FLS2004-07054 (2)
FLS2004-07054
608 HAROLD CT
H.A~ROLD COURT TOWNHOMES,L ~C
PLANNER OF RECORD: MTP
ATLAS # 295B
ZONING: D
LAND USE: CBD
RECEIVED: 07/29/2004
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
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CITY OF CLEARWATER
LONG RANGE PLANNING
DEVELOPMENT REvIEW
PIANNING 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
March 18, 2005
Mr. James Landers
Harold Court Townhomes, LLC
2506 MacDill Avenue, Suite A
Tampa, FL 33629
fWI.E
RE: Development Order regarding case FT ,S'foQ4-07054 at 608 Harold Court.
Dear Mr. Landers:
This letter constitutes a Development Order pursuant to Section 4-202.E of the Community
Development Code. On September 9,2004, Development Review Committee (DRC) reviewed your
application for Flexible Standard Development approval to permit attached dwellings (18 units) within
the Downtown District under the provisions of Section 2-902.C. The DRC recommended approval of
the applications with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Standard Development criteria as a Detached Dwelling per
Section 2-902. N.
2. The proposal complies with other standards in the Code including the General Applicability
Criteria per Section 3-913.
3. The proposal is in compliance with the Vision, Goals, Objects and Policies of the Clearwater
Downtown Redevelopment Plan and the Downtown Core character district.
4. The development is compatible with the surrounding area and will enhance other redevelopment
efforts.
Conditions of Approval:
1. That final approval of the vacation request of the adjacent portion of the Harold Court right-of-way
occur prior to the issuance of any permits;
2. That evidence of filing of a final plat with Pinellas County be submitted to Staff prior to the
issuance of any building permits;
3. That the final building elevations including final colors and buildinglroofi'window/trimJetc.
material samples be submitted to Planning Staff, prior to issuance of a building permit, and be
consistent with the elevations dated submitted February 14,2005;
4. That a copy of an agreement with Pinellas County permitting a tie-in of the development
stormwater system into the County's storm system via an I8-inch ERCP be submitted to Staff prior
to the issuance of any permits;
BRIAN] ALlNG~ I, MAYOR
FRANK HlIJB<\lm, Vle[ MAYOR
BlI L ]O"NlN, COUNClL^If\IB[I{
@
HoYl f-L\.'1IlI0N, COll01UI \1T:\If\[R
CARlr:N A PT:I T:R,rN, COUNCil \IL\If\[R
"EQUAL E~1I'LOYMEN'1 AND ArFlRMAl IVr: Ac liON EMPLOYER"
March '~8, 2005
Landers - Page Two
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5. That final stormwater plans be submitted to and approved by Staff which indicates that the storm
event the site is subject to is based on the type of outfall available. For example, a 25-year event is
applicable if a positive outfall is accessible, 50-year event is applicable for detention areas without
outfalls and 100 year event is applicable if no outfall is available and overflow is onto private
property;
6. That any future changes to the buildings (color, material, design, fencing, etc.) be reviewed and
approved by the Planning Staff;
7. That all signage meet the requirements of Code and be architecturally-integrated with the design of
the building with regard to proportion, color, material and finish as approved by Staff prior to the
issuance of any sign permits which includes that:
a. All signs be designed as part of an overall theme that respect, enhance and contribute to the
architectural style, detailing and elements of a building;
b. All signs consist of design, colors, materials, size, shape and methods of illumination which
reinforce the overall design of the fa;ade; and.. .
~~"" ~
c. The letter size, letter and word spaeing, fofif"'stYle and other design elements of all signs
create an overall high quality aesthet1'e"'a~e.
8. That all proposed utilities (from the right-of-way to the proposed building) be placed underground.
Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall
be installed along the entire site's street frontages prior to the issuance of a Certificate of
Occupancy. The applicant's representative shall coordinate the size and number of conduits with
all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number
of conduits to be approved by the applicant's engineer and the City's Engineering Department prior
to the commencement of work;
9. That revised plans be submitted which accurately depict all required erosion and sediment control
techniques;
10. That all utility equipment including but not limited to wireless communication facilities, electrical
and water meters, etc. be screened from view and/or painted to match the building to which they are
attached, as applicable prior to the issuance of a Certificate of Occupancy;
11. That all Fire Department requirements be met prior to the issuance of any permits including but not
limited to the following:
a. That a site plan indicating that all Fire Department Connections adjacent to any vehicular use
areas be identified by a sign that states clearly reads, "No Parking, Fire Department
Connection" designed in accordance with Florida Department of Transportation standards for
information signage and be maintained with a clearance of 7.5 feet in front of and to the sides
of the appliance as required per Florida Fire Prevention Code, 2001 Edition, modification to
Section 3-5.6 ofNFPA 1 be submitted to and approved by Staff;
b. That a site plan that a site plan which includes signed and sealed drawings that have been
prepared by or under the direction of an Engineer registered under F.S. 471.025 and F.S.
Chapter 471 for all fire sprinkler systems as per Florida Building Code, 2001 Edition, Sec.
t 04.4.1.3 be submitted to and approved by Staff.
12. That Open Space and Recreation Impact Fees be paid prior to the issuance of any permits;
13. That the data table be corrected to reflect 16 dwelling units prior to the issuance of any permits; and
14. That Transportation Impact Fees be paid prior to the issuance of the first Certificate of Occupancy.
~
~arch 18, 2005
~ La-'tiers - Page Three
>
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10
I concur with the findings of the Development Review Committee and, through this letter, approve
your application for Flexible Standard Development with above 14 conditions. The approval is based
on and must adhere to the site plan dated received February 23,2005 and perspectives/elevations dated
submitted February 14,2005.
Pursuant to Section 4-303, an application for a building permit shall be made within one year of
Flexible Standard Development approval (March 18, 2006). All required certificates of occupancy shall
be obtained within one year ofthe date of issuance ofthe building permit.
Time frames do not change with successive owners. An extension of time may be granted by the
Community Development Coordinator for a period not to exceed one year and only within the original
period of validity. The Community Development Coordinator may approve an additional extension of
time not to exceed one year for good cause shown and documented in writing. The coordinator must
receive the request for this extension within the one-year period of validity after the original time
extension. The Community Development Coordinator may approve an additional extension of time not
to exceed on year for good cause shown and documented in writing. The coordinator must receive the
request for this extension within the one-year period of the validity after the original extension.
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.
If you have any questions, please do not hesitate to call Mark Parry, Planner III at 727.562.4558.
Zoning information is available through the City's web site at http://www.myclearwater.com/via the
"ZoninglParcel Maps (GIS)" link and "City Codes" link both under "Services".
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
S \Planning Department\C D S\FIex Standard (FLS)\Inactive or FInished Cases\Harold 608 Harold Court VIllas (D) - Approved\Harold 608 Development
Order doc
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Boundary Line
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Detail "B" Not to Scale
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Boundary Line
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No ID
Boundary Line
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Boundary Line
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RCP INVERT
ELEVA TlON=29.17
WEST
RCP INVERT
ELEVATlON=29.21
SOUTHEAST
RCP INVERT
ELEVATlON=29.68
DRAINAGE
MH RIM
ELEVA TlON=35.51
NORTH
RCP INVERT
ELEVA TION=27.06
SOUTHEAST
RCP INVERT
ELEVA TlON=27.06
SECTIONS 1S & 1&, TO\NNSHIP 29 SOUTH, RANGE
CITY OF CLEAR\NATER, PINELLAS COUNTY,
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LOT 9
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RCP INVERT
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GRATE INLET
TOP=30.99
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RCP INVERT
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NOT TO SCALE
DESCRIPllON OF:
The North 102 feet of Lot 10, Block 20, MAGNOLIA PARK, according to the map or plat
thereof recorded in Plat Book 3, Page 43, Public Records of Pinellas County, Florida.
and
Lot 10, Block 20, MAGNOLIA PARK, less the North 102 feet thereof, according to the
map or plat thereof recorded in Plat Book 3, Page 43, Public Records of Pinellas
County, Florida.
and
The East 40 Feet of Lot 9, MARSHALL & BRANDON'S SUBDIVISION according to the
map or plat thereof recorded in Plat Book 1, Page 27, Public Records of Pinellas
County, Florida.
and
The West 20 feet of Lot 9 and East 20 feet of Lot 10, MARSHALL & BRANDON'S
SUBDIVISION, according to the map or plat thereof recorded in Plat Book 1, Page 27,
Public Records of Pinellas County, Florida.
and
Lots 7 and 8, MARSHALL & BRANDON'S SUBDIVISION of Block 7 W. WALLACE'SSUBDIv'rSION
as recorded in Plat Book 1, Page 27, Public Records of Pinellas County, Florida.
LOT 8
SURVEYOR'S NOTES:
1. The survey shown hereon was prepared with reference to Ownership and
Encumbrance Reports, order No. 40208548CC, and order No. 40208547cc from
April 18,1974 through April 18, 2004.
2. No underground installations or improvements were located as a part of this
survey, except as shown.
3. Ownership of this property is subject to opinion of title and is not expressed or
implied by this survey.
4. Last date of Field Survey
05/03/04.
5. Bearings are based on the South right of Way of Harold Court bearing
S89.29'22"E (assumed).
6. This survey was prepared expressly for the entities named. No other person or
entity is entitled to rely upon this survey for any purpose whatsoever without the
expressed written consent of Burcaw & Associates, Inc.
7. Attention is directed to the fact that this survey may have been reduced or
enlarged in size due to reproduction. This should be taken into consideration when
obtaining scaled data.
8. Subject property appears to be located in Zone "X"(areas inside of special flood
hadzard area) per F.I.R.M Community No. 12103 C 0108 G dated 09/03/2003.
9. Elevations shown hereon are based on City of Clearwater Benchmark stamped
"E-06" having an elevation of 23.382 feet based on NAVD 1929 Datum. Located
at the Northeast corner of Chestnut Street and South Myrtle Avenue.
EAST
RCP INVERT
ELEVATlON=26.64
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8" RCP ""\2/MH RIM
ELEVATlON=29.07
CERllF1ED TO:
Colonial Bank, N.A.
Lawyers Title Insurance Corporation
Harold Court Townhomes, LLC
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CONSTRUCTION NOTES
MISCELLANEOUS
1 THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL
AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY
NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS.
2 ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS
SHALL BE OF THE LATEST REVISION.
3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND
MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN
REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
5. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER
CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR
THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMPANIES, INCLUDING TECO, GTE, TIME WARNER & THEIR SUBCONTRACTORS.
6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES
ARE SUBJECT TO THE REVIEW AND APPROVAL OF CITY OF CLEARWATER
AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT-OF-
WAY.
7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING
MATERIALS AND CASTING STRUCTURES.
8. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST
ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS
COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS INDICATED IN THE
PLANS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE
SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE ALL
UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT.
9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW.
10. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER
VALVES, WATER METERS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S
BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER
FOR THESE ADJUSTMENTS, IF REQUIRED.
SAFETY
1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT,
ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR
HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND
SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS
PERSONNEL.
2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE
SUBMITTED AND APPROVED BY CITY OF CLEARWATER PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS
SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATION.
4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY
EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND
ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY
REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR
PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE
INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND
SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH
ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN
COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH
REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS.
THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY
PROGRAM BUT JUST BASIC REQUIREMENTS.
5. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE
REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS.
PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION
STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P.
6. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION
OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE
PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE
AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN
APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL
TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS
NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS
WITHIN THE PROJECT LIMITS.
7. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO
THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF
TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE
ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S
INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF
BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO
THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD
LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE
ONE CALL AT 800-437-4770 TO ARRANGE FOR FIELD LOCATIONS.
10, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO
EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS
A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR
IN THIS CONTRACT.
11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING,
SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL
BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND
APPURTENANCES ARE BEING PLACED.
SITE PLAN AND COORDINATE GEOMETRY
1. BOUNDARY SURVEY PREPARED BY BURCAW & ASSOCIATES, INC.
2. CURRENT ZONING '0'.
3. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON
MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES
DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IN WRITING.
4. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE
PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL
POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE
THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN
EXPENSE.
5. ALL ELEVATIONS REFER TO THE NGVD 1929
6. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE
BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE
PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS
AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION
7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL
FURNISH THE OWNER'S ENGINEER WITH COMPLETE "AS-BUILT'
INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR THIS "AS-
BUILT' INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF
FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS
WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS
AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S
CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE
MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE
OWNER'S ENGINEER
CLEARING/DEMOLITION
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN
THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL
TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION.
NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL
FROM CITY OF CLEARWATER OR THE OWNER
2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED,
SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL
IMMEDIATELY FOLLOWING CONSTRUCTION.
3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE
EXCAVATION IS TO BE UTILIZED ON-SITE IF REQUIRED, PROVIDED THAT THE
MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS
TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE
AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE
SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT
ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE.
4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED
OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY
REQUIREMENTS.
5, CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AN REMOVAL, PURSUANT
TO ALL FEDERAL, STATE, COUNTY, CITY OR OTHER GOVERNMENT AGENCY
REQUIREMENTS, OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT
WILL NOT BE INCORPORATED WITHIN THE NEW FACILITIES.
PAVING AND GRADING
1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED
DEBRIS) IS TO BE EXCAVATEU IN ACCORDANCE WITH THESE PLANS OR
AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S
SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE
STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE
OWNER EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED
MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS TIHAT ARE
NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE.
2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING
CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE
OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACEID AND
COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS
REPORT.
3 PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT
AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
5 CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS
SHOWN ON THE PLANS
6 REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND
TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONlS OF
ALL F,D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE
PLANS.
7. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION
JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER
MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.)
8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT
THERMOPLASTIC AND SHALL CONFORM TO F.D,O.T STANDARD INDEX
NO. 17346, SHEETS 1-7. PARKI;~G STALL STRIPING TO BE 4" WIDE
PAINTED STRIPES.
9. THE CONTRACTOR WILL STA8ILlZE BY SEED AND MULCH, SOD OR
OTHER APPROVED MATERII'I_S ANY DISTURBED AREAS WITHIN ONE
WEEK FOLl")WING CONSTHUCTION OF THE UTILITY SYSTEMS AND
PAVEMENT AREAS. CONTRl,:-::-OR SHALL MAINTAIN SUCH AREAS UNTIL
FINAL ACCEPTANCE BY OWNER
10. THE CONTRACTOR IS RESr )~~SIBLE FOR COORDINATING APPLICABLE
TESTING WITH THE SOILS ~r,',jINEER TESTS WILL BE REQUIRED PURSUANT
WiT.... THE TESTING SCHEDULE LOCATED ON TABLE SC-1. UPON
COM: 'LETION OF THE WORK SOILS ENGINEER WILL SUBMIT CERTIFICATIONS
TO THE OWNER'S ENGINEH~ STATING THAT ALL REQUIREMENTS HAVE BEEN
MET.
11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING
NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS
REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOIULD ANY
RETESTING BE REQUIRED DO TO THE FAILURE OF ANY TESTS TO MEET
THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OIF SAID
RETESTING
12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR
INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION.
DRAINAGE
1. STANDARD INDEXES REFER TO THE LATEST EDITION OF CITY OF
TAMPA TECHNICAL MANUALS.
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III
(ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE
STRUCTURES SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND
TRAFFIC DESIGN STANDARDS AND CITY OF CLEARWATER TRANSPORTATION
TECHNICAL MANUAL UNLESS OTHERWISE SHOWN ON PLANS.
3. PIPE LENGTHS SHOWN ARE APPROXIMATE.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL
INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD,
DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED
TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES.
SANITARY SEWER
1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER
MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF
18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN
OF THE LOWER PIPE 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.
ALL CROSSINGS 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 PARALLEL 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 I 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 THE JOINTS
ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL
HAVE A MINIMUM OF 36 INCHES OF COVER
4. ALL ON SITE PVC GRAVITY SANITARY SEWER PIPE SHALL BE MADE
OF MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B, 12454 COR
13354 B AS DEFINED IN ASTM 0-1784. PVC PIPE AND FITTINGS USED IN
THE GRAVITY SYSTEM SHALL MEET THE REQUIREMENTS OF ASTM 03034
SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'.
5. PVC FORCE MAINS 4" TO 12" SHALL CONFORM TO THE REQUIREMENTS
OF ASTM 2241, SDR 21. PVC FORCE MAINS 16" IN DIAMETER SHALL
CONFORM TO THE REQUIREMENTS OF AWWA COO5. PVC FORCE MAINS
PIPE COLOR SHALL BE GREEN.
6. ALL PVC FORCE MAINS 4" AND LARGER SHALL HAVE A SUITABLE ELECTRONIC
LOCATOR BURIED APPROXIMATELY ONE FOOT BELOW GRADE.
7. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN
ACCORDANCE WITH ANSI A 21.6, A 21,8, OR A 21.51.
8. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE
AGENCY STANDARDS AND SPECIFICATIONS, LATEST EDITION THERE OF.
9. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW
SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL
EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY
OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH
DESIGN INFORMATION SHOWN IN THESE PLANS.
10. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL
INSPECTION BY THE OWNER'S ENGINEER PRIOR TO PLACEMENT OF BASE
AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF
OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTIONS.
11. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION
INSPECTION ON ALL GRAVITY SEWERS IN ACCORDANCE WITH
THE REGULATORY AGENCY HAVING JURISDICTION PRIOR TO FINAL
ACCEPTANCE.
12. ALL WASTE-WATER LATERALS WILL HAVE A MINUMUM OF
36" COVER AT THE RIGHT-OF-WAY LINE.
EXISTING TREE PROTECTION NOTES:
1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE
CONTRACTOR AND APPROVED BY THE ENGINEER AND THE CITY OF
CLEARWATER LAND ALTERATION AND LANDSCAPE DEPARTMENT PRIOR
TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES, BARRICADES
SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION
ACTIVITIES ARE COMPLETED.
2. 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 DRIPLlNE
OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY
THE COUNTY.
3. IN ORDER TO COMPLY WITH THE ST. PETERSBURG LAND
DEVELOPMENT CODE TO MINIMIZE SOIL EROSION AND CONTRIBUTE TO
WATER QUALITY, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT
UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING
TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES,
BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS
NECESSARY, TO MINIMIZE EROSION AND DOWNSTRESS SEDIMENTATION
CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES.
4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE
PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN
ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE
(ANSI) A-300 PRUNING STANDARDS. THIS INFORMATION MUST BE
CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS.
5. SEE CITY OF CLEARWATER PROTECTIVE BARRIER REQUIREMENTS
PROVISIONS FOR ADDITIONAL INFORMATION.
SC-1 TESTING SCHEDULE
ITEM
TEST
WATER DISTRIBUTION
EMBANKMENT
OPTIMUM MOISTUREIMAXIMUM DENSITY
100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99-57
(0-698-70) NO TOLERANCE
OPTIMUM MOISTUREIMAXIMUM DENSITY
TEST FREQUENCY
PER SOIL TYPE
ONE PER 500 FEET
HORIZONTALLY, IN 12 INCH LIFTS
PER SOIL TYPE
98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM
01557-70) - MINUS 3% TOLERANCE
OPTIMUM MOISTUREIMAXIMUM DENSITY
1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER
MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE
OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE 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.
UTILITY TRENCH BACKFILL
OVER PIPELINES AND AROUND
STRUCTURES FROM ROW.
LINE TO ROW, LINE
UTILITY TRENCH BACKFILL
OVER PIPELINES AND AROUND
STRUCTURES OUTSIDE
THE ROW.
STABILIZED SUBGRADE
PER SOIL TYPE
95% OF MAXIMUM DENSITY AS
DETERMINED BY AASHTO T180-57 (ASTM 01557-70) - MINUS 3% TOLERANCE
OPTIMUM MOISTUREIMAXIMUM DENSITY
MINIMUM 40 LBR
ALL CROSSINGS 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).
98% OF MAXIMUM DENSITY AS
01557-70) - NO TOLERANCE
OPTIMUM MOISTURE/MAXiMUM DENSITY
MINIMUM 100 LBR
PER MATERIAL TYPE
-- PER MATERIAL TYPE
DETERMINED BY AASHTO T180-57 (ASTM
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.
BASE
(OTHER THAN SOIL CEMENT)
2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE
MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN
PARALLEL INSTALLATIONS WHENEVER POSSIBLE.
98% OF MAXIMUM DENSITY AS
01557-70) - NO TOLERANCE
GRADATION, ATTERBURG LIMITS
SLUMP TEST
COMPRESSIVE STRENGTH CYLINDERS
PER SOURCE
PER SOURCE
DETERMINED BY AASHTO T180-57 (ASTM
CONCRETE
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 PARALLEL 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 THE JOINTS
ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH HILLSBOROUGH
COUNTY STANDARDS AND SPECIFICATIONS.
