FL99-08-13
FL 99-08-13
GRANESE
1 004/1 006 DREW
STREET
4' HIGH
X WOOD FENCE
TWO STORY
WOOD FRAME
BUILDING 1
OVER 4 PARKING SPACES 1
TWO EXISTING IlJ 1
RESIDENTIAL UNIT I II~,
TO REMAIN I- -; I
GARAGE ELEVATION = 30,42 t: ~ I ~ ~ I
I t:= J ~~ 1
1 E=1 ~~ 1
rn---I-------------~~ 1; i
L~--J L
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~~-------4~DDITIO~ PARKING
Ll SPACES IN EXISTING
....'\ ROCK AREA
ALLEY
N.88036'24"E.
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S.8S036'24"W. - - - - - - - - - -100.00'-
CONC. WALK
e UVE OAK ( Quercus lavrifolia )
~ CRAPE MYRTLE ( Lagerstroemia indica )
@ EXISTING TREES TO REMAIN
SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST
LANDSCAPE LEGEND
TYPICAL TREE
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.. PODOCARPUS (PODOCARPUS MACROPHYLlA)
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DREW STREET
73
SPLIT LEAF PHILODENDRON
(Philodendron selloum)
REMOVE ANY DELETERIOUS
MATERIAL WITHIN 2 1/2'
OF ROOT BALL OF TREE
AND REPLACE WITH SUITABLE
NATIVE SOILS (TO A MAX. OF 4')
51
DIA. + 18"
MIN,
ONLY SUITABLE SOIL SHALL REMAIN
IN PLANTING AREAS. ALL CONSTRUCTION
DEBRIS AND DELETERIOUS MATERIAL
SHALL BE REMOVED
L1RIOPE
(Liriope muscari)
34
TYPICAL PLANTING DIAGRAM
NOT TO SCALE
INDIAN HAWTHORNE
(Raphiolepis indica)
28
VARIEGATED CONFEDERATE JASMINE
(Raphiolepis indica) 34
LANDSCAPING AND IRRIGATION NOTES:
L1GUSTRUM
(Ligustrum japonilum) 23
1 . THIS LANDSCAPE PLAN REPRESENTS THE MINIMUM ALLOWABLE LANDSCAPING
FOR THIS PROJECT AND IS CONCEPTUAL IN NATURE. THE FINAL LANDSCAPE
PLAN WILL BE DESIGNED IN ACCORDANCE WITH THIS PLAN AND CITY RULES
AND REGULATIONS, AND WILL BE SUBMITTED FOR CllY REVIEW IF NOT IN
ACCORDANCE WITH THIS PLAN.
2. BALLED AND BURLAPPED TREES TO BE INSTALLED WILL HAVE ALL NON-
BIODEGRADABLE WRAPPINGS REMOVED AND BURLAP WILL BE FOLDED DOWN
TO ENHANCE WATER ABSORPTION. ANY WIRE BASKETS USED IN CONJUNCTION
WITH BALLED AND BURLAPPED TREES WILL HAVE THE FIRST FEW ROWS OF
EACH BASKET REMOVED AT THE TIME OF INSTALLATION,
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT
COMPACTED) AND BE A MINIMUM OF 18-24 INCHES WIDER THAN DIAMETER
OF ROOT BALL.
4. ON SITES CONTAINING CLAY, FINISHED GRADE OF TREES SHOULD BE
3-5 INCHES ABOVE EXISTING GRADE.
5, A 2-3 INCH LAYER OF ORGANIC MULCH MUST BE PLACED OVER THE
ENTIRE SURFACE OF EACH PLANTING HOLE TO WITHIN A FEW INCHES
OF THE BASE OF THE TREE.
6. IF SUPPORTS ARE TO BE USED FOR LANDSCAPE AND REPLACEMENT TREES,
STAKE AND WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON.
FLEXIBLE ATTACHMENTS WILL BE USED WHERE SUPPORT WIRES ARE WRAPPED
AROUND THE TREE TRUNKS/STEMS.
7, USE OF FERTILIZERS DURING PLANT INSTALLATION IS l:IQI PERMITTED.
8. TREE TRUNK WRAPPING AND THE APPLICATION OF PAINT/TAR ON TO PRUNED
TREE BRANCHES IS NOT PERMITTED.
9, NO MORE THAN 50~ OF THE LANDSCAPED AREA WILL BE PLANTED WITH
SHALLOW-ROOTED TURF GRASS VARIETIES. THESE TURF GRASS VARIETIES
SHALL BE CONSOLIDATED IN AND LIMITED TO AREAS THAT ARE PROVIDED
WITH CENTRAL AUTOMATIC IRRIGATION SYSTEMS.
10. ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM
THAT SUPPLIES 100 PERCENT COVERAGE TO ALL REQUIRED LANDSCAPING
PLANT MATERIAL, THE IRRIGATION SYSTEM MAY CONSIST OF AN AUTOMATIC
OR MANUAL UNDERGROUND SYSTEM, DRIP SYSTEM, QUICK COUPLING VALVES,
OR HOSE BIBS WITHIN 50 FEET OF ALL REQUIRED LANDSCAPING PLANT
WANDERING JEW
(Zebrina pendula) 66
BAHIA SOD 737 S.F.
EXISTING AZALEAS TO REMAIN 17
TREE LEGEND
SYMBOL DESCRIPTION
o OAK
l::.. PINE
o PALM
o CITRUS
o OTHER AS NOTED
SIZES AS SHOWN
NOTE: ONLY TREES 4" D,B.H. OR LARGER
HAVE BEEN'LOCATED AND SHOWN.
11, A LOW VOLUME IRRIGATION SYSTEM SHOULD BE USED WHEREVER POSSIBLE.
THE IRRIGATION REQUIREMENTS SHALL BE WAIVED WHERE APPROPRIATE NATIVE
PLANTS ARE USED TO MEET ALL THE LANDSCAPING REQUIREMENTS, THE
IRRIGATION SYSTEM MUST BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO
EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. NO IRRIGATION IS
REQUIRED WITHIN THESE AREAS.
12, ALL GRASS AREAS SHALL BE BAHIA SOD (SAND BASE)
13. ALL TREES MUST BE 1 1/2" CALIPER AND 8' HIGH AT TIME OF PLANTING,
14. ALL SHRUBS MUST BE 30" HIGH AT TIME OF PLANTING, AND SHALL BE 3' IN HEIGHT
AND 75~ OPAQUE WITHIN lWO (2) YEARS.
15, ALL PLANTINGS SHALL CONFORM TO "AMERICAN STANDARDS FOR NURSERY STOCK"
ANSI 260.1 AND BE FLORIDA GRADE 111 OR BETTER AS DETERMINED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES "GRADES AND STANDARDS
FOR NURSERY PLANTS."
......... TEMPORARY BENCH MARl< '1
T EL. - 32.27
SET NAIL IN S. SIDE OF PP
IIA73981
......... TEMPORARY BENCH MARK '2
T EL. = 30.69
SET NAIL IN S. SIDE OF PP
116A-5629
INDEX OF DRAWINGS
SHEET No.
DESCRIPIlON
DETENTION AREA NOTE:
THIS PARKING ADDITION RESULTS IN A NET INCREASE IN
IMPERVIOUS AREA OF LESS THAN 4,000 S.F,
THEREFORE, NO STORMWATER MANAGEMENT PERMIT IS
REQUIRED FROM THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT. THIS PLAN ANTICIPATES
PAYMENT IN LIEU OF DETENTION TO SATISFY CllY OF
CLEARWATER DETENTION REQUIREMENTS.
SOD NOTE:
ALl SLOPES SHAlL BE SODDED PER CllY OF
CLEARWATER SPECIFICATIONS.
1........ PARKING AREA IMPROVEMENT PLAN
2........ LANDSCAPE PLAN AND DETAILS
3........ SITE CONSTRUCTION SPECIFICATIONS
1. 9-27-99 PER D.R.C. RE UIREMENTS
No, DATE
REVISIONS
GML _ __
DRN. CKD. APP
GENERAL NOTES:
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G,V, DATUM, CONTOUR INTERVAL
= ONE FOOT,
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
4. ALL EXISTING UTI LIlY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHAlL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION,
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CllY OF CLEARWATER WATER SERVICE AREA,
7. THIS SITE LIES WITHIN THE CllY OF CLEARWATER SANITARY SEWER SERVICE
AREA,
GRANESE
- WEST PARKING ADOmON
LANDSCAPE PLA~" .....~..-;,>,.:;,/I~;~:).~;}~
.., , ...~, I ~ ,. (J'y , .' " '
PINELLAS COUNTY ',,,' I;; ;:..;:, .... ORloA ;
DATE: JUNE 4, 1999 APPROVED.:13Y: ...',).,l'-.; ~'"'"-~.:">~:'_~~~' .r
i:k'..'::_ ~Ot.:: (- J ,: ",. \ J>' ~ ;. '....,. ~ ! :1Y~. .. i I!
DES,: T. G. Radcliffe ~k ,X' ~ &.J r'.:>"', .- a c. -; ..
DRN,: KB/GOM/GML vl.iii1ij~' I i~ ~ . -':,:. I : .
CKD.: _.
SCALE: 1" - 10'
JOB No. 29279
CLEARWATER
PREPARED FOR:
ANTHONY GRANESE. ESQUIRE
1014 DREW STREET
CLEARWATER, FL 33755
Phone: (727) 446-4121
Fax: (727) 462-5202
S~'{'\""SAbI . .... 'LOVERAS
FL ENGJ.NEt;RiS LICENSE: No. PE 8508
FL SURVEYO~' & MAPPER. llCtNSE No. LS 1762
SHEET
LLOVERAS
2
OF
ENGINEERS - SURVEYORS
Phone: (727) 784-3965 'LB 0000208
29228 U,S. HIGHWAY 19 N.
PLANNE~S
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
3
CONSTR :TION PLANS
29279
JOB No.