5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE
RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY AND PER ABOVE
REQUIREMENTS.
ASPHALTIC CONCRETE
AIR CONTENT
AGGREGATE ANALYSIS
DESIGN MIX
BITUMEN CONTENT
GRADATION STABILITY FLOW
PROPERTIES OF IN PLACE MATERIALS (MARSHALL)
THICKNESS
95% OF LAB DENSITY
- TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL
BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER
APART THAN ONE (1) FOOT VERTICALLY, FIELD DENSITIES SHALL BE TAKEN
OVER ALL ROAD CROSSINGS, FIELD DENSITIES FOR SANITARY LINES SHALL BE
STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE
A MINIMUM OF ONE (1) TEST SERIES FOR EACH 12 INCHES OF LIFT OVER
PIPELINE BETWEEN MANHOLES, TESTS AROUND STRUCTURES SHALL BE SPIRALED
IN 12 INCH LIFTS.
6. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL
BE IN ACCORDANCE WITH AWWA C-900 AND SHALL BE CLASS 150 SDR 18.
ALL ON-SITE PVC WATER MAINS 2" TO 3" SHALL BE CLASS 1120 AND
MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM 0-2241.
WATER MAINS SMALLER THAN 1 1/2" SHALL BE CLASS 1120 OR 1220
SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM 0-1785.
7. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF
ANSI STANDARD A21.51, MINIMUM CLASS 50, JOINTS FOR DUCTILE IRON PIPE
SHALL BE MECHANICAL OR PUSH-ON JOINTS. PIPE SHALL HAVE AN EXTERIOR
BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51. PIPE INTERIOR SHALL
HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING
TO AWWNANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE
PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS.
MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL
OF EACH PIPE JOINT.
LANDSCAPE NOTES
1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL UTILITY LOCATIONS MID
INSTALLING FACILITIES SO AS TO NOT CONFLICT. ALL DAMAGE TO EXISTING UTILITIES OR
IMPROVEMENTS CAUSED BY CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST
TO THE OWNER
2. ALL PLANT MATERIALS TO BE FLORIDA NO.1 OR BETTER AS PER FLORIDA DEPT. OF
AGRICULTURE GRADES & STANDARDS. PARTS I & II. 1973 & 1975.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL GRADING or NL
ASSOCIATED PLANTING AREAS.
4, AFTER FINAL GRADE, AREA TO BE RAKED TO 6- DEPTH AND ALL ROCK AND FORIEGN
INORGANIC MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF-SITE
5. ALL PLANTING HOLES TO BE HAND DUG EXCEPT WHERE MACHINE DUG HOLf S WILL NOT
ADVERSELY EFFECT OR DAMAGE UTIL TIES OR IMPROVEMENTS (SEE NOTC 1 \
6. PLANTING SOIL TO BE A WEED FREE MIIXTURE OF 50% SAND, 40% MUCK, AND 10%
CANADIAN PEAT. ALL PLANT MATERIAL TO RECIEVE PLANTING SOIL AS PER DETAILS.
7, ALL NEW PLANT MATERIAL GUARANTEED FOR 1 YEAR, FROM TIME OF FINAL ACCEPTANCE
OF PROJECT, ANY PLANT MATERIAL NOT IN A HEALTHY GROWING CONDITION WILL BE
REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER WITHIN 10
DAYS OF NOTIFICATION, EXTEND WARRANTY PERIOD AN ADDITIONAL 45 DAYS BEYOND
THE ORIGINAL WARRANTY PERIOD, FOIR ALL REPLACEMENT PLANT MATERIAL. WARRANTY
IS NULL AND VOID FOR PLANT MA TERIAU. WHICH IS DAMAGED OR DIES AS A R~SUL T OF
"ACTS OF GOD" LIMITED TO HAIL, FREEZE, LIGHTNING, AUTOMOBILE DAMAGE, AND WINDS
EXCEEDING 75 MPH AS DEFINED BY THE NATIONAL WEATHER SERVICE. ALL TREES THAT
LEAN OR ARE BLOWN OVER, CAUSED BY WINDS LESS THAN 75 MPH, WILL BE RE-SET AND
BRACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER
8. CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL CODE REQUIREMENTS.
9, ALL TREES, SHRUBS AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR IN
THE LANDSCAPE MATERIAL SCHEDULE.
10. WHERE THERE IS A DISCREPANCY EITHER IN QUANTITIES, PLANT NAMES, SIZES OR
SPECIFICATIONS BETWEEN THE PLAN OR PLANT LIST, THE PLAN TAKES PRECEDENCE.
11. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND BE FULL TO BASE AND PLANTED 2' ON
CENTER WHEN SHRUBS ARE USED AS iA SCREEN AROUND VEHICULAR SPACE, SAID
SHRUBS SHALL BE A MINIMUM OF 2' IN HEIGHT ABOVE THE VEHICULAR SPACE PAVEMENT
SURFACE THAT DIRECTLY ABUTS THE SHRUBS.
12. CONTRATOR SHALL STAKE & GUY ALL TREES AND PALMS AS PER THE APPROPRIATE
DETAIL. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND/OR REPAIR OF ALL
STAKING AND GUYING DURING WARRANTY PERIOD.
13. ALL LANDSCAPE BUFFER AREAS TO BE COVERED WITH FLORATAM SOD,
14. USE A MINIMUM OF TWO 21 GRAM AGRIFORM 20-10-5 PLANTING FERTILIZER TABLETS PER
3 GALLON CONTAINER FOLLOW MANUFACTURERS INSTRUCTIONS FOR QUANTITY PER
PLANT SIZE FOR ALL OTHER VEGETATION, ALL PLANT MATERIAL TO RECIEVE TABLETS.
15. ALL LANDSCAPE AREAS NOT COVERED BY PAVEMENT, BUILDING, SOD OR OTHER
SPECIFIED MULCH SHALL BE COVERED WITH A MINIMUM OF 3" GRADE B PINE BARK MULCH.
16. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM LANDSCAPE
REQUIREMENTS OF THE CITY OF CLEARWATER LANDSCAPE CODE.
17. BENEATH THE ROOT BALL. MINIMUM TOPSOIL SHALL BE 6" FOR GROUND COVER AREAS, 4"
FOR SEEDED GRASS AREAS AND 2" FOIR SODDED GRASS AREAS.
8. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM
PRESSURE RJ\TING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS
OF ANSI/AWWA STANDARD A21.10/C110. ALL FITTING SHALL BE COATED AND
LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE.
9. THRUST BLOr;t<II'\G SHALL BE PROVIDED AT ALL FITTINGS AND
HYDRANTS A:: SHOWN ON DETAILS.
10. ALL COMPOi':ENTS OF THE WATER SYSTEM, INCLUDING FITTINGS,
HYDRANTS, C~NNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL
PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER
PRESSURE TESTS TO BE IN ACCORDANCE WITH CITY OF CLEARWATER
UTILITY DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S
ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
11. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL
SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM, COPIES
OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER
GENERAL NOTES
1, OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN
ACCORDANCE WITH COUNTY STANDARDS OR AS DIRECTED BY THE
ENGINEER ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS.
2, THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE
PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE
PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE
SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
PAYMENT SHALL NOT BE MADE FOR THIS WORK.
3. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE
CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE
REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE
ENGINEER PAYMENT SHALL NOT BE MADE FOR THIS WORK.
4. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO
BE PROTECTED. IF IN DANGER OF DAMAGE, THE PROJECT ENGINEER
SHOULD NOTIFY BURCAW & ASSOCIATES ENGINEERING, INC.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
CONSTRUCTION RELATED PERMITS, INCLUDING PUT NOT LIMITED TO,
RIGHT OF WAY USE PERMITS, PIPING PERMITS, MOT PERMITS, ETC.
18. THE SUCCESSFUL BIDDER SHALL FURNISH TO THE OWNER A UNIT PRICE BREAKDOWN
FOR ALL MATERIALS. THE OWNER MAY, AT ITS DISCRETION, ADD OR DELETE FROM THE
MATERIALS UTILIZING THE UNIT PRICE BREAKDOWN SUBMITTED.
19. NO PLANT MATERIAL WILL BE ACCEPTED SHOWING EVIDENCE OF CABLE, CHAIN MARKS,
EQUIPMENT SCARS, OR OTHERWISE DAMAGED.
20. PLANT MATERIAL WILL NOT BE ACCEPTED WHEN THE BALL OF EARTH SURROUNDING ITS
ROOTS HAS BEEN CRACKED, BROKEN OR OTHERWISE DAMAGED.
21. ROOT-PRUNE ALL TREES A MINIMUM OF (8) WEEKS PRIOR TO PLANTING.
22. NOTE SIZE OF PLANTING PITS ON PLANTING DETAILS,
23, ALL WASTE, OBJECTIONABLE MATERIAL, AND EXCESS FILL SHALL BE REMOVED AND
DISPOSED OF ON A DAILY BASIS OFF-SITE.
24. ALL LANDSCAPED AREAS TO RECEIVE 100% IRRIGATION BY MEANS OF AN AUTOMATIC
UNDERGROUND SPRINKLER SYSTEM.
25. QUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON MATERIAL SCHEDULE,
CONTRACTOR SHALL BE RESPONSIBLE FOR NUMBERS AND PLANT MASSINGS AS SHOWN
ON THE DRAWINGS,
26. ST. AUGUSTINE SOD USAGE SHALL BE LIMITED TO 50% OR LESS OF THE SODDED AREA.
-- EACH LIFT
PER SOURCE
ONE PER SET OF CYLINDERS
ONE SET OF THREE (3) CYLINDERS FOR
100 CUBIC YARDS OR FRACTION THEREOF
ONE PER SET OF CYLINDERS
ONE PER DESIGN
ONE PER TYPE
ONE PER DAY
ONE PER DAY
ONE PER DAY
-- FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 950k OF MAXIMUM
DENSITY (AASHTO-T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUB
ARTICLE 125-8,3.2 AS MODIFIED.
-- TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL
BE NO LESS THAN ONE (1) TEST PER STREET.
EROSIONITURBIDITY CONTROL NOTES
1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS
SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT
EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND
WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE
GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR
HAY BALES TO PREVENT EROSION, FLOATING TURBIDITY CURTAINS
SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF
FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES IT
MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND OTHER EROSIONfTURBIDITY CONTROL MEASURES IF CONDITIONS
WARRANT.
3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL
BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN
THE SPECIFICATIONS.
4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR
IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY
HIGH WATER OR RUNOFF.
5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM
CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO
DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE
NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES
OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED
BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND
KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER
QUALITY STANDARDS.
6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE
AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS
NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY
THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW
IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.
7. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE
ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL
FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE
STABILIZED.
8. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS,
AS DEFINED BY FIELD CONDITIONS.
9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND
SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO
PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, 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 SAID EARTH TO THE SATISFACTION OF THE ENGINEER
AND/OR AUTHORITIES.
10, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
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ir." \\\ ~.""- .... ,. ,. - .,.\_~~~~~~~iT ~~l~~l
" ~, \ I I ,n . h PAVEMENT A REQUIRED.
:: '-\ ,\\ I '" '~'./..<!-.:,----~- ---------t-----n------- - ---'---------------l....:..------_____;.._________u__ -
:: '~I _j I ' ,/' \' , edge of Pover-1ent-/
" : ~M.~;-- r -,.--- -(-ILjo- - - --
Exlollng D,alnage ::\ ~',': .... (i;~: ,: . - ,"0 - ~ l~",p~~:e-~~ -~3~-----' ~~Uc~nd~- ~~/2- 1lr,03n R
Manhole Rim /""" I )I.J' '~: ' ,,-. ',\ r , Ulo ..
c -J -~: ~ t ~ +r.
~~!i~~*: ::1. r - -- -" 5.,Ll, I, r" ~~ ~ ~;;~~~? itit:' - - T -= ="::.. tob -: 3; =-=- -~IOb.--n .. -6 O' ( 7;-
S.E. Rcp Invert ::1J II I Ii. . "-
Elevation... 27.06.1 ,: ~,~' I 1&" : 3- I
I II I?C^ I / I
" I II 1 ~ ,
I, II I I I
II I II I. I.
II 'lI " , ' , -' r.i:l I
l"'t II 0 --001---
II \I'." I .~ .,.-"" 'dOi --- ---
" I \I I I I I ,. " I
Ii 1 ii II 11' ~ ':~~~~t~~tfall :
I, =!. II I I . " I Elevatlon==33.18
:' I 1\ I' Skimmer Elev.=33.191
14'. :: . fj.."! I.') Wier Elev.=31.19 . I
II -tj" L 1 ' . 3 -'" I _
',I ,,' :1 ' . . 18 Rcp I
II ' "I g Inv. Elev.=28.72
I' --II 1 I.D I I
" " 1,9 I
II I /I I I I
II 1\ I I I
II I " I I
, , ~ )1 " 1 I LOT 12 I
," '-~,!J 0 " I I I
~ 0/" ~ /I Exist. Grate Inlet I I
o/o/o/~ ','-;~.; I I . Elev....34.23 : 1 j I' ',' I
...c~ 41 E. Rcp Invert I I I
, 'Y' ... 0/ ~'fi. . , I Elevatlon-30.29 I I I
:. lY.1" ., i ,\ I 0'0" I : I
, , ., .11 ,"'. 'I, I I, N.w. Rcp Invert I 0 I
'. \~~t.4{-"---c..-----=----=-11"; ~'(l 100..0 I Elevatlon=30.29 1-8 (l) 30- RCP
,,< ' l,:J -, 'II (J I: :+' ,30" RCP I ELEV.=30.23 ,
:: - I, t I, "" ~ . 'I' , I
III :j. I, 1 ,,)' J~ Electric I
:: .' !; .',, ( - - . .. iii" l -. - to, -- .. .. - ... e. toe..
': ., ., I I
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~-- .. - ~~1\ 1:,10:,' ( \ ,.~~- :
I ~ -....;.- - -qol- - - -l-qol- _I~ --
I I
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~---~4f3~--
PROPOSED EROSI
CONTROL FENCING.
( TYPICAL)
PER CITY OF CLEARWATER
DETAIL ( TYP. )
I Found 4x4 Concrete
I Monument
I No 10
588"38'38-E 59.20'(F)
~
J] J3 J3
Jj
60.60'(F
J3
>.
c
'>
LOT 1
Found 4x4 Concrete
Monument
8 No 10
t~
. lC)
ul~
/ IX)
lC)
N89i 9'29"E
'J ul) '.;i2!!lI~on
Pipe No 10
LOT 2
LOT 3
.; '.' ~ )~ ~
/ ..,., ~ { ;
18\
Il.. PROPOSEO EROSION
CONTROL FENCING.
( TYPICAL)
SI ~ TREE TO BE
N I ri REMOVED (TYP)
~I
rrI
-
.0
-
-
w~ll
t'l:t I f::xisting I
o Wood
I" Shed
u~LJ
'.j
I ;-< 78.89
EXISTING ~ESIDENCE TO
BE REMOV~D PER CITY OF
CLEARWATER STANDARDS.
I I
I Found 4x4 Concrete I
:~:~g:~~~ I ~n:Qment I
OJ JJ '-- ->" )('". ;'3 ,-: --.. - - + - t --
- ,II r - : ~1:al~:~23.84
l! jcone. Wall I
[,1 ~ I
!I ,h :
lJ Ii ~ I
1.1'-'" II ~ I
I~ II Q) I
, _,-.., E'
I I~.e:, II ~ I
lriin I CL I
Iu '" '" (;
,WI .-.- II ~ :
~ j{" ~ f I
~. ..JUI . I
o w ~ I
.....
I
I
Ex isting I
Asphalt I
Pavement I
Sanitary Mh Rim
Elevation=34.12
N. Rcp Invert
Elevation=29,17
W. Rcp Invert
Elevation = 29. 21
S.e, Rcp Invert
Elevation=29.68
LOT 6
45'
One Story'
Masonry
BuildIng
6,800 Sq. Ft.
~. :' 1 ,.-
, . ,)
Exist. North
Rcp Invert
Elevatlon=26.30
Exist. Grate Inlet
Top-30.99
S. Rcp Invert
Elevatlon=26.45
/ " .' /
round 4x4toncrete
Mom~ment
No (0
PROPERTY LINE.
TYPICAL.
'z; r..'1
','"
PROPOSED TREE BARRICADE
PER CITY OF CLEARWATER
DETAIL (TYP. )
Ono' Story Wood
Frame Building
{roo /sq.ft.
T6 BE REMOVED PER '
CITY OF CLtARWATER
STANDARDs. ' / ,
EXISTING RIGHT OF
WAY TO BE VACATED.
~
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, FOllTld 4x4 Concrete
t.fun.LllTl eri t
. No 10
.0 /
, ....
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FoUnd 'PKNali &
Disk .'
LB~1;3,
155
11:1
/
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38.4'
I
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I
I
I
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I
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I
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I
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EXISTING RESIDEN~E TO
BE REMOVE[) PER flTY OF
CLEARWATER ST Arr"DARDS.
I ( TYPICAL) I
II V)(3h _" .
,}.:: _ -:-=;J ,'l '.' I
Exist. Grate Inlet I
Top-JO.91 I
N. Rcp Invert
Elevatlon=27.17 I
,
I
---__1-____
te " .r} ""
LOT 9
Found 5/8- Iron
Rod No 10
o
, I
50"
~
Throat
Elevation
=30.22
1----,
WOOD
I DlCK I
L_
--l
I
12"
It
/ .
One Story / / /
Wood Frame /
Building
785' ,Sq. Ft~/ /
PORCH
24.3
_ Iri
10 yo d
Iou N
Ow
li:c:J
') ,~ t. '
RETE'NTION POND
, '
One Story
Wood Frame
Building
980 Sq. Ft.
LOT 11
r, 1 ~ 1
PROPOSED SEDIMENTARY
CONTROL PER CITY OF
CLEARWATER DETAIL (TYP.)
TREE TO BE
REMOVED
(TYP)
8" VCP @EXiSt. Manhole
Rim Elev= 29.07
East Invert
Elevation=26.64
30./4
Two S Y
Wood Fr e
~ Building
~~lc'
, / ~~,
, 79.~6'(Fr
TREE TO BE
SAVED (TYP)
'I, !
s.
~
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.' 1. ~ 11
Asphalt Pavement
-- ---~------ -.. - ~_.~.....;.------ -------- - .......l.:?.J.f"-.----------_
Edge of Pavement -/ '
GRAPHIC SCALE
The North 102 feet of Lot 10, Block 20, MAGNOLIA PARK, according to the
map or plat thereof recorded in Plat Book 3, Page 43, Public Records of
Pinellas County, Florida.
and
The West 20 feet of Lot 9 and East 20 feet of Lot 10, MARSHALL &
BRANDON'S SUBDIVISION, according to the map or plat thereof recorded
in Plat Book 1, Page 27, Public Records of Pinellas County, Florida.
20 0
~
10
I
20
I
40
I
and
( IN FEET)
1 inch = 20 ft.
Lot 10, Block 20, MAGNOLIA PARK, less the North 102 feet thereof,
according to the map or plat thereof recorded in Plat Book 3, Page 43,
Public Records of Pinellas County, Florida.
and
Lots 7 and 8, MARSHALL & BRANDON'S SUBDIVISION of Block 7 W.
WALLACE'S SUBDIVISION as recorded in Plat Book 1, Page 27, Public
Records of Pinellas County, Florida.
SURVEYOR'S NOTES:
Subject property appears to be located in Zone "X"(areas
inside of special flood hadzard area) per F,I,R.M Community
No. 12103 C 0108 G dated 09/03/2003,
The East 40 Feet of Lot 9, MARSHALL & BRANDON'S SUBDIVISION
according to the map or plat thereof recorded in Plat Book 1, Page 27,
Public Records of Pinellas County, Florida.
and
CTIONS 15 & 16, TOWNSHIP 29 SOUTH, RANGE 15 E,t
Elevations shown hereon are based on City of Clearwater
Benchmark stamped "E-06" having an elevation of 23.382
feet based on NA VD 1929 Datum. Located at the Northeast
corn er of Ch estn u t Street an dI Sou th M yrtl e A ven u 8.
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
EXISTING CONDITIONS LEGEND:
8
-
-It
o
e
e
=Oak
= Pecan
=Palm
=Cherry Laurel
=Citrus
=Camphor
= Overh ead Wire
~
=Water Meter
~cf
@
=Water Blow Off
=Sanitary Manhole
(,
=Bol!ard
-.-/
T =Guy Wire
~ =Utility Pole
DEMOLITION NOTES
1. ALL EXISTING ABOVE GROUND CONDITIONS /
IMPROVEMENTS SHALL BE REMOVED TO EXISTING PROPERTY
LINE.
2. ALL UNDERGROUND UTILITIES SERVICES SHALL BE
LOCATED AND REMOVED TO EXISTING PROPERTY LINE
UNLESS OTHERWISE NOTED ON THESE PLANS.
3. ALL EXISTING WELLS SHALL BE PROPERLY ABANDONED
BY A LICENSED WELL CONTRACTOR PER SWFWMD
STANDARDS.
4, MONITORING WELLS SHALL BE MAINTAINED AND
PROTECTED.
5. ALL EXISTING WATER METERS TO BE ABANDONED PER
PINELLAS COUNTY STANDARDS.
6. UPON TESTING OF BASE MATERIAL PER GEOTECNICAL
APPROVAL, CONTRACTOR MAY REUSE EXISTING BASE
MATERIAL ONSITE.
7. BASE MATERIAL THA T FALLS IN PROPOSED LANDSCAPED
ISLANDS SHALL BE REMOVED.
EROSIONITURBIDITY CONTROL NOTES
1. THE INSTAllATION OF TEMPORARY EROSION CONTROL BARRIERS
SHAll BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT
EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND
WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE
GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT Will BE EXPOSED. SilTY AND CLAYEY MATERIAL USUAllY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHilE SANDY MATERIAL MAY NEED ONLY SilT SCREENS OR
HAY BALES TO PREVENT EROSION, FLOATING TURBIDITY CURTAINS
SHAll BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF
FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT
MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND OTHER EROSIONfTURBIDITY CONTROL MEASURES IF CONDITIONS
WARRANT,
3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHAll
BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN
THE SPECIFICATIONS.
4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR
IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY
HIGH WATER OR RUNOFF,
5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM
CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO
DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE
NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES
OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED
BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND
KEPT CONFINED UNTil ITS TURBIDITY lEVEL MEETS STATE WATER
QUALITY STANDARDS.
6. THE CONTRACTOR SHAll SCHEDULE HIS OPERATIONS SUCH THAT THE
AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS
NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHAll BE SO SCHEDULED AND
PERFORMED THAT GRADING OPERATIONS CAN FOllOW IMMEDIATELY
THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN
FOllOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT
PERMIT.
7. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE
ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL
FEATURES UNTil THE PROJECT IS COMPLETE AND ALL BARED SOilS ARE
STABILIZED.
8, SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS,
AS DEFINED BY FIELD CONDITIONS.
9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION
BARRIER (HAY BALES OR SilTATION CURTAIN) TO PREVENT SilTATION OF
ADJACENT PROPERTY, STREETS, STORMSEWERS AND WATERWAYS. IN
ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION
RELATED TRAFFIC IS TO ENTER AND EXIT SITE, IF, IN THE OPINION OF THE
ENGINEER AND/OR lOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF
EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR
BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO
THE SATISFACTION OF THE ENGINEER ANDIOR AUTHORITIES.
10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHAll STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
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SITE DATA TABLE
EXISTING ZONING
EXISTING LANDUSE
PROPERTY PIN NUMBER
BUILDING TYPE
BUILDING HEIGHT
TOTAL UNITS
DENSITY
EXISTING DENSITY:
EXISTING PROPERTY:
PROPOSED VACATED ROW:
TOTAL PROPERTY:
SETBACKS:
'D' DOWNTOWN DISTRICT
'CBD' CENTRAL BUSINESS DISTRICT.
16/29/15/55602/000/0080
CONCRETE BLOCK CONSTRUCTION, UNPROTECTED
37' MAX.
18 UNITS
22 UNITS / ACRE
10,844 S.F. - EXISTING BUILDINGS
31,647 S.F.
4,001 S.F.
35,648 S.F.
7' FRONT SETBACK
3' REAR SETBACK
8' SIDE SETBACK
PARKING PROVIDED
( REQUIRED = 1.5 J UNIT)
( 18 * 1.5 = 27 REQ. SPACES)
PROJECT AREAS:
BUILDING AREA(S):
VEHICLE USE AREA:
OPEN SPACE AREA:
CONC. AREAS & S/W:
TOTAL SITE AREA:
TOTAL PROVIDED:
18 (2) CAR GARAGE PARKING = 36
10,260 S.F. - 28.78% - 0.236 AC.
10,364 S.F. - 29.07% - 0.238 AC.
11,151 S.F. - 31.28%-0.256AC.
3,873 S.F. - 10.87% - 0.089 AC.
35,648 S.F. - 100.00% - 0.820 AC.
REQUIRED GREENSPACE (20% x VUA) : 1,850 S.F. = 20.00% of VUA
PROVIDED VUA GREENSPACE: 0,000 S.F. = 00.00%
( 10' OF PAVE. SURROUNDING VUA)
REQUIRED TOWNHOME GREENSPACE: 350 SF / UNIT = 6,300 SF. - (0.145 AC.)
PROVIDED TOWNHOME GREENSPACE: 514 SF / UNIT = 9,250 SF. - (0.212 AC.)
IMPERVIOUS SURFACE RATIO: 0.7405 - 26,399 SF
FLOOR AREA RATIO: 0.3168 - 11,296 S.F.
FLOOD ZONE "X" - PER F.E.M.A. MAP.,
PANEL 12103 C 0108 G, DATED 09/03/2003
GENERAL NOTES
1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH THE CITY OF CLEARWATER DEVELOPMENT
REGULATIONS INCLUDING THE TREE AND LANDSCAPE CODE, STORMWATER MANAGEMENT
REGULATIONS AND FIRE CODES AT THE TIME OF PERMITTING,
2. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN THE PROJECT BOUNDARIES.
3. ALL SIGNAGE SHALL COMPLY WITH THE CITY OF CLEARWATER SIGNAGE CODES.
4. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE STATE SOUTHERN BUILDING CODE.
5, OPERATION AND MAINTENANCE OF STORMWATER AREAS PERFORMED BY THE PROPERTY OWNERS
ASSOCIATION.
6. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE ENTITY AND ALL ROADS SHALL BE
PRIVATE.
7. COMMON AREAS AND FACILITIES SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION,
8. LOT LINES SHALL MATCH BUILDING FOOT PRINT. REMAINING AREA SHALL BE INGRESS/EGRESS
UTILITY TRACT.
9. SITE ACCESS HAS BEEN DESIGNED FOR EMERGENCY AND PARATRANSIT VEHICLES.
10, ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. ALL SIDEWALK CROSS SLOPES AND
DRIVEWAY CROSSINGS FOR SIDEWALKS SHALL BE 2.0 % MAX SLOPE. ALL EXISTING SUBSTANDARD
SIDEWALKS ADJACENT TO OR PART OF THE PROJECT SHALL BE BROUGHT UP TO CITY AND ADA CODES.
11. WATER AND SEWER SERVICES SHALL BE PRIVATELY OWNED AND MAINTAINED. SERVICE SHALL BE
PROVIDED VIA THE CITY'S WATERMAIN ON INDIANA AVE.
12. CONTRACTOR SHALL INSTALL DOGHOUSE MANHOLE / STRUCTURE OVER EXISTING 8" SANITARY
SEWER MAIN ON THE NORTH R.OW. OF PINE AVE. FOR NEW SANITARY SEWER FORCE MAIN
CONNECTION.
13. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, COMPLETED, AND IN
SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241.
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14. PLANS ADHERE TO FLORIDA FIRE PREVENTION CODE-2001 EDITION, NFPA 101-2000 EDITION, NFPA
70-1999 EDITION, AND FLORIDA STATUTE 633,
15. CLEARANCES OF 7.5' FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4'
CLEARANCE TO THE REAR OF THE HYDRANT ARE TO BE MAINTAINED AS PER NFPA 1, SEC, 3-5.6,
16. FIRE PREVENTION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH NFPA 13, 1999 EDITION BY A
LICENSED FIRE SPRINKLER CONTRACTOR UNDER SEPARATE PERMIT WITH DRAWINGS.
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17. SOLID WASTE COLLECTION SHALL BE BY CURBSIDE PICKUP AS SHOWN ALONG HAROLD COURT. ALL
RESIDENTS SHALL STORE SOLID WASTE CONTAINERS INSIDE GARAGES OR UNITS.
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18. ALL AC UNITS FOR ALL BUILDINGS WILL BE LOCATED ON THE ROOF, UNLESS OTHER WISE INDICATED
ON THESE PLANS, ALL AC UNITS WILL BE LOCATED OUTSIDE THE REQUIRED SETBACKS.
19, ALL UNITS SHALL BE 3-STORY, AND SHALL BE EQUIPPED WITH FIRE SPRINKLER SYSTEMS AS PER
FLORIDA BUILDING CODE.
20. ALL PROPOSED ROADS, STORMWATER AND UTILITIES ARE PRIVATELY OWNED AND MAINTAINED BY
THE HOME OWNERS ASSOCIATION.
21, SOD ALL AREAS IN EXISTING RIGHT OF WAY DISTURBED BY CONSTRUCTION.
22. FFE=FINISHED FLOOR ELEVATION.
23. ALL UNITS SHALL INCLUDE ROOF DRAINS TO COLLECT FRONT AND REAR ROOF RUNOFF AND SHALL
BE DIRECTED TO PROPOSED INLETS.
24. BUILDING CONSTRUCTION SHALL INCORPORATE STEMWALL FOUNDATIONS WHERE GRADE
DIFFERENTIAL EXCEEDS 12". SEE PLANS FOR WALL LIMITS.
25. PRIVATE LIGHTING SHALL BE PROVIDED ON A PER UNIT BASIS, ALL ELECTRICAL CONDUIT TO BE
PROVIDED UNDERGROUNUD.
26. DEVELOPMENT SHALL BE PLATTED AS TOWNHOMES.
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, I I 60'(P) In Y ence
" III ....
I 16"""11 i- 9.53' 8.7' 8' 8.08'
"I 1 /1: I 2 "" ... - - .,......-----=--, ., iY J ~\ r -------, · - --
: 9 8.31: ::;t - - -,- - -I\., 18 OS' I
! I I i I . li ' I~j - ---r ~+-, I / ,I ---:+---t--t-p;- l-!' C
" I : PROPOSED 6' CMU I 'I 'I I ~ , 'I '~, I - l _ ~\l ' L___ ,-~ - : ~
,Ii I t,i- J I WALLW/STUCCO I . i 11 2fii I iL I . I,.:. __L__L_ 6'L- I--jL_L I to
One Story I S I, 1 1 I.... I I 8' 2M',,' 8'. I I I I I 'I I. I .
I FINI H. II~' , I ""if - .. L . I .. - I I IX)
I L conclJ~7BIOCk: I '~ I:. .. i ~ l j . ,r ^ I. l_ 1...1__ Id_ ~ l .l_ J lit)
i I I i - - : ' L4- ~ -+ ..... ~;:l=.J N / i '? U ::=; ~ Lt_..l l. I r - -l
: I Ii: I l&+; ; l ~ 8..1 8~. In ~u:J~ L I ,
! J Ii: I I" . \I"""' I.... I _~ / .... '--rJ - ,. I~ I I :
, I , I ,2 '-l... 110ol .!/ "T '0............ lOoI .,Y. -'_-I:L L I~I Existing I ,
i III I __ I""~ ..J.~~~ h ~" cQ lB.' ~ n ;:#~- _~~I. L 10 I Woad I
if' t l,~ ,- - - - - - - - - - - - - - - I : ~ I I; :~I~Al--:--7-l.1: li), . l.. l - \ NL 1-1 L Lib I Shed I :
,! I I 1,1 I : ~, ~~. II I IY~~IP""I,.AR, L L ~. .. . iLL ~l_. L 1 - L_ : 10 :
I I I Q. : \SIGHTTRIA, NG, ~-II-III~iIGH l...----r.....TUNE-- . II. LI _1__L1LL I I(/)L_ J I
I,,:: 1-1,; I~ . -+ I '
VI I : ~ LOT 6 ......: - b il · : l I i Ii . , " :. l_. L ,- L__ Lil.~ I 2' 48.00'(P) :
'~i I : : : F-lld~+,+ 1- ~t-.ctl UNt---"""t''''tffUNE-- I 1-+__ +- h!l ~ i 18.22' 12.4 S8 _31'43.~_~~9_8'(F) I
!"" 'I- _I i I : : -: ;~_---l- ~ I I.' ~l' I ~ ", II TypKfAl"lefI1~ ~ i / -----. - -- ------- --------
! I 11-- _.-l : 15" :! Ij , .: ~ I -~~~ -'j -_1-"' ~ r-.'1 PROPOSED6'CMU
! I I i I ~ : 1:\ I I I:' Oi I ' ': . ~~. '- !--- l-1L -L.L: ITJ ~...._I ~~~HW/STUCCO ""-
I ~ ~ I I : : I " 'J. - L_I_ I - Lml-ll I W II
:i 1""/1: : I :I ' I' , I ,'l I \ I \ \ L I. ..... .^ -;/ __ a
> LOT 5, ' ~ ~ I~' Li. .-~.' l ;- :' '\ :. - I -~ +-l= ~ 'I U VV El I ·
i I~I i I ~1-r!=U ~ 'I u::::!; . ,__l_--."Lnl_ ~~ I [V, I_Lon t_ I
ASPHALT I 1:0 I l . I, ,,rJ Q '^<., ~ 4 L - .. L _1_ 10.2' 2 ' . , l. L~l' ! I ,~,O'
: I~ I ; PARKING: I,' ! · L;-, I;.! "" - ~'I I I B' I 1 I I IT .., - .
I ro..: I ,I I 9g'0 II 11-:. ~.. ~ , I ~ Ln L I 8' '"TYPE P' . l I.. N n. L : r I
, \!..:. 8 ' I 1:1. jt. ,- ' L__ , CURB'I ',: :., ~ 1.- L : . iT : I
~ J..I i 1- ~ \ : ~~~~~~~~~~WD. r I ,1- -~ -~ i. ~ r ~ '1\ :- ~1+ + t-- n ~ - t- ., I .: - ~__II=l_L 'm :-j- I __ c:
I I ~II :,! ,I' _'I' I ~', .", 1--'-"-'- -l-l"l' :. ! 1 Ll--t-- --:,_' 'I: ~ E
I ~ i 1 : I I I I ' .I.L._. L_I_ L_ L_ L I .u - -- Q)
I I, L PROPOSED 104LF :~ 1 Co I : ,\201XjO'~Gln~ II 'I '\ ' ~~!:'~~O~DIH'RI:H II 1- h ~O" ~.a-~ i; ,.. .
I; -----------____--1 : 5'CONC SIDEWALK- 6 : 1,1~~1<;;r '.1,_ \!' I : F~rj~. iO.r,rl I 42'1 .~ -Jdt_~111.ll-- "h'l-= Lri~ ~o- .
, II I,' : PER FOOT INDEX #310 10" ,,-.;-, I _!_ IU..I. ')-h_ I. i\. ~ I "I I ~ o-L _I L ..\ I ~ u ~ ~
11f"fl' 6.83,L - ---~.2--4-'-1l-;;}- t.J ',~\ _n ____.J 111 8'.' 110 _:I_~N.~_c.-fIK-. jtN._: Ll.t~ :1 g,
\! ~ == --. ~~ ..:~..:..: ~..:..:~_ ~~~~ ~ ~ ~4"=~ = ===1~!= ~~ {F) _y~_:i:~T~I~~~;LK GO~') _ _ _ ~ 0" , 2" _ _ ":. ~_ ~ _ _ _ ... U 'I ~ ,_ , BF'~''p''V. R I' '" I
,~~O~ Brick S/W I' Nts9-~4'ol'W 60' -" . , ".:Ji. I t
,en,. ~------------------------------ PROPOSED' 7' TAPER /.~. . ~.:}t;'~;~.:t;,t~'~.i: )<~>::(~~~<;;< ~ i...." "'I_,...-_Jr j) I
'-.".-1...W ___ ____ m___. ________n ____ __ __. _ NOTE: ~ ". :~>:;:~>> >>;.> I .
, u U ,m '~~;ii~~~~~~~~r =-.., ~ of po"ment? ~ \~ "t ~;;" " ..",,', ,;i;:;c;1;:l:i,~ &:;:~' ':~i " ',' ,,! V 1- ," !. fiT ~
- -HAR9l P\~ ;. : ';;-. .~ ..; .!:.!:,f1liii!.bl,:~'ih*;{f""JJ... Ii' ..:.;;:ti,H", - I [ l I I
'-..... r --------------- - . . ---- N - ~: ,.... 11~."II!~."':'il/li!h '.,.". L '. ", . f ~..".-.'--:,i.
~f",~.' ,:.i.~ .' ~.. '.\c,\. l~' ..J, ~i" r,' '~', ("J.~;;'ln!~..\' ..~~\;'" f.~"
, - , , "", .::'1~;ili'.1 d~, ',:: ;~ ."',F~{".. i"" ::r,;'
i - ,~" uu~:~~~'~~~~Kumn uu uf~:~~~~:;~f;-o C50'uRIGHT 0 ='orrAPER ~ i, ;i, "'~~";df:il,;J '" ' "it> i I~ ~ft t c
~ , Edge pavement-/ ~} :;'i) ( ,~, (;~;;~~"~,' :: ,~~ ~:',:1tt- rrlI?-l.lL2- '.- L.
i ;,;;~ 1 'I"" "\ 'i'Th 't;;:,,:;,~~~t\;, ,:::",., '~"i 'I' iI" .. :11-1 0 ~
--. ---e'",,--/ - bT.", :5: " :;~~' "
y ~ ,'.-,---_.'.,
I
NE I
.A /"13.5'
i / : f ", : R.OW. VACATION. 4' WOOD I i I:! I l _1_ L ! .. /
ACCESS , L _ L L _ 1_, L l - ,
i , : \,: ~1B" GATE. I I 113~' I I I I .. c. . / m
Ii I \i <ill I ~ ~
i \ r__.o'-----.o'-----:oo'----____.o,___.__.o,____~ i',....-tc..---- I:, : ~;=\r.Jl L, f'/4<< "..' i PROPOSED
\ ~ . ill! : "'\, i -, ---, 3" i,: . ~~:~ i ~t24'1'.1 R10e liE~~%~ON
i: i : '.0;, : ''q\~I:: ';lli4-L-L 8 ' ......;;;: ~
ell 3"::: ",: \to: : ), ~'~~I~t-=t~ -1. ~
o i- .0,_ __ _ ~ I I ' I .. ,I - I. I. .. -. I k
I I -- ,o'i i I I i.. . L ~. 1- t., I... 1.._ L__ L.. .2.... ~.'
: I, I II, I I 1 \- II..' I. .1__ L_-' 4., ,
: I I I E 1 ( .
: I I I RUN I)N PON[) \ I. \, Lli\..L._L.LL .. ,
ij ~: ~ LOT 10 II L_ __1_ L_LLUI I .~ .,
: I LOT 12 I 'LOT 11 "( I I ~
i:: i Existing 1\ fl log! :ri~I~--ct-l. f.'
:1 I I Retention I ~ I. -! '_:.:I._L_I.L :8"
i~ ~ i Pond j '6T4f1 I II : L I,' : ;---IL. [1_lt-," " -7''''' ,~'37'''WVl]7.99'(F) ----------- -----------
i : i : PROPOSED~CMU I 3"(, .II : II' ; li- 'L'-- ul... ., ,- 1- ",' ,--- 4;'~P)
il-! :, ~~I~LHW/ST:CCO! I~ :11 :'~~~-:-..J.rtT9m} i 1/ '\ ~R/0:r~~~06;1~~S~~ALL
if : ~ I. I I i I ~ 29" \ IV
umm~" !U_~__U_'__'!:,-,-d'O' ---'0---"1'OUI !~! i : :i~'t~-:ljl~~' i\ !~r ~
:, I 01 I . .' :_.! I. ..1_ .- - c \: V /
\ 1 \
.... I : // . 13.5' I I _ IL'.'- LI--1U.'-'lL--L.III"",\:: .i'B. 'i..... ~ to ...-' t(,
_~ Cll>,_____'IO\_____'IO\____+qol-----CIO\-----'IO\-:-~:_-qol-----qol-r---qol---__qol-"/ 1-. L I ~r-;- I
~ : I ~ om I
... ",-fJ(e~~..:...:~..:..:..:~L~~:; ~~~_~~e~~~ -~~~---~~eL~e=:"=-=~r~ -~-;B9..2'4j1"W ~J;J~79:96'(F)- 5l+ crL
---:--~~~~-:-~-~~~~~-:-~~~~~~~-~~~~-~:~:~~---.=~ -~:::~~~.- ~.-.-~-----~:-,~~.~~~.------- - -:--~~--~~~~-~---~----- ~--~ --.~ ~ ~-----~-~~.~~r2.C~-~~.::~~~:-7:~.~.:~~TIEINTOExIST\n _mmn" "nnm ~'(f
CONC, SIDEWAlK. --\----
Edge of Pavement DIIIIUI:: ~ ~PROPOSED 120 L.F.-
r..-.;; g I ~ I 5' CONC. SIDEWAlK.
Asphalt Pavement PER FOOT INDEX #310
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LOT 1
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LOT 1
ROPOSEDTRASH
ENCLOSURE. STUCCO
PAINTED FINISH TO
MATCH RESIDENCES.
SEE DETAIL SHEET #7.
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LOT 2
f"~
GRAPHIC SCALE
20 0
~
LEGEND
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II
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11=11=11 II
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'I
II
Nil
II
. \
.-106 L.F.-
INTEGRATED
PERIMETER CONC.
FENCE & POND
WALL. STUCCO
FINISH TO MATCH
BUILDING FACADE.
Lt". :.:-=, -=- -=-""":J
Existing
Asphalt
Pavpment
LOT 9
. f
~
10
I
20
I
40
I
1 inch
( IN FEET )
= 20
ft.
,. .
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'. .1
I
I
PROPOSED SIDEWALK I
CONCRETE
EXISTING SIDEWALK I
CONCRETE
PROPOSED ASPHALT
PAVEMENT.
PROPOSED BUILDING
EXISTING BUILDING
PROPERTY LINE
EXISTING CHAIN LINK FENCE
EXISTING EDGE OF PAVEMENT
PROPOSEDCONC.CURBI
EDGE OF PAVEMENT
HANDICAP PARKING
EXISTING CONDITIONS LEGEND:
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It)
N
N
b
o
(/)
1001
~
e36~
(60' RIGHT OF
(NOT OPEN
U N PAVED )
Y)
eGo
64"
- - - - - - -- =- =- =- =- =-=-= =- =-= === ===- ~=== -=== - :-=====-= -=_c-==~____=-=r___...______..._________________________________________
---------- -~-~~-~- 0 ~ --P -~ ve~ en ~ 7--- uu_ - - -- ---- n n_ -- n. n__________ nn___ - .____n______n.nn_________..____ 'n
TYPICAL VEHICULAR
SIGHT TRIANGLE
CONCRETE
DRIVEWAY
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=Comphor
=Overheod Wire
=Woter Meter
=Woter Blow Off
=Sonitory Manhole
=Bollord
=Guy Wire
=Utility Pole
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MDC
4
PROPOSED 45 L F -
I I I INTERLOCKING BLOCK I I
I I I WALL. TOP OF WALL I :~, " r ' , "
I I I ELEV: 34.0' (TYPICAL.) I" I
I I I ., .. I I
I I : PROPOSED 160 L.F'L7~ I J :r-PROPOSED 85 L.F.-
I I - CONC. STEM WALL B ~ SEE SECTION 1" CONC. STEM WALL
I I \ (TYPICAL.) I SHEET #9 / I (TYPICAL.)
;<:'~:19i,,' I "i! T" (i - --- - n - n ...., ... -- + - - - - -- - - _~-2'~~1 to. :::'~-E / 59.20'(F),: N8:9'29-E 60.6)F)/ -MATCH
/><'.35 :);/~:f ' ,; ,,;,;,1,:'1' ./ L ' I 16.... ~ . CO-4 ~.A _...." '\ L .1 I L!ji~ ,.......,
X'''';f ,: : IS:' : : I I I ' r' '''7: T 1.,\" ...,. >31,' : I~~ till I. 11;;-
~ ~</~' / "("",,./ ~!!i i. :. "I H ~,. Con~~.I~I~~ck:1 : : ~tb~~~t r~~ ~ ~. / t1 t~~~~t I; GRAPHIC SCALE
I.IB" pvc ~; ! H- ~ ,,' 1607 I i~T I-=i-: 1- #= ~ 1::"" <? LJ:=; l~ l.=-..[ L 20 0 10 20
; ; Sj r' I u I I ~ I~ 1 i L;1' ,-- ~ ' I ~ m . ~. i..I~ )~~ L ~ I l I
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i i!!'~,~ r- - - - - - -~ I SI Ir .~~r.-;-...l.. i : I_i J..1.... '[1 1~11.llfi~.gL!- 10 J WALL.J40~(~::~~~~
I I I II I I I II ~~ ~ I I I.. ..\0 l ~jj,; :'OJ :-i-; II' ~~ i. 'IL-,I7Jj '..'ILL 0 ~ ELEV:.., I
I ',,"' I I I. : 'I I ~. I"".. I, :,' ", r:1'~: :",.:,' . .:i1T1 Uolo.'@11
';:...= ~~~''''I II~; '; i i~ I : ~ ~ I u ; ( 'r' ~~~. .l: : I' ~, - ~.;, u' I, ; III I~_ l/_,L~~ ~ ~ ~ 48.00',(P) I
\' ~~~k34/hl ; )1: ~ '.... "T' I : ...... OJI i - ~:1=+::C \ ' ,~ , " (r -I;' ,.L :4=~\:.LL ~ a: ~~89'31'4~E _ 47.98 (F) .,,, / I
~~. i\~;~rr.'1 f i~J : ~~1 'il~liH ~f "li';~"Lt1~~1~t I I~ MATCH--lF(;~"~~---r-..t
" I \" " , , I It : . d!l W I r~...,.." "1"'1. ' I ,tffillUL I Ilrnll ~ :.-- J!-PROPOSEO 196 L.F. I
:: I i..t fA" 7 I '" if"f:; ',,1 ):. I I, I ;1' I I. l I' ~~ c ) I.. ~u' ',_i: .:' : l U. · 1\:i~ '.'_~' ,~. Ll2 '@:Il.,..,..; ~0-8 [I:: ~~~I~;'L~TEM WALL I
:: ... ,I I L" I I' ~ '1 :~W- -+. L ;:!:: L,L ~- frfi ' W:::!;N : '~"'l- \ '/ } ~ ",,,- I ;.IQ11 IN~ I
i~" Ii Ii,. I !! 1;1 i ," ~;~~~L; Iii ~ :~1: i:~ ,_ I~:: ~~l-'~ =~::::_ ~~ :1-- :l-~ ~I". i ~ 'I~ < 1 ~~,~ EE~11 LROPOSEO UNITS 9, 1~,
II /1. II 1i " I Pol 1_'-=-.L1!:;::1l---~, ~.--'I-l' --nO, L. 0 . .:"~~L.~:t~'[-~t. ~Ii 11,12,13&14SHALU-IAVE
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:: Ii:", U: 'I l. ,.' I I ZI I :L~ I I I I 'b~l I'~"~ '~~~~l 1._~l'l '-I' vt-- I ~ ~~ II I
:: I Ii' ii III, ,:,.",1 : ~8" "b1~dE:r}.i~-~ ,. (f .~\$. .Fe:,,, ~ 'rtLlLnL~ LOin II I
II I I I II I " - - - - - - ~ I CO-3 I ~~t I I : .. ; -i I I ~L~ :_:L I I l~i."'I'r-m. -':.~I~- ~~..,:\IIII 'I
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7., ,. H \ '.' 'c MATCH ,\' ",',,, ~2) . ~. ~~L'-- Ll'- .-ll" utt II ,,> ,SHEET #9 I
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II " ;, \ 11'1, ..... '. t- 1 t T. ~n'; IhfDC ~ - - - - - - ) IElevation=26.30 I
Existing Drainoge----l~// -'--+4-~H.-.'p"),.;,... ..,"~.- ,'-: ~., .~~.?:.. 'eI "c. ~,1.._'.,. ~ ,_CH ,., ~ i, r~.'.,.~,. ""'-"i 11' t- 34.~.()!3fl,i _1--1. L\. 3';L I ...__ETxist. Grate Inlet
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II HI I I 0 ~ dOl -- -- -- -1;:)01- - - ~ __ ;:)0)--'- " ... t06 I ~ \ U' I ' I . .' ^ I, 0-1 PROPOSEDRI D w I_PERIMETER CON. F .
I: :: v :1 I ------ ' I ~ .-~, ., i 3" ~ I -; - I..: ~"L~:.-F ~:_- ~. ", ." . l~" ~. TOPOF8~KE ,:34()()' ~ STUCCO FINISH TO ATCH
I \ I ,~... . "'bi~;t. Outfall I '" I t06 I: -I I I :~~~'4:-:.. 4.1 ~ POND~n1E:285O', }f> ~ I BUILDINGFACADE. I
;::: : : I 'UTI St,w'"" I \, f,icticg 100 "" i & j :11.." D,H.~ .E :3346 N W I C 5
:: :: : I '" I : 'Elevotion= 3j.1 B I '" lof [junk ;,.\ i0 , I II I 1414 L ~~;?; ,.'~;, ....;;.s" D.L.r,t. . E : 30 15' ~: ~l EE SECTION I
I' II Skirnrncr Elev,=33.19 t9 ., 0 'j I : I.&.. l ..1. ~-- "~C\i ,~: '" ~r- J ~~ S,H.r,t. ,E : 2550' IQ co I ~. SHEET #9 I
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II II I I I ''';'';0 ___ ""'" _)r.. 7 ~I Elevation=27.17
II II I I 0 I l.J ~ .1' .....W I
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,~", II II :- 30" RCP [ JJ 1.Ll ~ I.... I! I ,.., I ~ I~
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I I - - - - qo+- - " - - ~ R5 "'ll >~" .' ~8 ~ / TREE ROOT SYSTEM, 4 PIERS @ 10<' a.c.
e. >' I '. II '",c, : ;r~ @)'Ie(3360\..,j/,7,.7.><3U.I'J
/ I 5: 10", 8" .l. _ _. _ ~.' _ _ ~.__ _.. - ''1'6 - N 9"; 4j1_~ ~ 79. 6'(F) , ; ;MA T'&' RETAINING WALL NOTE:
/ L .... ... .. n ... ~ ~ -= -= ~ -= .::. -= . _ _- ~ ~3~ _ _ _ _ 9" _ _ ~ ~~" _ _ eJ" _ _~~~ 'Q, ~II~~E~O;:S~~T~':.T~N~~~~~~~ scmg~~~~;ER
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^ PROPOSED J'C' cb I I) ~
PROPOSED 32 L.F. - RAMP @ 1.2 SLOPE. I r 64"
INTERLQG,KING BLOCK .'.'% :
WALL (TYPICAL) . " ; (I, "'''"
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NOTES:
CONSTRUCTION NOTES:
1. ALL REAR ROOF DRAINAGE TO BE DIRECTED FROM BUILDING TO
INTERNAL STORMWATER DRAINAGE SYSTEM, UNLESS OTHERWISE
NOTED ON PLANS. CONTRACTOR SHALL COORDINATE WITH BUILDING
ARCHITECT FOR TIE-IN POINTS & REQUIREMENTS.
2. UNITS WHERE WHERE CONNECTION TO PROPOSED STORMWATER
SYSTEM IS IMPEDED, GUTTERS SHALL BE USED TO COLLECT ROOF
DRAINAGE.
3. ALL UNITS SHALL USE STEM WALLS. SEE PLAN FOR LOCATIONS.
1. ALL REAR ROOF DRAINAGE TO BE DIRECTED FROM BUILDING TO INTERNAL
STORMWATER DRAINAGE SYSTEM, UNLESS OTHERWISE NOTED. CONTRACTOR
SHALL COORDINATE WITH BUILDING ARCHITECT FOR TIE-IN POINTS &
REQUIREMENTS.
2. ALL FINISH FLOOR ELEVATIONS ARE MINIMUMS,
3. ANY AREAS SUBJECT OT EROSION MUST BE ADEQUATELY STABILIZED WITH
VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER
SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS
ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN
AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAT 5:1
VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE
SPECIFIED.
4. THE PROPERTY SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "X" - PER
PANEL 12103 C 0108 G, DATED 09/0312003
5. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET
MINIMUM 'ADA' STANDARDS. SEE SHEET #4 FOR EGRESS ROUTE.
6. CONTRACTOR SHALL INSTALL AS REQUIRED;
6" COMPACTED BASE - CRUSHED CONC. - 98% MSHTO T-180
6" COMPACTED SUBBASE - CRUSHED CONC. LBR-40 - 98% MSHTO T-180
TYPICAL FOR ALL PREVIOUSLY LANDSCAPED / OPEN AREAS.
7. CONTRACTOR SHALL REMOVE EXISTING BASE & SUB-BASE MATERIAL FROM
PROPOSED LANDSCAPED AREA & REPLACE WITH TOPSOIL AS REQUIRED FOR
PROPOSED LANDSCAPING.
40
I
I PROPOSED BUILDING
I EXISTING BUILDING
.'. 4 '.~ PROPOSED SIDEWALK / CONCRETE
I EXISTING SIDEWALK / CONCRETE
I PROPOSED PAVEMENT.
EXISTING CHAIN LINK FENCE
PROPOSED SILT FENCE
PROPERTY LINE
PROPOSED STORM SEWER
PROPOSED HIGH POINT
LEGEND
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, . .0".
I
I
--.-x--.-x
-
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-----
o 12,70
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DRAINAGE STRUCTURES:
INLETS PER FDOT INDEX #232
MANHOLE PER FDOT INDEX #201
@
@
@
@
@
,
)
@
STANDARD MANHOLE
TOP EL = 34.25
INV EL = 30.65 (N)
INV EL =31.10(S)
TYPE "F" INLET
TOP EL = 33,85
INV EL = 31.10 (W)
INV EL = 31.00 (S)
INV EL = 31.10 (N)
TYPE "F" INLET
TOP EL = 33.50
INV EL = 31.35 (W)
INV EL = 31.45 (N)
INV EL = 31.45 (S)
TYPE "F" INLET
TOP EL = 33.80
INV EL = 31.45 (N)
TIE INTO EXISTING
GRATE INLET.
INV EL = 27.50 (W)
CONCRETE RIP RAP
@ ELEV: 28.50
CONCRETE COLLAR
INV EL = 28.00 (W)
MODIFIED TYPE 'C'
CONTROL STRUCTURE
TOP EL = 33.60
WEIR EL: 30.15
INV EL = 27.55 (E)
SEE DETAIL SHEET 9.
ROOF DRAIN CHART:
@ 136 L.F. - 8" PVC
@ 1.00% SLOPE
~~D 54 L.F. - 8" PVC
@ 1.00% SLOPE
~Q:D 100 L.F. - 8" PVC
@ 1.00% SLOPE
CRQ.-D 34 L.F. - 8" PVC
@ 1.00% SLOPE
CRQ:D 104 L.F. - 8" PVC
@ 1.00% SLOPE
~[-[) 26 L.F. - 8" PVC
@ 0.40% SLOPE
~~D 106 L.F. - 8" PVC
@ 0.40% SLOPE
EXISTING HIGH POINT
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED STORM INLET
STORM STRUCTURE NUMBER
DIRECTIONAL FLOW ARROW
R.C.P. PIPE CHART:
@ 3 L.F. - 12" X 18" ERCP
@ 0,50% SLOPE.
CLASS IV
@ 60 L.F. -12" X 18" ERCP
@ 0.50% SLOPE.
CLASS IV
@ 68 L.F. - 12" X 18" ERCP
@ 0.50% SLOPE.
CLASS IV
@ 8 L.F. -15" RCP
@ 0.50% SLOPE.
@ 74 L.F. -15" RCP
@ 0.50% SLOPE.
CLEAN OUT CHART:
@ pvc CLEAN OUT
RIM ELEV: 34.80'
INV ELEV: 31.30'
0~D PVC CLEAN OUT
RIM ELEV: 34.80'
INV ELEV: 31.10'
0Q=D PVC CLEAN OUT
RIM ELEV: 34.80'
INV ELEV: 30.80'
0Q.-D PVC CLEAN OUT
RIM ELEV: 34.80'
INV ELEV: 31.80'
@D PVC CLEAN OUT
RIM ELEV: 34,80'
INV ELEV: 30.80'
0Q'-D PVC CLEANOUT
RIM ELEV: 34.80'
INV ELEV: 31.80'
@ PVC CLEANOUT
RIM ELEV: 34.00'
INV ELEV: 28.10'
0Q-[) PVC CLEANOUT
RIM ELEV: 29.50'
INV ELEV: 28.50'
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lD I I I SERVICE. 12.:!:. L.F. - 6" PVC I
I I I 1 SANITARY SEWER LATERAL
I @ 1.00% SLOPE I
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~""." I; II/! i i I II J vo~~/-I ~~;e~le~,ea: ~~.~5 I II ~.-_/ ~! :: :' II -' i.' [pvclpdnlMJLR.
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'" t' I I I I v II A'I Clean Out Invert I ,- ......, . I.:.. I l en ~ lI" : en L L L IlL L
\\11 I \'~ III Y' ~ 1'1 I Elevation=32.45 I I 1- L L .-...-! ~..
\ r-=77' I , . fJlll., 1_ I.~.l. i-
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ii.: I ~ i! I Ii I MAIN TO BE PLUGGED · II;'II~TU~~~, ~j~ I /~ ,YJ 1.1 LlST~B!'"l . . ui II II ~~
1:9' i ill I \\1~~.m.::...::..::..::.:.:..::f{~8'1i'51"W -=.J3746'(f)I.J - ~..AND~~~~~O:ED,O. 12. UJ _IUD / / _" nE~ ~ l~ =':'~~IDN}' : : Iii
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:: \ I \ Iv,! PROPOSED2"GATE PROPOSED 26L.F.-OPENCUT. nm - ~~ . 0 uno. 0 n. 0 u moo "'~---- ~ ~ ~ ~"900 00* .1/--PE9~~iu
:: \ X~ VALVE & CAP. PAVEMENT. SEE CITY OF ~ 6) f. eo BENOl'} '.~'. 0 ;/.' ~t;,t:Ft3:::~.
ii '5 ~ ~," CLEARWATER DETAIL SHEET #7 ~ ~ HAROLD r nm I I!!IJII 10::.. .,,;Pl':: :~_;.;:. .i.wm " o~A~~M,i.
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ii ~I~~tric I R \\ ///~~~~-~------""---_..,----""-------.-.. - __._______n_.._n__~ )~~,.~ ~T~E..' . 4"900 L::v';.;" I
II I rF\'\ -I -140- - - - 140- /40"'" ~...:J V 19M e".,. 4. BEND ~ ~ r ..! -'. I [,_
II ~'; \ I // .~40 -, - - 140 - - - /40 ........--,,~ --........ 240 L.F. - 6" P~S~.M, /.~ 6" TEE ~ -. :, .en. ~~- ~A~'- I 17-,.
:: \ .. / ~ !:.IC"lI' LJ ~ T'" ,-
!! If 4" TEE ! ~~~A~~~~E \~l~ ~~~~~'-l~:(:r i}L ..~
II I 4" TEE I - III I ) TYP}CAL .slut,.l. t -/1__
II r 'A' THIS SHE T. ~ II IIf L . dUlf I J 111
1:110 II I : 3 CUT PAVEMENT. SEE CITY ASSE BL Y. PER CITY OF T ~ ~4"FDC I'j'f
II I: I 3" I OF CLEARWATER DETAIL CLEAR ATER DETI'iL ! ! :_lj~;rlc;.l ; ci I 0 F-4"Fl ~ I
II I III . I S 1 SHEET #7 SHEE-r #1 O. I 'I.__l_ I is. TIIB pUT . .. ./.@7J
II:: PROPOSED 281 L.F. - I REPLACE H.C. RAMP A 1 I 18" I:'. - l ,.i'.':,,' . ~ I 'L 4" 900 BEN
:: I III 6" PVC WATER MAIN. : REQUIRED FOR WATER I I ~ , Th-pbL fl~ l :, 00 TYPICAL
II It: I MAIN INSTALLATION. PROPOSED POTABLE WATER" \ RISSRLbCATlpN.\ " ,in "'" I
:! I Ell \ II MAIN TO BE DIRECTIONAL PROPOSED 4 DETECTOR 3'''-8. : i .1. 1.1 I_I I l. ' <t ~ I 1~1t)
:: I:~:: L6" X 6" TAPPING SLEEVE AND VAILVE I ill I BORE WITH IN EXISTING VALVE I ASSEMBLY S, RPZ. I : H :-- :-- ;--;-~.. ~ ID ~
II olD:: PE'~ CITY OF CLEARWATER DETAIL : I TREE ROOT ZONE PER CI[rY OF CLEArWATER t't ~ I~
i: ~2: I :: SI1.:ET #10 (TO/BE PROVIDED BY : I' DETAI4 SHEET #10 !: : : ! : : : ~. ijj i; I ~ f'I
II _ II CITY OF CLEARWATER & PAID FOR 'I L 1_ L :- l_ :- L... I'" ~ ;,. ~'~. ~~: (f)8
I~ :: BY APPLICANT ) ~3 I ~ I I L I~~I L._L I _____ ~ "'"
II II I ...... \... I p~ 0 1iOO~.R., _,
:: I I' II · I I . ['-i!J* P E: ~ ,: IlII....
II II I 1- WA ilNHU ,.:~. i r-16L.F.- VC 0.40% I~ '.
:1 II :: I: I II_l__...,.! [ l.1 I / ~-- LI ___... <~~,I
j J ~ Ii I i LOT 12 : LOT 11 LOT 10 L.,- L l__ L._ :~_ ~__ L.l_ i_I (/) ,;~ ~ I Jt- I All ,
-/-/-/ /co:: I i NOTE: I I i l '.- i. Iii ! ' ! '(/)7 ~
I I I ; , i
',.. L__. I. . ;,.
~:i I - 1:1 i;J II: SANITARY SEWER SERVICE TO LOT 6 MUST BE SERVICE. 1" CORP STOP. ~ - ~, .._" : -- ,--', :-;, I T 9 29-
II Electric LJ 15 L.F. - 1" PVC, WATER ~ ,l ~ 1ft I
II I r-.------J Box MAINTAINED(C TAND CAPPED) UP TO EAST METER&CONC.BOXI ~ .i: i..Ci_ L. :l!;t-~ jr "Ie
.~cJ1 II i \ el. PROPERTY L1N~1 OF LOT 6. II LID. ~I ,. !_J::: : : i, ' I. enT1 :. II .
P -======.~\\ I ,~ POWER, CABLE AND TELEPHONE SHALL BE ZI i i I!_.\ ! Ii. ~ N
III I~; I ~3- RELOCATED IN;Cr CCORDANCE WITH UTILITY: ~L - I i 1.,:._: ~ I.i ;,., ~~ l'
/ I PROVIDERS ST NDARDS. I 0 i ..l LL.L I_I ~ om
I I I 3" . ~ ''It / PROPOSED FORCE MAIN &
::!!l; " I S. 10. B. I ~ I iI! SANITARY SEWER TO BE
., -1 L ~ __.m .mm_ ~ e" .::: .::: .::: .::: .::: .::: ~ .:.1..........J!t..J. ~ ...:-...:. _ " g."-:':- _~ ~ tit 3......- fIt3. <0., - N89', 2'41.W - 79, is'(F) ~ ~~~~~g~~~:~~~~;;~~
I: lD // _ _ . .'~ I
.. - --IL... - - - .-- . .-- -- - -- - -- -t- - - - --= ::. =-_= ~.= ~== =.~ ~~ ~:=.-===-.~~~ ~-; ::=-;== =-;::= =- .:c= =---; "'--; =:-; =: =: =:---; =~c-: =: =---; =-;::-;=---; =---;=c-;=c-::=-::=-::,,--:=-::-cc-:=-:=--;; =-: --==--=::=._='---~-~_,-_~-_-_-_-_-_-__===- -- --- - -- -.. . '. ~~~ f?\ _
-.-SA'NIT"AR~Y~~MH~EREITM.~:'I -S"san- - - - LS"san s" 01" " " ___m____.._______ ~:////h ~ ~ ~6
~~E~f~~~~~~:rSRT :: L - - - - - soo- - - - -0 soo- - - - -8 soo- - - - -8 soo- - - - -8"soo- - - - -8"soo- - - - -6"soo- - - - pfEOST1EET -8"soo- ~~//w~; ~ l PROPOS~L.F.
ELEVATION=34.39 " " " " " 4" 4" 4" 4" 4" ,/./..: """- - 2" PVC SANITARY
E. 6"CLAY INVERT - - -6 wm - - - -4 wm - - - - -4 wm - - - - -4 wm - - - - -4 wm - - - - - wm - - - - - wm - - - - - wm - - - - - wm - - - - - wm - - - wm - FORCE MAIN.
ELEVA~ON=3~S7 -------------------_________________________________________________=~~_=~==___=_=__=______________________________________ I
S. 4" CLAY INVERT ----- ------- ------ -- -- -- --------------------------- --------_____J
ELEVATION=35.54 PROPOSED FIRE HYDRANT 4" FIRE DEPARTMENT
W. 6" CLAY INVERT ASSEMBLY PER CITY OF ~ ... .......... """"""- CONNECTION LINE.
ELEVATION=34.93 CLEARWATER SPECS. & DETAIL(S). 1-; "
I
TYPICAL UNIT WATER
SERVICE.11" CORP STOP.
23 L.F. -1" PVC, WATER
METER & ICONC. BOX I LID.
48.00'(P) :
47.98'(F) r-
I
LOT 2
LOT 1
6~60'(F)
LOT 1
.
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Sanitary Mh Rim
Elevation=34.12
N, Rcp Invert
Elevation=29.17
W. Rcp Invert
Elevation=29.21
S.e. Rcp Invert
Elevation=29.6S
~II
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PROPOSED OPEN CUT
PAVEMENT. SEE CITY
OF CLEARWATER
4" X 4" TAPPING SLEEVE
PROPOSED DOGHOUSE
SANITARY SEWER M.H.
RIM EL = 32.15
INV EL = FIELD VERIFY PRIOR TO ORDERING
MANHOLE
DETAIL SHEET #7
6" POTABLE
WATER MAIN.
AND VALVE PER CITY OF
CLEARWATER DETAIL
SHEET #10 ( TO BE
PROVIDED BY CITY OF
CLEARWATER & PAID
FOR BY APPLICANT)
-
-
'11
r
NOTE:
CONTRACTOR TO FIELD VERIFY LINE LOCATIOIN
A "Ir""t. r""t.r-r""t."T'"I' r-oar-o.'''r''''"lo"'T'''' . ....r- ....",...A I I A'T"I".'
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UTILITY CROSSINGS:
CD
4" FIRE LINE
2" SANITARY
FORCE MAIN.
o
~
~
1
15" STORM WATER BTM.: 31.28'
8" SANITARY SEWER TOP: 30.28'
CLEARANCE 1.00'
L:.J
o 15" STORM WATERBTM.: 31.14'
8" SANITARY SEWER TOP: 30.05'
CLEARANCE 1.09'
o 15" STORM WATER BTM.: 30.81'
6" SANITARY SEWER TOP: 29.92'
CLEARANCE - 0.89'
PROPOSED DOUBLE DETECTOR
CHECK VALVE PER CITY OF
CLEARWATER SPECS. & DETAIL(S).
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UTILITY BLOWUP DETAIL ~'
N.T.S.
UTILITY BLOWUP DETAIL 'B'
N.T.S.
LOT 2
I
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-----,
r-=-= I
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946-
GRAPHIC SCALE
20 0
~
10
I
20
I
40
I
( IN FEET )
1 inch = 20 ft.
LEGEND
I
I
I" : '. 'f
I
I
I
. .', . .1
I
PROPOSED BUILDING
EXISTING BUILDING
PROPOSED SIDEWALK I
CONCRETE
EXISTING SIDEWALK I
CONCRETE
PROPERTY LINE
- - .. - - - - - - - EXISTING EDGE OF PAVEMENT
PROPOSED CONC. CURB I
EDGE OF PAVEMENT
. SAN . SANITARY SEWER MAIN
\1M WATER MAIN (PVC)
Fl. FIRE MAIN (PVC)
. SANITARY SEWER MANHOLE
· SANITARY SEWER CLEANOUT
@ SANITARY MANHOLE NUMBER
~4 GATE VALVE
0-- BLOWOFF
~ FIRE HYDRANT ASSEMBLY - FHA
II REDUCER
o UTILITY CROSSING NUMBER
UTILITY NOTES:
1. CONTRACTOR SHALL LOCATE AND VERIFY ALL
SOFT UTILITY LOCATIONS PRIOR TO EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY RELOCATIONS NECESSARY TO IMPLEMENT
PROPOSED UTILITY PLAN.
3. ALL PROPOSED UTILITIES FROM THE R.O.W, TO
PROPOSED BUILDINGS SHALL BE PLACED
UNDERGROUND. CONDUITS FOR THE FUTURE
UNDERGROUNDING OF EXISTING UTILITIES
WITHIN THE ABUTTING R.O.Ws SHALL BE
INSTALLED ALONG THE ENTIRE SITE'S STREET
FRONTAGES PRIOR TO C.O. THE APPLlCANrS
REPRESENTATIVE SHALL COORDINATE THE SIZE,
LOCATION, AND NUMBER OF CONDUITS WITH ALL
AFFECTED UTILITY PROVIDERS.
SANITARY SEWER STRUCTURES:
@ PROPOSED SANITARY
SEWER LIFT STATION.
RIM EL = 34.20
INV. EL = 28.65
SEE DETAIL SHEET #12.
@ PROPOSED STANDARD
SANITARY SEWER M.H.
RIM EL = 33.98
INV EL = 28.80 (N)
INV EL = 28.90 (S)
INV EL = 28.70 (E)
@ PROPOSED STANDARD
SANITARY SEWER M.H.
RIM EL = 33.90
INV EL = 29.35 (N)
INV EL = 29.25 (W)
INVEL = 29.15(S)
@ PROPOSED STANDARD
SANITARY SEWER M.H.
RIM EL = 33.60
INV EL = 29.60 (N)
INV EL = 29.50 (E)
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o 15" STORM WATER BTM.: 30.90'
6" SANITARY SEWER TOP: 29.60'
CLEARANCE 1.30'
o 15" STORM WATER BTM.: 31.08'
8" SANITARY SEWER TOP: 29.34'
CLEARANCE 1.74'
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
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04561
ALG
ALG
BW
MDC
6
/ 1/8" SAND FILLED JOINTS
_t ~2 - 3/8" PAVER - APPIAN
2 3/8" t STONE BY TARMAC (OR EQUAL)
-t BEDDING COURSE .. 1" WASHED CONCRETE SAND
~J
1" BASE (ASTM C33)
.. 12" CRUSHED ROCK 98%
12" SUBBASE MODIFIED PROCTOR
'---cOMPACT 12" SUBGRADE
TO 95% MODIFIED PROCTOR
ARCHITECTURAL PAVER DETAIL
N,T,S
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (8"x8"x16"). Materials used should be consistent
with those used in the construction of and architectural style of
the principal building. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be
made of the same materials as long as they are made of
approved opaque material.
2,) FOOTlNGS
8"x16" concrete w/2- #5 continuous rebar imbedded.
3,) CONCRETE SLAB
Monolithic, min. 6" thickness w/imbedded 6"x6" I 10x10 welded
wire fabric (W,W,F.), 3000 P.S.1. with fiber mesh reinforcing.
4,) CONCRETE FILLED CELLS
With 1-#5 vertical rebar tied to footer steel at each comer and
every 4' O.C.
5,) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel
w/privacy-type slats inserted in galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gates and post constructed and installed per applicable building
code by licensed fence contractor).
6,) DROP PIN
1/2" dia, 18" long metal rod gate latch. Provide 3/4" dia, hole
6" into concrete for rods. In asphalt provide a 3/4" P. V.C.
sleeve, 6" long, or equal.
7,) SOIL
Soil bearing capacity to be at least 2.500 P,S,F.
14'-S"
6" dia. Steel bollards
conc. Filled (typ)
10'-8"
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12'
clearance min.
00
swing gate (typ.)
4'
Min.
L
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drop pin hole
(typ,)
PLAN
N.T.S.
CONCRETE MASONRY WALL CONSTRUCTlON
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24, General conditions and
construction requirements shall be applied as specified In UBC, Section 2404 (f),
during grouted masonry work,
1, All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal In six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' o,c..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
5. Mortar shall be type M or S, In accordance with ASTM C-270. Place all
masonry In running bond with 3/8" mortar joints, Provide complete coverage
face shell mortar bedding. horizontal and vertical.
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size
of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at
28 days,
7. Minimum 3" X 3" ciean-out holes (saw-cut) are required at the bottom course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry inspection-provided in accordance with ACI 531-4.6, and before
grouting.
8, Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~", mortar droppings or other foreign material. All cells shall be in
vertical alignment, and shall solidly be filled with coarse grout as specified,
9. During placing, grout shall be consolidated with flexible cable vibrator, First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADt.4INISTRATlON
ENGINEERING
REV,
4/9/02
OATI:
ORAWN BY
L....
CHECKED BY
D.W,
DESIGNED BY
P,H,
DUt.4PSTER ENCLOSURE
NOTES
DATI:
6/01
INDEX NO,
701
3OF3
Rev, Note.
R.C.
DESCRIPTION
APP,
Tie beam with
2-#5 rebar continuous
12'
clearance min.
gate (typ,)
6'
1-#5 at 4' center
Gr
3000 p.s.i. concrete slab with
fiber mesh reinforcing -
monolithic, min 6" thickness,
6"x6" / 10x10 W.W.F.
rode
S"x 16" concrete footing
w/ 2- #5 rebar (typ.)
ELEVA TION
N.T.S.
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADt.4INISTRATlON
ENGINEERING
REV,
4/9/02
DATI:
DRAWN BY
L....
CHECKED BY
D.W,
DESIGNED BY
P,H.
DUt.4PSTER ENCLOSURE
SINGLE
DATI:
6/01
INDEX NO,
701
IOF3
Rev, Not.. RoC.
DESCRIPTION APP.
FOOT Type S-3 Asph. Cone. patch to
be 2- min. thickness or match existing
for thickness In excess of 2-
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T=Thickness of
original Base
T+2- (8- Min.
Compacted Thickness)
Resurface full width of
street on longitudinal
Installations
4' Min.
Monolithic Slab
If this point Is
within 4' of an
existing joint,
then replace
to the joint.
Undisturbed Exist Base
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Replacement base
material shall be
approved by the
Engineer per City
Article 22
12-
W
Trench
Width
Varies
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18-
t.4ln.
W
Trench
Width
Varies
18-
Min.
Compacted
Backfill
Undisturbed Trench Side
Compacted
Backfill
T=6" until W exceeds
6', then T=S"
ASPHALT STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
......
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Undisturbed Trench Side
CONCRETE REPLACEMENT REQUIRED
FOR UTILITY CONSTRUCTION
4/4/2002
Rev Notes.
Remove Sheet 2 of '}
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RED~~~ BY STREET AND DRIVEWAY
REPLACEMENT FOR
CONCRETE & ASf~HAL TIC
CONCRETE SURFACES
1 OF 1
DATE
7 92
INDEX NO.
104
G L.B.
CHlCKED BY
G.L.B.
DESIGNED BY
eM.H.
REV DATE
DESCRIPTION
APP
CONC.
SIDEWALK
Match Existing if
Existing Sidewalk
~
Gross Planting or Other
Non- Walking Surface~
6"
4'/5'
6"
~
'1-
6" Vertical Curb
in Transition
RAMP CURB
.
~
Exist. Type I Curb
I,Remove Back of Cur~ I"" Flow Line
if Existing
: --<;1
~
RETURNED CUR8 RAMPS
If "x" is less then 4S" then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
VALLEY GUTTER CURB
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
CONC. RAMP
OF SIDEWALK
BACK
l-d~
Textured Surface
~ -======='1
., .': . .'
MAX.
ELEVATION A-A
SECTION 8-8
NOTES:
1, Ramps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have 0 Tactile Surface, Textured to a
Depth Not Exceeding 1/S" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic DeSign Standards, Detail 304
Or Most Recent Modifications.
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADt.4INISTRATlON
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REDRAWN BY
P.W.D.
CHECKED BY
T.e J.
DESIGNED BY
e,M.H
4/14/15 '-netrtD.. '-*-'
, /t5 Added .....
DATI:
1 93
INDEX NO.
109
REV,
DATI: DESCRIPTION
APP,
2 OF 3
<;00,
(C.'- ,\.,0.
-^e <;00,'"\ .o,\.'
-loe" ."\ '~'0o<;O x.;I,'
~o ~-:/) 0,0, ~~'0
\.:.~ 'ye 0,'0
\' x\"
A 0'
\.e'
G"'-
3' Transition
Rem,", -"",~ if E',:~:"\
Max Slope ---------.J 1"\l
t4" /
1L2~'__ [x_p~_Jo.iIlY
Joint
NOTE: Wings only it
Side 510 es Re uire.
8
R.O.W. Line
TYPICAL DRIVEWAY CROSS SECTION
Exist Con c Drive
Bock of Curb
12"
1"~ Max Slope
Non-slip surface require-
ments, see Note 8.
4"
~
u
c
o
u
Q)
.D
Cone. Sidewalk
8
PLAN VIEW
o
::::!:
f D
o L
. ::J
4' U
ft
Remove Bock of Curb on State or Vertical Curbs with a vertj( 01 Saw cut
or Remove entire Curb and Replace as Port of Sidewalk Ramp.
c x ~
.- 0 0
L:2 D-
, , 0
nNf-
4' Min Residential Street
5' M in Arterial Street
l' City R/W
2' County R/W
L
1/4" per Foot
Modified and Valley Gutter
join exist back of curb
112"
1"~ Max Slope ~
~~.., ." . '~.' . . . .,.' .......
."
Curbs
. . .t>'
~
. ~. .
. .: .
Textured Surface
3000 psi conc 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh, See note 7.
Bock of Curb
Remove to an
even join t or sawcu t
Expansion Joint
SECTION A-A
SECTION 8-8
NOTES:
1. Provide tooled joints ot distances matching the width. Also
place exponslon joints at driveways,
2, If some physical obstruction el><lsts which prevents the placing
of sidewalks as shown, contact the Engineering Division for
alternate location.
3, Wooden and other spacers will not be permitted in sidewolks or
driveways.
4, No coatings of any kind will be permitted on concrete
sIdewalks or driveways without specific approvol of the City
Engineer,
5, All concrete shall be 3000 psi min. 0 28 doys, with fiber
mesh reinforcing,
6. Concrete surface to be light b,room finish,
7, Concrete driveway construction shall be 6" thick w 6x6/10x10
welded wire mesh reinforcement.
8, Romps sholl have a tactile surface, textured to a depth not
exceeding 1/8" by use of tomp or roller in conformance with
requirements of FOOT Roadway and Traffic Design Standards
Detoil 304 or most recent modificotlons. '
3
RoC.
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
4/9/02
1/9:1
11/93
DATI:
Rev. Not..
REDRAWN BY
J.e.J,
CHECKED BY
T.C.J.
DESIGNED BY
eM.H.
2
odded note
DATI:
1 93
INDEX NO,
109
modlfted curb cut
JYtR
APP,
REV,
DESCRIPTION
1 OF 3
3'
4" Drop at All Drives
of Curb
5"
H
Construction Symmetrical
About Driveway ct
1"
1-1/2"R
I:
to
or-
-
+'
o
.....J
0\
c:
~
C
I: a..
oo~
to
or-
I:
to
3' TRANSITION AT DRIVES
Base
NOTE S:
1. There shall be a 1/2" seal joint between
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi, with
fiber mesh reinforcing.
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
REDRAWN BY
Novo
CHECKED BY
W.J.S.
DESIGNED BY
C,M.H,
TYPICAL CURB CROSS
SECTIONS
DATI:
2 91
INDEX NO,
101
1 OF 2
REV,
4/9/02
DATI:
DESCRIPTION
Rev. Not..
RoC,
APP.
8,5'
r~7~~
Edge Of Pavt Edge Of Pavt.
PLAN
6'
r \~ d'M~,".
~"
Edge Of Pavt. Edge Of Pavt.
PLAN
~
PLAN
L
GENERAL NOTES
1. For curb. gutter, curb and gutter and trafllc separators provide
contraction joints at 10' cenlefS (max.). Contraction joints r - r
adjacent to conaete pavement on tangents and flat curves are to
match the pavement joints, with intennediate joints not to exceed
10' centers.
2, Ends of Curbs Types B and D shalltransltion from full to zero
heights in 3 feet
L-
....-/'
PLAN
5,5'
3'
'I.Trans, 'j
-
3'
~rans. 'I
3'
I. Trans. .1
--
3'
I Trans. I
II. .
--
3'
Top Of Curb -..-... I"
Top Of Curb ..........1.
Gutter ../'
PROFILE
Top Of Curb -..........
Gutter ~
PROFILE
TopOfCurb~
Gutter
PROFILE
Gutter ------'
PROFILE
FLARED END
STRAIGHT END
FLARED END
STRAIGHT END
CURB & CURB AND GUTTER
300 10f1
CURB AND GUTTER ENDINGS
CURB AND GUTTER TYPES E & F
CURB TYPE A
'"
I-<
~ .
g ~
0: .~
. i:
'" Q)
I-<C/)
0..-
~~
i: 5
;:l E
C/) c:
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Q) 'S:
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'3 V'l
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-< nl 00 N r:: .~
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.... 0 _' ::l
nl......oom~<
..ol.L. -;:1'-
~ ~~OO..o ~
..... ~Z .. .;. 13
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~ Z
~ LU
- 2'
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\-
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0:::: 13
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0:::: ~ ('oJ 1'0 .q- L{) to
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.......J
.......J
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.... ~
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a:: Q
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C'I
JOB NO. 04561
DRAWN ALG
DESIGNED ALG
CHECKED BW
QC MDC
SHEET
7
C)
...J
<{
>.
..a
E
m
~
~
~
I
lO
C>
C>
N
cD
..a
Q)
LL
co
o
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Q)
t:
o
ii:
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e-
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~
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C
m
ii:
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I
~
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lO
V
9
In
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m
ii:
C
o
13
2
en
C
o
y
C
0)
'00
Q)
o
!
~
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lO
V
9
0)
C
'C
Q)
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'0,
C
W
~
Q)
'e
9:>
La.:
NOTES:
--
't.-J\RWA r ~
C,\-, D '-J?
DDDDD
DDDDDDD
L-STORM-- b [
DDDDDDDDD ~
DDDDDDDDD ~
D
f'LORID\>-
COVER PLAN
&
11'-101"-- -I
~71J-J1J"
~~-::U~T2
COVER SECTION
1 - LOAD RATING TYPE M HEAVY DU TY
2 - TOTAL WEIGHT: 195 LBS.
3 - COVER WEIGHT: 105 LBS.
t
')62'" --
i---- ;OJ'' =---- ~ r
lh u _ ~ _ ~ll-~:'
L---- nr--J &
NON--PENETRA TINe
PICK HOLE
~
~ e-' .... ~ ~t Terminal
(@ ;~. u~ ~ \anh~e ~
~ ~ ~ - 7 1
/
~: ([01
f-.. _____ ~
~
PLAN
/
)
(
A
Shallow 0'- 4'
Standard 4.1'- 6'
Deep 6,1'- 10'
Deep 10.1' - 14'
2'-6"
3'-6"
3'-6"
3'-6"
NOTE S
1. All concrete to be 3000 p,S,I.,
with fiber mesh reinforcing,
NOTES:
Square Bottom
Permitted
B
C
4' Max
6' Max
10'
14'
o
3'-6"
4'
4'
5'
1. Single row of Strawbales or Silt c-encc to be placed prior to the start of
rough grading.
7'
7'
MACHIN[D
SUr~~ACl-
RING
CITY Of' CLEARWATER, f'LORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
& ~'/0ll/2002 CIIan90 Ring <It eo-
NOlES 1,2 .!t 3
REV, DATE DESCRIPTION
A.C. ~A~aBY
A,C. CHE~;oMBY
fooPf', ~S~UBNYD
f'~o
INDEX NO,
203
STORM SEWER
RING & COVER DE 1 AIL
1 or 1
See Index No. 201
-------- --- ---- .- ~
''x
~I ~-.~
-~~-------- -
Varies
~4-1
Cloy Or Cement
Brick Masonary
"
<{
"
"
rn
"
!/ / Bottom Of / /
'/ / Corbel ~
/: V--
a" - /: "0" Min. Vf- a"
/ Or To Suit Pipe
6:h--V;~ ( OE" -
-~ ~ ~ /-------
I;.' __':'u '__,- ' .~'~LEI
SECTION A-A-"G"
~
" ...-
() Q.
" CD
Q
E
24" Max
30" Max
~---~---
48" Max
48" Max
F G
8" #3 at 12" E.W.
--'--- ~---_...
8" #5 Clt 10" [,W.
--_.~ ---,-,-,-- -.--. -
12" #5 at 10" E.W.
--._-~---
17" #5 at 10" E.W,
CITY Of' CLEARWATER, f'LORIDA
PUBLIC WORKS AD~INISTRATION
n'GINEERING
1 4/9/02
REV. DATE
REDRAWN BY
Novo
CHECKED BY
W.J.S.
APP. DE9GHED BY
'.',G,B,
3Df~
INDEX NO,
202
1.1
Rev Notes
R G.
STORM SEWER
MANHOLE DE1AIL
DESCRIPTION
.------ ---- ----- -------------
7"' x2"' Stokes
:,' in the ground
Wire Tie
~
Boles butted ----.........
tightly together ~
--~
~.'--~~.;~~.\~IW ~ ~
. {~f~. L~:t!lJ\-~' ~~~ ,II
~11.11 ~. ~lt~l;~~""---- ,II "f
'I/~' '~"... r-""'~ ~ "f
"f '". A'" ~
~ 1...----""---- ~ ~
~ ~ ~~ ~
2. MAINTENANCE: All erosion and siltration control devices shall be checked
regularly, especially ofter each rain foil and will be cleaned out and/or repaired
as required.
-
ADJACENT
HOME
~ LAKE ~
t'-.
1;,-....
----
.....-1:\
~ Preassembled Silt Fence
/ or Strawbales (optional)
PROPOSED
FOOTPRINT
OF HOME
I
,PROPERTY LINE
ADJACENT
HOME
Evenly spread straw
from oproxlmately
4 - 5 strow bales
full width of R/W
(usually 15 feet)
'~~"::~~~~::'~~:~~~";:~~:;:5",:; --
'~..<i-- . '-~~ - .>~c.~~..<~"" ."
~-~;.;:.~~-- "~":"> <" ';':"-.-~.':-':"..-.:~...- :~..-~-;;:.:.:-
~~-",?.,.-=-,. /0, - ._v_><<'- _~-- -- _~ -~'.L~c.:>-
~:::.. ~~",,-,'~;:-'~:::,":;'-' >~ .. ;:;i:-.~~--'~
'-- CURB & GUTIER
~ CITY STREET ~
STRAWBALE SILT BARRIER
-~--_._-------------
~ ("" """
Post ~ ~ __
K:dl~~
1}:
~ ~!?f&>
~ ~ ~ _S~- ~
~-~~: .=2.::. >~,~ m ~
~ ~ ~- ~
-
'. ,:>.~
Native
Sod
RECOMMENDED
TOE-IN
PREASSEMBLEO SILT FENC[
-~-
--
--
CI TY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDR:: BY SINGLE FAMILY HOME 2J,~;98
CHECKED BY EROSION CONTROL DETAIL INDEX NO
APP OESI~~D BY ..Jl!.!EQI3.~f3_Y_~LR.h.WBALE_ >--~QL..-
_ __~-""_. SEDIMENT BARRIER ' 0'-'-
--
__ __u
REV DA. TE
_____ __n_~______ _
DESCRIPTION
PAVEMENT
i-- ROAD BASE
3'-4'
1----1
!ol
" 1"
2~_ j,....2'g'_~ ~ 2,
~i-
EXISTING GRAOE \
'"
-1
J
~ ~
ltlr, ;".
..-
~~
.cD.
~~
00
NU.
cj-ci
Zo
)(~
=~'E
~~.!;~
tV lo I '-
> <rU)(l
\
M
s:
8'
COMPACT IN
12" LAYERS
PLAN
2' MIN.
3'-4- J.
sf ~ f--1'-0' --:(-~~~
\ r Gmte '70 J..1. r
"., n 2' a 1 I'-. Eye 80ft
" ...<:..~ I J See Index 201
r ~ I,
;;,-I--~-~ ~#4Bars@
_n 1TCIrs.
(
12" ABOVE
PIPE
I ~OMPACT IN
~" LAYERS
SECTION
TYPE C
Recommended Manoom Pipe Sue
2'-0' Wal~ 18. ".,..
3'-1. Wall-24. PipIl
~TOR~
( SEWER I
~MAIN~
COMPACT IN
3" LAYERS
L
~. U '~
T 1. l' T
~~L_ n ~ --1 ~t'
[to ~~1
'"'1.'-,- 2~ ':.~j
;.j~~~J
~
Ll2"~
-
PIPE DIA.
I.
12" I
...
NOTES:
1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100
% OF MAXIMUM DENSITY BY A.A.S,H.T.O. T -99, METHOD C,
2. TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO
A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH.
3, REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE
TO APPLICABLE LOCAL REGULATIONS,
TYPE C
Approx. Weight 235 Lbs.
13~2.rl
t~.
~ ;~
..... R @ ~ ~
...' CI f ~ ~
N ~,ll
-~ ~---
TRENCH BACKFILL DETAIL
N.T.S.
TYPE C
Stra,ght Bars Tx f:
Reticuhne Bars 1i - x *"
Bands "Ii" f
Approx Weight 100 lbs
IBuilding l310ck I aid 6" From Throat
'Web HOrlzontol.
/~/
-~
.. - Spacer
13/
/
._~
-----------
~ of 12 1/2" Guage Welded
-- Fence, 2"x7" Mesh, 8"-10"
Diameter Filled With .3" Stone.
:" . .
- -.
.' .
Spacer Block
,/
Gravel Filler
2" x.3" Perferred
- Fiberious Filler Material
prevents gravel from washing into structure,
/ / Building Block or Drilled
! / ~ 2"x~:~~~er
YI /..7
7
Spacer Block ..J
2"x6"
NOTES
1. Fiberous filler material In front of block
Sill
2. 2"x4" Behind block and across throat helps
keep block In place, Place In outer hole
of spacer block,
CI TY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTM[NT
~-_.- ----- REDRAWN BY --- ---------------
TL M 9 ~6T;94
CHECKED BY TEMPORARY SEDIMENl..... INDEX NO
- TRAP AT CURB INLE T .....6.2.L....
DESCRIP nON APP APPROVED BY -~-------- 1 OF 1
____L.._~ ___ _______~.__'n._._..___ _____~
-~ -----
3. Bales of hay and sod, similarly placed,
may also be used.
REV DA TE
4'-4'
s's'
-----~~
ro
-~-
!oj
!
3'0'
1-11
2t.
2t-
"
4'. 1" __~~ f.-~!
2f
'"
~ ~
10 M ""
..:;
..~
~!
~
lo lo
1-..
8.
~
~
1-'
M
~
'"
~
f":
r 2~~ ..
I
__9'-0'
..
lrot
TD
-- I Of Pipes -~
Dia. + 1'-6"
_._------~
o
... ~
10 ~ ;".
.. ..
;1
~
M
1-2f
T
6'.7"
~~
0"8
z~
~s
II! c"
~ ~ ~ sf ~- S'S' i-s.a'
> 1 4' l' H~ ·
\; r Gm;e--~~+'~
j _2. Ct J Eye 80ft
~ 1 See Index 201
r ~j
;;,-- t ~ ;~
o
...
M
"' -
f/)~ i ro ~ ~
..:~ L-_ z~
ou. PLAN .I'E
Z~ ~ t~ ~
~ "": 5
lil -' ~f/) u.
~ ~, 4'-4' sf \--
I 5 5f- I 3'-0' I t..---:
w ~ .. r. ~
\{ r Gmte-......... c~I;i:"T
-..II ~CI 1 1"-..... Eye Bolls
I' ~l I t See Index 201
!o L ~ t. ~_r t--.. #4 Bers
@1TCIrs.
!o
PLAN
.~
..
>
/
.--L-
:::,., #4 Bars
@1TCIrs
SECTION
TYPE 0
SECTION
TYPE E
Recommended Maximum ~ Size
3'-1' Wel~24'''''''
4'-1. Wall-36."""
Recommended MaxmtJm Pipe Size
3'-0" Wal~24' ".,..
4'-6' Wat~2' PIpe
INLETS
I ---~
CAST IRON GRAlE NOT
PERMITTED ON INLET TYPE D
~jJ~.~~1r'
--,-- :---.
;"1....
t
VC OfGmte
~~~ I ~
:-"if ~IT
L.li:
~
'"
~
'"
-:"'..-L
T
~L
=
. ,-
~I. 3'-4' .1--,&
1J1.~" ~~ j~"!
HAlF SECTION CAST IRON GRATES
TYPE E
Approx. Weight46S Lbs
CAST IRON GRATES
I'
3'-4'
.1
4'-4t"
~ flr-i-I-t
N~
:H! 1
~
N~
. @
~ ~ @ r
.. r!
;,. ~,ll!!
N ~ &I
~
1!
..
ID
TYPE D
Straight Balli 2"x fr."
Reticuline Bars 1t" x i"
Bands 11"xi"
Approx. W"'lJhl 180 Lbs
TYPE E
Straight Bers 2'x fo"
Reticuline Bars 1i. )( ~.
Bends "Ii"xf
Approx. Weight 21S Lbs.
NOTICE: Steel Grates Are Required On In leis With Traversable Slots And On 1r1lets where Bicyde Traffic Is Anticipated.
STEEL GRATES
SPACING OF POSTS
TO Bl 6-10 FEET APART
FILTER FABRIC
MA TERIAL
lU
2' MIN.
roj
21'./
PLAN
I
1-2t'
I
9'-0" ~
1-21'1 6'7" _ ~~
r d1 ~ Gmte_~ 1
~ ':.., SeeE~'=':201 1
Is- ~ co 7'8' ~8'
r I
~ ~ ~l l_#4Bars
;;,--- -J.- ~ _.~_ -'-- -'-- ~ -'" @1TCIrs
---
SECTION
TYPE H
Recommended Maxmum F1Je Size:
3'-0" Wal~24' Pipe
7'-8" Wal~ 1-66' PipIl
2-JO'PipIl
I 6'-6" I 2t'
'i!j-2r'1ill" f1! .1 t-=".
{:HI I I I r l
L~ ~~I
~T i. 6'~' L~
TYPE H
Appro.. Weight 72Slbs
j
~ 6'- 5 i/i.
31 Spaces@ 2-f,,'
32 Bars @ -b,'
Band--..
trm a:m
TYPE H
Band
Straight Belli Tx ;i"
Reticuline Bars 1i' x -t.
Bands 1t'Xt' 1
Approx Weight 31S lbs
j~
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIR E SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
,,/ ,
BACKFILLED TRENCH
"
FIL TER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
ATTACHING TWO SILT FENCES
.
.
. ~
\
APPROXIMA TEL Y 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
fg
~
)
/ . RUNOIF
-;:: :.,:c, " <>: < ",
;;:~';>"" ",
;-:;.;c ,'I, .
~
WOOD OR
STEEL POST
'"
1
" '< -~
(
I fg I
.-/
'/ /,-
DIRECTION OF RUNOFF WATERS
10 INCHES
(MIN)
APPROXIMA TE
4-INCH BY
4-INCH TRENCH
. t t
----------~ -
t_~_~_
, / ,
/.
" .
~
Type C 3',1"
Type D 4',1"
Type E 4'-6.
w
otl
r::i
c5
$
g;
...
~]1 ...II:.
E
-~
B'
,..u-
Type C 2'-0'
Type D 3',1"
~ E 3'-0"
i--- __
B'
--=-.
~ ~
--
B'
--=--.
E
g
ell
~
'"
tl
B" 2 B"
-00 ..':...,
III
~
Unless Otherwise
Shown On Plans
6'-0.
Unless Otherwise
Shown On Plans
3'-6.
B"
-"-
NOTE: All. B Strudure Bottom Only. See Index No, 200
STRUCTURE BOTTOM FOR INLETS TYPE C, 0 & E
GENERAL NOTES
1. These inlets are suitable for bicycle and pedestrian areas and are to
be used in ditches, medians and other areas subject to infrequent
traffic loadings but are not to be placed in areas subject to any heavy
wheel loads.
2. Inlets subject to minimal debris should be constructed without slots.
Where debris is a problem inlets should be constructed with slots.
Slotted inlets located within roadway clear zones and in areas
accessible to pedestrians shall have traversable slots. The traversable
slot modification is not adaptable to inlet Type H. Slots may be
constructed at either or both ends as shown on plans.
3. Steel grates are to be used on all inlets where bicycle traffic is
anticipated. Steel grates are to be used on all inlets with traversable slots.
Either cast iron or steel grates may be used on Inlets without slots where
bicycle traffic is not anticipated. Either cast iron or steel grates may be
used on all Inlets with non-traversable slots. Subject to the selection
described above, when Alternate G grate is specified in the plans, either
the steel grate, hot dipped galvanized after fabrication, or the cast iron
grate may be used, unless the plans stipulate the particular type.
4. Recommended maximum pipe sizes shown are for concrete pipe.
Pipe sizes larger than those recommended must be checked for fit.
5. All exposed corners and edges of concrete are to be chamfered 3/4".
6. Pavement to be used on inlets without slots and inlets with
non-traversable slots only when called for in the plans; but required
on all traversable slot Inlets. Cost to be included In contract unit
price for inlets. Quantities shown are for Infonnatlon only.
7. Traversable slots constructed in existing inlets shall be paid for as
inlets partial, and shall Include the cost for slot openings, paving and
any required replacement grates.
8. Sodding to be used on all inlets not located in paved areas and paid
for under contract unit price for Sodding SY.
9. For supplementary details see Index No. 201.
FOOT INDEX 232
DITCH BOTTOM INLETS
TYPES C, D, E & H
UNDERDRAIN
CLEANOUT DETAIL
n. t. s,
~
r Gross Cleanout
1'<<'-(/(<(L~V.,v ,,(v""
~ -v"""'-Y
Plug
Concrete Pad 4"
Thick x 1'-6" Sq.
Gel
n
/-- 6" or 8" PVC
Underdrain
-- .f-------
,
1
Flow--- J..
Low End
Note:
6" or 8" PVC Wye
Cleanouts to Face Upstream
REV. DATE
CITY Of' CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
STANDARD
UNDERDRAIN
CLEAN OUT
(STORM)
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIREC TlON TO
CREA TE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
E:NGINEERING
INSTALLING A FILTER
F AB RIC SILT FENCE
REV.
DRAv.N BY
BVD
CHECKEO BY
B.G.
DESIGNED BY
DATE
DESCRIPTION
APP.
DATE
7/02
INDEX NO.
607
1 OF 3
REDRAWN BY
8,V,D.
CHECKED BY
M.D.Q.
APP, ~GBY
~~~o
INDEX NO,
221
1 OF 1
DESCRIPTION
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Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
IIfl
1
81
Finished Grade \
Unreinforced Concrete
or Crushed Stone
Leveling Pad
NOTE:
1 ) Developer to specify color of wall
prior to contractor ordering.
2) Contractor to provide shop drawings.
- / 8" Min. Low Permeable Soil
~~~~~~""~~~.\
( Reinforced Soil) ~ ~
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IYPical Reinforced Wall Section
/ Standard Unit - 1" Setback
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--
Note:
1. Check with manufacturer specifications on correct direction
of orientation for geogrid to obtain proper strength.
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3" of Soil Fill is Required
Between Overlapping Geogrid
for Proper Anchorage
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Standard Unit
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Geogrid is to be Placed on Level Backfill and Extended
Over the Fiberglass Pins. Place Next Unit. Pull Grid
Taught and Backfill. Stake as required.
Grid & Pin Connection
Place Additional Pieces of Geogrid
When Angle Exceeds 200
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Minimum Wall Radius:
Inside Curve: 4.0' (at bottom of wall)
Outside Curve: 4.0' (at top of wall)
Geogrid Installation on Curves
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12
SECTION
SECTION
ESTIMATED QUANTITIES FOR WALL
~__ __,. '" _ __ __n__ __
HEIGHT PER LINEAR FOOT OF WALL
n .___
(EXPOS~g_~Ag_~_q)_ ClA..?,S '" CONCBEIEJC'O_ STEEL (LBL__
l' 0.07 3
~~-2'- 0.13- 4------
'--3'----------- 0.20 .--- -------oo--5-------u-
~____n__ ,,__on,,___ .__ _... __
4' 0,32 6
f.--------s'----~---- 0.43------ ----7-------
_m__n____.___________~_______ __._ ___________ ~
GRAVITY WALL
.....--
.....-
138
I ./ I.--PROPOSED FACE
V OF BUILDING
138
.Ja
~PROPERTY LINE l36..
IV-:PROPOSED EROSION
CONTROL FENCE. 34
~
-PROPOSED 6'
~
OPAQUE FENCE
BUILDING FINISH
FLOOR EL: 35.30'
34 .'
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30 -- ---r- .~~-
....;:;..;;.. his! .
~ Grade L
[",t pn"m,.o~l ~ = = - :
-=--
12.
~
"'---PROPOSED 12"
PVC ROOF DRAIN
~
CROSS SECTION 'A-A'
SCALE:
HORIZ: 1"=10'
VERT: 1"= 2'
~oi-'
"
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1 Layer Of 5~ 2-q _ Varies
Smooth Roofing _L-
2- -~;yers ~5# Smooth Roofi
(Mop All Contact Surfaces Of
Concrete And Roofing With Cut-
Back Asphalt. Stop Roofing
Paper 6" Below Top Of Wall.)
-~
KEY DETAIL (TOP VIEW)
GRAVITY WALL NOTES
1. Gravity walls constructed as extensions of reinforc d
concrete retaining walls, except walls of proprietar
designs, shall have the same face texture and
finish as the reinforced concrete retaining wall.
2. Cost of reinforcing steel and face texture and
finish to be included in the contract unit price fo
Class <"V Concrete (Retaining Walls) CY.
34
GALV. ALUM.~
HANDRAIL. I
.1s
1.00% 'Os
... 34.55
~PROPERTY LINE
1'10-- - PROPOSED 6'
OPAQUE FENCE
I. ~ PROPOSED EROSION
:w- CONTROL FENCE.
X~MATCH EXIST.
~ I GRADE.
- ----
- ~,t~'d}-
T
A
1511 RCP
/" STEEL GRATE
B..... /
/ -------
x
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x
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II II
~,- #4 Bars @ 18" etrs.
II II
II~I
11~11
loll II
II II
II II
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ORIFICE ---/
B.....
PLAN
6.511 ORIFICE ______________
POND BTM.
@ EL: 28.50
.....--
~
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~--
Exist 1Q.
Grade
CROSS SECTION 'B-B'
SCALE:
HORIZ: 1"=10'
VERT: 1"= 2'
~
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....--
ru
---
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SECTION A
'T
A
M
M
M
(1)-6.5" PVC CLEAN OUTS
ANTI-CLOGGING DEVICE
lJ I
[
(1)-6.5" PVC CROSS 17::~!:1 8" DIA. WIRE BASKET
I,.:':>.::~r W/1/2" MAX. MESH SIZE
. _ A ,_' .. L ~+.' _,
TOP ELEV. = 33.60
rSTEEL GRATE
--ill
ORIFICE INVERT ELEV. = 30.15
~
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'/
'/
SECTION B
--1511 RCP INV. --~-
ELEV. = 27.55
CONTROL STRUCTURE CS-100 DETAIL
TYPE "C" MODIFIED INLET
.....-
1!t
12.
NTS,
rPROPOSED 6' HIGH CONC.
BLOCK FENCE. STUCCO FINISH
TO MATCH BUILDING FACADE.
.....-
PROPOSED CONCRETE BLOCK
RETAINING WALL
~
34.00
~PROPERTY LINE
L36..
l~PROPOSED EROSION
CONTROL FENCE. 34
~
x MATCH EXIST.
I GRADE. I 32
Exist. Pavement"
- -===~-- 30
-
PROPOSED RETENTION POND
TOP OF BANK EL.: 34.00'
POND BOTTOM EL: 28.50'
D.H.W.L EL: 33.46'
D.L.W.L. EL: 30.15'
-S~H*W.L~: ~Ot-- ---
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GEXiSdt. a : /f!:: Exist. 18" RCP
ra e '.
~ . .',' .:. :~ V Storm water Line
\ \1 II
\ \v/
"---PROPOSED CONC,
FOOTING.
1!!
l2.
POND CROSS SECTION 'C-C'
SCALE:
HORIZ: 1"=10'
VERT: 1"= 2'
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138
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34 ~ /. CONC. CURB.
32;'~
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30 ,.....;...--
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~.:.~
. ~ PROPOSED GRAVITY WALL.
\ SEE DETAIL THIS SHEET.
LpROPOSED 15"
STORMWATER RCP.
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
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ALG
ALG
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/ Cleanout Plug
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-
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Sewer Main ~
CLEANOUT DETAIL
N.T.S.
Plug
(See Note)
NOTE:
5/8"
Min. 4 Required
(
RING - HALF PLAN
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21"
Machined Surface
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RING - SECTION
Minimum Weight 7" 232 Ibs.
9" 278 Ibs.
NOTE S
1. Where roadway base is 8" or thicker use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
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All lateral materials, including approved
Cleanout hardware, are to extend to the
R/W or to the easement line as noted.
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o
M.H.
/
~ Sanitarv Lateral
(Typ.)
\.
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wm J
---j 1-10'
~
I
REV. DATE: DESCRIPTION
NOTE: SANITARY LATERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
2l"-
8"
PLAN VIEW
13 1/2"
~ of Street
Rim M.H.
.....
Water Main
CLEANOUT PLUG DETAIL
r
N.T.S.
f
Sanitary
Main
Cleanout plug to be
U.S. Foundry 7621
or equal.
PROFILE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEP ARTMENT
REDR~~ BY STANDARD llJ~]E/95
CHECI<ED BY CLEAN OU T INDEX NO.
W,J.S. (Sanitary) 304
APP, APPROVED BY 1 Of 1
T.C.J.
REV, DATE
DESCRIPTION
.
Pick Hole 7 S.
1-1/4" 1 ~ ~
\ARW/)~
~ 0 0 0 /^
-...; 0'
USANITARY)J
o 0 0 0 0 0
SEW ERO
r--m
rc
VEx, San. Sewer
C
1----
APPL Y BONDING AGENT---
SOLID COVER
BASE,t;;LAB ~
AMERON T-LOK LINER . , ~ ~
~ '. ~ " \:..l~
~~.. \ \ \
Al SWPE V""": m JA
BENCH ~~
~~M&Yk TOP SEcno,!- ~~~X J) / ."--
"'-.: . . V / yq-~
REMOVED SEcnON_~ """"""" ... /' /
PRECAST MANHOLE: _____ ~
~I--~
... ..
Required ~
o
Non Skid
Pattern
Required
'7
.
Main
REV, OA TE
UVAMERON T-LOK LINER
TOP OF BENCH TO MATCH
TOP OF MANHOLE TOP OF CUT OUT
CUT OUT ~
FILL ANNULAR SPACE BETWEEN ~ rSLOPE BENCH
MANHOLE CUT OUT ct EX. PIPE- t-..." /
( " - REMOVE TOP SECTION
V/./ /. /. /. /./ OF PIPE
,
....~
o
000
OF L f\.o
.
~
...........
tt')N
I L-
I" 22-3/4" '"I...... 0
~~~
Machined Surface
l...A:::
\
SOLID COVER SECTION
Minimum Weight 128 Ibs.
DOGHOUSE MANHOLE PLAN VIEW
SCALE: 1/2" - "-0"
Ex. San, sewer~ \. I
MANHOLE BASE SLAB 1
ct WALL (BEYOND) <.........
NON-WOVEN
FILTER FABRIC
Curb~
f\Sidewalk
J
2' joint in pipe entry
~Side Lot Line
(Typ. )
Lot
~
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
R~~~.BY SANITARY LATERAL 065~15/94
CHECKED BY LOCA TIONS INDEX NO,
305 \
APP, APPRO~D BY 2 Of 2
G.C.H.
---PRECAST CONCRITE MANHOLE
- (SEE STANDARD MANHOLE DITAlLS)
..u~
..
~'_n.
... I....
· EXTENSION RE:OUIRED FOR
DOGHOUSE SmE MANHOLES
.. TYPICAL WIDTH OF OPENING IS
24" FOR AN EX. B" PIPE
SECTION .A-A.
SCALE: 1/2" - 1'-0"
4. IIln,
t
~~
.....
SECTION "8-8"
SCALE: 1/2" = "-0"
57 STONE
(SEE STANDARD PRECAST
MANHOLE DITAILS)
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDRAIWol BY ,D~_TE
Nol/O 6/91
CHECKED BY SANITARY SEWER INDEX NO.
W.J.S, MANHOLE COVER 301
APP, DESIGNED BY
D.G.a,
1 II /25 /116 DoI.t.d ShMt. 2.1e 3
REV. DATE DESCRIPTION
IOf2
DOGHOUSE MANHOLE DETAIL & SECTIONS
W,J.S,
2 Non-Penetrating
Pick Holes
~II
r \
HOMEOWNER OWNED
AND MAINTAINED
-I ~
j i ~
T
I ~.- 25 3/4" --i I
f--- 29 1/2" -----1
I"
24"
6" Service Lateral
RING - SECTION
Weight 85 Ibs.
ANY VARIANCE MUST HAVE WRITTEN
APPROVAL OF THE CITY ENGINEER.
NOTE S
1. U.S. Foundry No. 117 Ring And BL Cover, Or Equal.
DESCRIPl10N
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
PATE
5/22~/00
INDEX NO,
305
1 Of 2
DESCRIPTION
REllRAIWol BY
B.V.D.
CHECKED BY
M.D.a.
APP. DESIGNED BY
R.J.M,
STREET LATERAL
DETAIL
REV. DATE
o 0 CJ
o 0 0 0 CJ
oOoOCJOCJ
OOOoOCJO
ODD 0 000
OoOoOCJO
oooOCJOCJ
o 0 0 0 CJ
CJ 0 CJ
SOLID COVER
I- 25 1/2" --j
~
~,
N
"'"
SOLID COVER SECTION
Weight 120 Ibs.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REI)RAIWol BY SANITARY SEWER ,D~TE
~I/O ~~
CHECKED BY MANHOLE COVER INDEX NO.
R,C.S, CAST IRON 301
DESIGNED BY
APP, U.S.Foundrv 2 Of 2
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
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I
Finish grade to allow I
0.4' min., 1.0' max. I
fall from property _ 18" min. l--
line to back of curb. 24" max.1 .
\ sidewalk ~ i.;;k-
~" , "'-, . /, R,0."-,( /<<,,, I, /<"
J>>~/,~/~' I , '-
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AND MAINTAINED
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04561
ALG
ALG
BW
MDC
10
TYPI CAL VALVE
SETTI N G
n. t.s.
, /V/><<<~~,
"7~~
'!(
~0~;'''
">'"
(/)
c
o
~
Adjustable
Valve Box
~
L
C 0
"-
~
When Valve Occurs in Roadway. ~
set Base an 10-Camman Brick. ~
) \ ~d/
/<~'f lr -If D D D ~~
/~<( ~~ ~
/ ~ h!!
liillo.~
Mech. Joint Valve /
L
(l)
to ~
I ()
"-
N 0
..c
-+-'
Q..
(l)
o
~
~I~
~Restraining
Joint
Water Main
CITY OF" CLEARWATER, F"LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
REDRAMl BY
B.V.D,
CHECKED BY
REV. DA lE
APP, DESI~~H~Y
DESCRIPllON
TYPICAL
SECTION
NOTES:
1, 2" PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADWAY (NOT
REQUIRED ON SERVICE REPLACEMENT).
2. PVC CONDUIT TO BE MIN. 18" BELOW THE SURFACE MEASURED FROM TOP OF FACE OF CURB.
3. WATER MAINS TO BE MIN. 30" BELOW GRADE and APPROX. 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-OF -WA Y.
5, SERVICE LINE TO BE MIN. 12" and MAX. 18" BELOW GRADE.
(l)
c
>,
o
~
-0
o
o
n:::
~
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~
(l)
u
(f)
~
..........
L
P.V.C.
PIPE
RESTRAINT
THE FOLLOWING 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
aooo
-I ~ Megalug Restrainer (Typ.)
~
~
('y
II I
~
Ebba 1500 Series (Typ.) ~
ON ALL TEES, A MININUM 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
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBB A IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
DAlE
01715/92
INDEX NO.
402
1 OF 4
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
REDRAMl BY
B.V.D
DlECKED BY
THRUST
RESTRAINING
DEAD
END
11.25
2
3
4
22.50
4
6
8
45
9
12
16
90
21
29
38
CITY OF" CLEARWATER, F"LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
46
65
85
REV,
DA lE I DESCR1PllON
APP, DESI~H~Y
TYPICAL HYDRANT SETTING
n. t.s.
(l)
c
Connecting Piece w/integrally ~
cast Mech. Joint Gland on ~
one End-D.I. Rotatable Mech. ________ re-
Joint Gland on Other End. ----......-
.-..
.--
Length Varies
(See Note 1)
. Fire Hydrant Assembly
(Typ.)
- --
~
..........
L
- 1'-
~1'f-
- 12' (Typ.)
-j l' ~ f~~.
Ij{iii
I
"" I
, ~Jt~'\'~~
~
30" Min.
t
12"-18"
t
"'."
" ..........
t
I
18'~Min.
',,'.'"
" ,
I
~D
-
....-.
~ Curb Stop
(Typ.)
~
3/4" Polyethylene
Water Service Tubing
in 2" PVC Conduit
(Typ. 5/8" meter)
Water Main
Threaded
Corporation Stop
(Typ.)
1 12/22/114 ~~iN~A~E,SERIllCE
REV, DAlE DESCRIPllON
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
WA TER MAIN
SERVICE LINES
TYPICAL SECTION
RmRAMl BY
M.J,P.
GDl CHECKED BY
APP, DESIGNED BY
C>
.....J
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>.
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E
m
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~
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..-
,
It)
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N
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SERVICE
CONNECTION
DETAIL
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O. W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE 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 WITHIN THE SUBDIVISION. DRIVEWAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4, TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS
REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2".
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
c:
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9::
Ii.:
Stop
Threaded Corporation
MUELLER H15008
or approved equal
(Tap at 45" Angle)
r Curb Stop
/' MUELLER H14350
mU Compression inlet
with Lock Wing and
or approved equal
c
~
~
-,'
~
Saddle if Required
See Note 5 ~
. ~.,.
l~',
~^~
Water Service Tubing
Driscopipe 5100 or EndotjYardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
-
Water Main
CITY OF" CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAMl BY
B.V.D,
GDl CHECKED BY
APP, DESIGNED BY
WA TER MAIN SERVICE
CONNECTION DETAIL
1 12/22/94
REV. DAlE
REV, WAlER SERIllCE
lUBlNG T'IPE
DESCRIPTION
Valve and Hydrant Tee
w /D.1. Rotatable Mech. Joint
Gland on Plain End Branch.
- --
( @ ) ..
Mech. Joint
Valve
-
.......
~
~'
J.
~ Water Main
NOTES:
1. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of 2).
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEW
DAlE
01/15"/92
INDEX NO,
401
2 OF 3
REDRAMl BY
B.V.D.
DlECKED BY
DESCR1PllON
APP, DESlcr~H~Y
REV, DAlE
TYPICAL
HYDRANT SETTING
FIRE
n. t.s.
(l)
c
...
. ~
E I ~
~
"-....
L
--
Back of Curb
or
of Pavement
......
Max. 15' - Min. 4'
:
I
l~
i
I
Ll
v^>>>(/;(~~ I 0 '/
'''/~~ '''A ~ '<<..~
'/, / W..Y/'
18" Min.
24" Max.
Box
1/Edge
I rValve
i/
~~"*
'0-<"
Distance Varies
V)'\.>>:v/).' I
/V<,'"
V)0~~ I
!
I
i
~
I
I
I
! I Mech. Joint Valve
~ .
~i~
~'~ "1ti
f,,-
I Restraining Joint (Typ.)
ONLY APPROVED
to
I
N
DAlE
01 /15-192
INDEX NO,
401
1 OF 3
J..
i
(" i - ~
~
NOTES: I
1. Steamer Connection to Face Street.
2. All Fire Hydrants to have 5 1/4" Valve Seat.
3. Fire Hydrants Shall be Placed at Street Corners
or in the R.O.W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical Connections & Fittings.
DESCR1PllON
REDRAMl BY
B.V.D.
CHE&<C~H~Y
APP, DESIGNED BY
T,C.J.
Ford Angle
Valve (Flanged)
NOTE:
Device must be installed level.
91oA!i99
INDEX NO,
403
1OF2
* APPROVED R.P. DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Conbraco 40200
.11..
~ II I I !I ~
"'" ~ ~
III'
~
~
i!
Iii
,
It
Restrained 2~
Tapped Plug
iA::" ~Oo 0 0 0
~~~
Top View
Ford Meter Flange
Flow
~
~
Meter ~'
(Flanged) U
t
12"
~
...
C~E
:;:::;-;j
~
C (l)
'0 -0
~(Jj
VII
;;ta
Approved Backflow *
Prevention Device (Flanged)
/
~
~ Brass Nipple
~
v
L
(l)
E Q)
0-0
-+-J .-
(/)(f)
:J
()
TYPICAL SINGLE DEVICE 1 1/2" and 2" MODELS
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 709 or 007
Conbraco 40100
REV, DAlE
TEMPORARY BLOWOFF
AND SAMPLE TAP
^
~
~
Hi!
~
~m...
~ ~\
~
r
-
~
~
o
L ~~
END CONNECTION
. q~lE ,.
01/15/92
IND~~O,
3 OF 4
REV. DAlE
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Th readed Corporation Stop
MUELLER H15008
or approved equal
( TAP AT 45" ANGLE)
Saddle required on
4" P.'V.C. only
~..c>fll i".,'....
~ "'"
-. ~'.'
( , / ~:~
, /
X
~/ '''{p
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
~
~
r
Kennedy Guardian No. K-81 A
Muller Centurian No. A-423
U.S. Pipe Metropolitan
CITY OF" CLEARWATER, F"LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
CROSS SECTION
REV.
DAlE
DAlE
01/15/92
INDEX NO.
402
2 OF 4
--=-
DESCRIPTION
CITY OF" CLEARWATER, F"LORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RED'UJ> BY TYPICAL METER SETS WI
DlECKED BY BACKFLOW PREVENTERS
1 1/2 and 2 MODELS
APP, DESIGNED BY
DA~
02194
INDEX NO,
405
2 OF 5
2" Ball
-Ii!
~ II I !
'r _
Valve /
.~
~
~
Hose Bibb ------ ~
3/4" Galvanized ~
2" Galvanized ~
2" Corporation ~ i!
Tapping Saddle
~rn~r
J.. I ~ "l'"
. --t--,~
~ ~
--=--
TOP CONNECTION
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
REDRAMl BY
B,V.D.
DlECKED BY
DAlE
06/24/91
INDEX NO,
408
2 OF 2
DESCRIPTION
APP, DESlG~~~H~Y
~A
me
" .
\ Water
Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene W
Water Main
CHLORINA TION
TAP
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAMl BY
B,V.D.
CHECKED BY
G,C.H.
APP, DESlcr~H~Y
CHLORINATION TAP
D"lE
06/25/91
INDEX NO,
408
1 OF 2
W 8/7/9:1 Chg. Serke Tubing type
REV. DAlE DESCRIPTION
G,C.H,
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TOP FLANGE 66" DIAMETER
MOUNT CONTROL PANEL
ON HINGE SIDE OF
ACCESS COVER
FOR OPERATOR SAFETY
NOTE:
CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING
AND CONSTRUCTING APPROPRIATE
ELECTRICAL SUPPLY TO CONTROL
PANEL
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MOUNTING POST AND
SERVICE DISCONNECT WITH
LIGHTING ARESSTER
PER LOCAL CODE
(BY ELECTRICAL CONTRACTOR)
:/
~ 26" X 38" X 18"
COMPOSIITE VALVE
BOX 17 X 30 LID
H-10 TRAFFIC RATED
(6)-S/S BOLTS FOR
ALUMINUM COVER
'-
o
PLAN
NOTE:
100YR FLOOD PLAIN EL. = 10.0 (10.0 NGVD 29)
SITE IS LOCATED WITHIN ZONE "c" PER F.E,M,A. MAP
PANEL 120112 0210 E, DATED AUGUST 15, 1989.
EL.
TOP
34.2
CONTROL PANEL WITH GENERATOR RECEPTICLE
_ ~ (BY PUMP SUPPLIER)
.O~
[ D ~ HIGH WATER ALARM LIGHT AND HORN 54" ALUMINUM ROUND-24" X 36" LOCKABLE
V- PUSH TO SILENCE ~ACCESS OPENING WITH S/S TAMPER PROOF BOLTS,
0-- - S/S HARDWARE -300 LBS/FT LOADING, OPENS 90.,
41 u:: HOLD OPEN SAFETY ARM WITH RED VINYL GRIP
GAS TIGHT SEAL-OFF
JUNCTION BOX S/S (6) HOOK CABLE HOLDER
;t (BY PUMP SUPPLIER) ~ 1/4" S/S CABLE
~'.. -V:1~1l · f) s/s GUIDE RAIL BRACKET f2 ~~NB~E~~g~
'. 2" CONDUIT / /=. LOCKING DEVICE SHALL CONFORM TO
~~~Al t~g~ Gj) V / S/S GUIDE RAILS DEP 17 -604.42(A)
- , I /j'; \\1 FJ
.. VENT --.f V ~ '
~ ~ J~}, ~ L
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_ u-""\ 1..l.l-', -
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8" P\~C
SANIT~RY INFLOW
1 1/4" x 2"
REDUCER
EL.
28.65
DISCHARGE
1 1/4 n DIA.
- BRASS GATE VALVE AND
SWING CHECK VALVE
WITH CLEAN OUT PORT
UNIONS
COMPRESSION COUPLING
L1NK-SEAL~ TYPICAL FOR
PUMP DISCHARGE PIPING
EL. 28.15
HIGH LEVEL ALARM
4
EL. 27.65
LAG PUMP ON
3
EL. 27.15
LEAD PUMP ON
2
/ PUMPS MUST BE MOUNTED ONTO
A SLIDE-RAIL SYSTEM TO PREVENT
ENTRY INTO A WET WELL "CONFINED"
SPACE AS DEFINED BY OSHA
EL.
26.60
PUMP OFF
1
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ANTI-FLOTATION FLANGE
1Iv.~
1/ ~
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EL. 24.91 BOTTOM
MOUNT FLOATS OUT OF L SECTION-J
INFLUENT TO AVOID TANGLING
60" INSIDE DIAMETER
CONTRACTOR TO GROUT @ 1: 1 SLOPE (TYP.)
REQUIRED CONCRETE
CONCRETE BALLAST AS REQUIRED
(BY-CONTRACTOR FIELD INSTALLED)
BALLAST = 1 YD
CONTRACTOR
AS DETAILED,
TO
OR
USE GRINDER
APPROVAED
PUMP
EQUAL
STATION,
GENERAL NOTES
FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS:
DESIGN CONDITION:
S10/4W (PIRANHA)
35
208/230V
1 1/4"
.
1.3
6.19
51 NGLE
163 mm
MODEL
GPM
VOLTAGE
DISCHARGE
SEWAGE PUMP:
1. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION.
2. RATED FOR TWENTY (20) STARTS PER HOUR.
3. HAVE DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE ON SILICON CARBIDE)
LOCATED COMPLETELY OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED
CHAMBER. THE MECHANICAL SEALS ARE PROTECTED BY TWO (2) LIP SEALS, ONE
ON THE LOWER WEITED END AND THE SECOND ON THE MOTOR END - TOTAL
OF FOUR (4) SEAL SURFACES.
4. HIGH TEMPERATURE BALL BEARINGS RATED FOR A LIFE EXPECTANCY OF 50,000
HOURS (UPPER BALL BEARING - SINGLE ROW TYPE AND THE LOWER BALL
BEARING - DOUBLE ROW TYPE).
5. THE PUMP SHALL BE DESIGNED SO THAT THE PUMP SHAFT HORSEPOWER (BHP)
SHALL NOT EXCEED MOTOR RATED HORSE-POWER THROUGHOUT THE ENTIRE
OPERATING RANGE OF THE PUMP PERFORMANCE CURVE.
6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RUN AND
CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE
(190 TO 260). THREE PHASE M6TORS SHALL BE DUAL WOUND AND CAPABLE OF
OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260)
OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP.
FIBERGLASS WETWELL:
SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL AND UPPER FLANGE.
THE ENTIRE FIBERGLASS WETWELL SHALL HAVE A DYNAMIC LOAD RATING OF
16,000 FT /LBS. EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY THE TEST
PROCEDURE USED BY THE MANUFACTURER. ASTM D 3753 SPECIFICATIONS SHALL
BE REQUIRED AS MINIMUM.
ALUMINUM HATCH:
SHALL BE TSC MODEL-54R (54") ROUND WITH 24" X 36" ACCESS OPENING,
REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAFETY ARM AND
LOCKING DEVICE FOR HASP TYPE PADLOCK.
VALVE BOX:
(FOR 1 -1/4" TO 2" DISCHARGE HEADER SYSTEM)
SHALL BE 26" X 36" X 18" WITH 17" X 30" LID. THE BOX AND LID SHALL BE
FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED).
(FOR 3" OR 4" DISCHARGE HEADER SYSTEM)
SHALL BE 35" X 46" X 24" WITH 30" X 48" ALUMINUM COVER, REINFORCED FOR
LOAD RATING OF 150 LBS/FT WITH LOCKING DEVICE FOR HASP TYPE PADLOCK.
ACCESSORIES:
STAINLESS STEEL #304 - GUIDE RAILS
UPPER GUIDE RAIL BRACKETS
CABLE HOLDER
ANCHOR BOLTS
HP
FT /TDH
PHASE
IMPELLER
VALVES :
SHALL BE BRASS SEWAGE SWING CHECK VALVES WITH CLEAN-OUT PORTS
AND BRASS GATE VALVES.
PIPING:
1 1/4" SCHEDULE 80 PVC.
FLOAT SWITC H ES:
UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO).
PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES,
CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, ALUMINUM HATCH(S) AND
ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY.
THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES,
RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY
TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION.
THE STOCKING DISTRIBUTOR FOR EBARA SUBMERSIBLE PUMPS:
TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 33614 (813)876-9256
_PIRANHA
~sectjon Piranha
S10/4W, S10/4
Tab "S" Senes Page 1 3
Model I HP Phase RPM FreQ.
Piranha 510/4W I 1 3 1 1750 60 Hz
Piranha 510/4 I 1.3 3 1750 60 Hz
Impeller
163mm
163mm
Std. Disch.
1% inch
1% Inch
Consult an authorized ASS reoresentative when selectinQ Piranha pumps for low head applications!
Liters per Second
o
45
1.5
2.5
05
2
40 .......
35 ~ ! :; ::,
I I ......~ ~5 GPM'O 6.1" TPH~ :
30
--........ i'-....: ; 1 :
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6
15
4
10
2
5
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40
20
US Gallons per Minute
30
10
. ..- T --
- '. - _.. __. -_ ,- ---. ,.. -____ +-- -- -0__....:_ __ .1_ __. _ - __. ..
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a.
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20
30
10
40
PUMP PERFORMANCE CURVE
SINGLE PHASE WIRING DIAGRAM
U-RED V-WHITE Y-BLACK
2YJ11
llif
4W
MCB
~
MB 1
~
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MS 1
PUMPl
-----..j
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RELAY ARE
PANEL MOUNTED
(0 ECB
N ~
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MB 2
~
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OL'S
~
PUMP2
-----..j
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~
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SC
PANEL LAYOUT
4) CONNECTION POINT "A"
THREE PHASE WIRING DIAGRAM
~
DRB CCB MB1 MB2 MCB ECB
OO~~~:I~
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-
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~ ~
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ETM2
9
GR
~
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N
r
GRD
'--
'--SAFETY DOOR
ALUMINUM
INNER DOOR
REINFORCED
ON ALL SIDES
~~
1 8
- ALARM AND RUN LIGHTS
1\ / (4) FLOAT LIGHTS
~
Fl ~
ORB
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HOA · i~OA
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POWER 0
UGHT
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TIS OL'S MS 1
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TIS OL'S MS
^"
B12 B13
v
~
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GAS T,GHT SEALS
1 -1/4" APPLETON
TO PREVENT SEWER
GAS E..NTRY INTO
PANEL
1 2 4 5 6
DUPLEX
CONTROLlER
MOISTURE 1
-v.
/ ,
8 9 10 11 12
r
~ TO PUMPl PROBE
Bl1 (OPTIONAL)
A
( ("
10 0 0 0 0 0 0 01
NEMA 4X ~ If LFff ~ ~M
1 2 X 1 2 X 5 ~ flOAT TERMINAL srL1
FIBERGLASS r r r 11
JUNCTION BOX tI tI tI ~ ~ I ItI tI tI ~ ~ I
W/ALUMINUM SUB 1 2 3 ~ 1 2 3 ~
PAN ELAN D (3) niERIoW. niERIoW.
~ GRD P~~E ~ GRD P~~E
TERMINAL STRIPS PUMPl TERMINAL PUMP2 TERMINAL
SHOWN OPEN
FOR CLARITY
MOISTURE 2
, /
/ ,
~TO PUMP2 PROBE
B 14 (OPTIONAL)
^FS4~
B7 .f B8
o HIGH AlARM
Al
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PANEL WIRING DIAGRAM
LEGEND
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CCB
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CD GR
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PTS
R
RC
RD
RL
RTS
SC
SR
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ITS
ALARM HORN
ALARM LIGHT
ALARM SILENCE BUnON
ALTERNATOR TEST SWITCH
CONTROL CIRCUIT BREAKER
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE BREAKER
EMERGENCY CIRCUIT BREAKER
ELAPSED TIME METER
FUSE
FLASHER
FLOAT SWITCH (REGULATOR)
GENERATOR RECEPTACLE
GROUND
HAND-OFF -AUTOMATIC SELECTOR
LIGHTNING ARRESTOR
MOTOR BREAKER
MAIN CIRCUIT BREAKER
MOTOR STARTER
NEUTRAL
OVERLOAD HEATERS
PHASE MONITOR
PUMP TERMINAL STRIP
RELAY
RUN CAPACITOR
DISCHARGE RESISTOR
PUMP RUN INDICATORS
REGULATOR TERMINAL STRIP
START CAPACITOR
START RELAY
SURGE PROTECTOR
THERMAL TERMINAL STRIP
ALL PANELS SHALL CONFORM TO FLORIDA DEP 17-604.400
CD GENERATOR RECEPTACLE FOR EMERGENCY
POWER CONNECTION WITH INTERLOCK
~ SURGE PROTECTION AND LIGHTNING
PROTECTION ON ALL INCOMING LEGS
Q) PHASE PROTECTION SHALL BE PROVIDED
PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP.
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CONTROL PANEL -SHALL CONFORM TO DEP 17-604.42(A)
CONTROL PANEL SHALL BE TSC MODEL -38D IN A NEMA 4X
FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP),
ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL
CODE REQUIREMENTS GOVERNING PRIVATE LIFT STATIONS.
ALL COMPONENTS, FLOAT SWITCHES AND CONTROL
SYSTEM SHALL BE UL LISTED. THE CONTROL SYSTEM
SHALL BE INTRINSICALLY SAFE.
A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS
BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS
ENTRY INTO CONTROL PANEL.
ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT
WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES.
THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT
SETILlNG OR TIPPING.
PRESS --... "-
TO ~
SILENCE
ALAR M
CONTROL ~
PANEL TO "
INCLUDE
LOCKING
MECHANISM
/ "
FLOAT CONTROL CABLES J ~ PUMP POWER CABLES
(2) 2" CONDUITS REQUIRED BY NEC
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JOB NO.
DRAWN
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COURT YARD CRAPE
MYRTLE (TYPICAL)
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EXISTING TREE LEGEND:
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'N.. Existing Tree To Be REMOVED.
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g =Cherry Laurel
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PYGMY DATE
PALM
CRAPE
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LAGERSTROEMIA
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SPACING QUANTITY
2.5" CALIPER AS
12' - 14' HEIGHT SHOWN
QUEEN
PALM
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FLA. GRADE 1, SHOWN
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VIBURNUM
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SIZE & NOTES
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NOTES: AS O.C.
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36" HIGH O.C.
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ALG
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-...,- _ AND TI!__
GIENE~L LANDecAPE NOTE5
1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth. ~
2. All recommended trees and plant materials will be graded~ au~ery Grade No.1 0 etter as outlined by the Florida
Department of Agriculture and Consumer Services, Division of ant Industry "Grades a 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.
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note #5.
ALL ~I6ROI.t-lDCOYER
TO eE TRIANGoUl..AR 6PACINGr,
SEE PLANT LIe,T F01Q (o.c.J e,pACINCS.
-
-------------- -
: -+. ---- + -+- +---
1\/\1\/\
-+ + ~+-+
1\/\/\/\1
- '; + ' + - + ~---l-
,- - 18" MIN. SETeACK F01Q ~
" , . GROlNDCOYERfl
9. Alltrne and shrub locations are subject to change. All locations shall be approved by the City Project Manager prior to
planting.
5. The planting soil shall be the approximate proportions as follows: 50 % sand and 50% organic material consisting of
native peat, well-<Jecomposed 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.
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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.
6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after installation, 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.
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8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed
and replaced at the contractor's expense.
_O~_~_~INc
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----------- -- ----
eACK OF CUReI
eED LINE
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.
PLANT SPACING DETAIL (SECTION)
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.
N,T.5.
13. Any and all questions conceming the plan set and/or specifications shall be directed to the City Project Manager at
(727) 51)2-4737
nLLB> AND ~
NATM! IOL aoacPLL.........._
~
14. There shall be no additions, deletions or substitutions without the written approval of the City Project Manager.
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CITY or CLEARWATER, rLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
CITY or CLEARWATER, rLORIDA
PUBLIC WORKS AD~INISTRATlON
ENGINEERING
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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.
....
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90401
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FALM FLANTING PET AIL
N,T.5.
PLANT SPACING DETAIL
LANDSCAPE STANDARD
PALM PLANTING
LANDSCAPE STANDARD
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 ( ontractor identification signs shall be permitted on the project, except for the project information signs.
20. Existing sod shall be removed as necessary to accommodate new plantings.
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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.
---
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03/30/00
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
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~ ~ PREPARED PLANTING $OIL
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NOTES
I. All 1'1000 SHAll 8E SPRUCE OR PINE -NOT PRESSURE TREATf"D
2 CROSS TIES SHAll NOT CROSS OVER WOODY ROOTS
3 RI.MOVI All STRING &:/OR WIRE WRAPPED AROUND TRUI'~
4. REMOVI ALL SIRAPS. ROPES, WIRE, &:/OR STRINGS USED TO L1n THI ROOfBAl1
5 REMOVE ALL 8URLAP &:/OR WIRE FROM THI. TOP OF THE ROOT BAil.
6 TOP 01 ROOT8All TO 8E SET 2"' 8ElOW FINISH SURROUNDING FINISH GRADL
-...----~-t---
DRAWN B' CE NERAL LANDSCAPING
SMG
~'De;-- NOTES
___~~M___ n-I""ANDuSCAPE STANDARD
DESlGNED BY -~-------
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90601
SHEET
HEIGI-IT
~ MULCH 3"' FROM TRUNK
/ ~ MULCH 3"' DEPTH
~~~~il~ ~~~L L~A~SKEF~C~
FERTILIZER TA8LETS
AS SPEClnED. PLACE
UNIFORMLY AROUND
r - ROOT MASS 8ETWEEN
\ IitlIl , ..-;.. MIDDLE AND BOnOM
- '--- I. {-1 \,~- , OF ROOT MASS.
.-i I · ( , ~ UNDISTURBED SOIL
~ ~ I '- J 2-2"'X4" STAKE 1'1/
[: 'i -------LONG TAPER MIN. 18"'
.. v----- INTO UNDISTURBED
~~ SOil
. --- -- -_. .....3.20 5 TIME2...lHE WI~TH __
OF THE ROOT BALL
......
,
Po-
FERTILIZER TA6LET5 A5 -~"-~ _____________
5PECIFIED. PLACE UNIFORML'r' I ~ Jo-.
AROJND ROOT MA55 "-
6ETUJEEN MIDDLE AND
60TTOM OF ROOT MA55
"
( IRRIGATION NOT~ /~-
~~~ volul1'1.C!JHlrrlga.~. that provlde~ ~% coverage to II propo&ed
pI9ntlng&, will be de&lgned and In&tSlled b~ the tractor.
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/"X7"X4' CROSS MEMBIR
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. - -. IIlOOTl!lALL
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2. The propo&ed Irrigation 5~&tem mu&t meet or exceed a II applicable Clt~ code
requlrement&. (I.e., Sack. Flow PreventIon, Automatic RaIn 5h.Jt.off Device, etc_)
3. IrrIgation &hop drawlnge. mue.t be &ubmltted and approved b~ the Clt~ prior to
the Commencement of work.
....------- TW_D AND LOOSENED
t~ I NATIVE SOil BACKfill -
~.--_____u 2"xt'X4' STAKE.
1-- _3.TQ.S TIME~ WID!.I-I___-I
OF ROOT6ALL
.
4. Irrigation &~&tem mu&t be In&pected and accepted b~ Clt~ Project Manager
prior to In&tallatlon of mulch.
5_ Irrigation ae.-bu1lt drawlng&, whIch accuratel~ and clearl~ Identlf~ all modlflcatlon&
Vor &ub&tltutlon&. mu&t be &ubmltted prior to final In&pectlon and acceptance.
6. The exl&tlng 5/8" water meter will be ut1l1zed for thl& Irrigation 5~&tem.
1. The Land&cape Contractor mu&t coordinate the placement and power &uppl~ for
the IrrIgation control timer with the Cft~ and the Genera I Contractor.
,-----------
8. The followIng Irrigation &~&tem component& w1l1 be utIlIzed, per each manufacturer&'
&peclflcatlon&.
Toro-Netaflm TechLlne 58lf CleanIng, Pre&&ure-Compen&atlng Emitter LIne
I-lARDIE - Ralndlal 6 5tatlon Outdoor Control TImer
Rlchdale - 214APR I" Electric valve
Amtec - 1~" Round valve 60x.
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Sl-IRUB 4 GROUNDCOvER FLANTING DETAIL
TREE FLANTING PET AIL
N.T.5.
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CITY or CLEARWATER, rLORIDA
PUBLIC WORKS ADt.4INISTRATlON
ENGINEERING
CITY or CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
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TREE PLANTING
LANDSCAPE STANDARD
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SHRUB PLANmNG
LANDSCAPE STANDARD
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
0kA.. BY
SlAG
DATE
07/15/99
DWQ. NO.
90602
SHEET
2 OF 3
CHECI<tD IY
TRlA
IRRIGA TION NOTES
LANDSCAPE STANDARD
BASE OF LEAF BUD
HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE, TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
BURLAP TO PROTECT TREE--
hAlNlhAUhA 5 LAYERS
2 NON-SLIP hAETAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WATER
PLANT PALM 0" TO 2" ABOVE GRADE
3" hAULCH. REFER TO SPECIFICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4" X 3' STAKE
FERTILlZA TION
51-lRU65 AND TREE5
All tree& and &/Tub& &hall be fertilized wIth "Agrlform" 2~-15-5 planting
tablet& at tIme of In&tallatlon and prior to completIon of pit
backfilling. Tablete. &hall be placed unlforml~ around the root ma&& at
a depth that 1& between the mIddle and bottom of the root ma&&.
APPLICATION RATE:
I Gallon can: 1 - 21 gram tablet
3 Gallon can: 2 - 21 gram tablete,
5 Gallon can: 3 - 21 gram tablete.
1 Gallon can: 4 - 21 gram tablet&
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TRUNK SI-lALL 6E MAINTAINED
IN A VERTICAL POSTIOI\l
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DESIQN[D BY:
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BASE OF HEART/NUT OF PALM
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FINISH GRADE '""= " .
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NA TIVE SOIL BACKFILL OR AhAENDED SOIL
AS REQUIRED BY SOIL ANALYSIS
COMPACTED SOIL TO PREVENT SEffilNG
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INSTALL TOP OF ROOT 6ALL
3-4" A60VE FINI5I-l GRAD
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3 - 21 gram tablete, each 112" of caliper
1 - 21 gram tablet&
2"X2" WOODEN STAKE
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ROOT 6ALL:
PLANTING I-lOLE 5I-lALL 6E
2' LAR!i.lER Tl-lAN TI-lE
ROOT 6ALL DIAMETER ----------_______________
EXI5TING UNDI5TUR6ED SOI~-~ ~
---.
FINISH GRADE
"\
ROOT BALL
RECEIVING HOLE SHALL BE
APPROXIMA TEL Y 2' LARGER THAN
ROOT BALL DIAMETER
EXISTING SUBGRADE
Tree&:
Palm&:
...
-
PREPARED PLANTING SOIL
NOTE: STAKING & GU'r1NG REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT,
GROUNDCOYER AREA5
All groundcover areae, &hall receive fertlllzatlon with "Ozmocote"
time relea&e fertilizer a& per manufacturer'& &peclflcatlon&.
-_________ COMPACTED SOIL TO
MINIMIZE SETTLING
PALM TREE PLANTING AND STAKING DETAIL
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PINE TREE PLANTING DETAIL
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3 OF 3