SITE CONSTRUCTION SPECIFICATIONS
I. GENERAL
A. DEFINITIONS
Reference is mode in the construction specifications, standards and plans to some agencies and entities that
might have jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean
the latest requirements, editions and/or amendments of each,
Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge
Construction are given herein according to the number system used in the 1991 Edition, Subsequent editions may
be renumbered. The intent is the appropriate section as stated and sholl apply in spite of any renumbering,
ABBREVIATION
AGENCY OR ENTITY
F.D,E,P. ------------ Florida Department of Environmental Protection
F.D,O.T. ---------- Florida Department of Transportation
COUNTY ------------ A political subdivision of the State of Florida
MUNICIPALITY --------- County, city or town
FDOH -------------- Florida Department of Health
CHU --------------- County Health Unit
ASTM -------------- American Society of Testing and Materials
AWWA -------------- American Water Works Association
USASI ------------- United States of America Standards Institute
NSF --------------- Notional Sanitation Foundation
SWFWMD ------------ Southwest Florida Water Management District
AASHTO ------------ American Association of State Highway & Transportation Officials
CS ---------------- U, S, Department of Commerce, Commercial Standards
EPA --------------- Environmental Protection Agency
ANSI -------------- American National Standards Institute (formerly U,SAS.I. & A.SA)
The words "shall" and "will" are mandatory. The word "may" is optional. Where 0 particular brand nome appears
with "or equal", the intent is to denote a product of quality standard; therefore another brand of equal
quality may be used, subject to the Engineer's approval.
The Engineer sholl mean L1overas, Baur and Stevens,
The Contractor shall mean the person or firm performing the proposed installations,
The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project.
The Plans shall mean the site construction (working) designed drawings prepared by L1overas, Baur and Stevens,
The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in
the specification of material types,
The Specifications sholl mean the written detailed particulars of the project facilities which are, although part of
the Plans. not intended to supercede plan notations regarding general material types.
B. INTENT OF PLANS AND SPECIFICATIONS
The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful
of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction.
The Contractor shall obtain all permits. licenses and approvals required of the Contractor by the governing authority
and from any and all agencies having jursdiction on the project prior to proceeding with any portion or portions
of the project. The Contractor shall also comply with the requirements of the Owner or any governmental agency
regarding bonds, insurance. etc., if required.
The Contractor is governed by the requirements of all permits, licenses. approvals, etc.. that have been secured
for the construction whether obtained by the Contractors' forces or by others.
The contents of the plans, details and specifications prepared by the Engineer shall be used with due regard to their
meaning, function and purpose. The Engineer shall not be responsible for any deviations. unless written approval is
granted by the Engineer.
All work or materials shown on the plans and not mentioned in the specifications, or any work specified
and not shown on the plans, shall be furnished, performed, and done by the Contractor os if the same were both
mentioned in the specifications and shown on the plans.
Should the Contractor. in preparing his bid, find anything necessary for the construction of the project that is
not mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and
plans, he sholl notify the Engineer who will furnish an explanation,
Material types shall be os shown on the plans, All material types shown in the specifications ore not applicable to
each and every project or situation. and the specified material shown on the plan sheets shall govern. The plans
do not necessarily denote actual pipe lengths. The actual length between any junctions sholl be established on the
site,
The Contractor sholl examine the plans, specifications and site conditions in detail, both prior to commencing
construction, and also continually until the site construction is complete,
The Contractor sholl insure paving a,nd drainage improvements for 0 period of 18 months, and 011 other improvements for
o period of 18 months after final governmental acceptance and the Owner's and Engineer's acceptance of all workmanship.
materials and equipment which he installed and furnished. Any defects caused by the Contractor's forces or suppliers
within the period specified sholl be corrected without additional cost to the Owner, Any defects that occur within
the period specified, which are proven beyond the Contractor's control. will not be the Contractor's responsibility to
correct.
The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other
person performing work on thiS project. The Engineer also will not be responsible for the construction procedures.
safety precautions and programs incident thereto.
Acceptance by the Owner. Engineer and/or governing authority sholl not warrant the quality of the work.
Each Contractor shall comply with all applicable ordinances and laws regarding fire prevention and conduction. dust.
noise. safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer. governing
agency, and owner a set of As-Built Plans (Record Drawings) of each utility he installs at no extra cost.
C. JURISDICTION
The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized
agencies, entities. political subdivisions of the State of Florida. muncipalities or their administrative
divisions ( sections) have been met.
II. DETAILED SPECIFICATIONS
A. TREE PROTECTION AND REMOVAL
The Contractor shall obtain any and all necessary tree permits.
Tree removal sholl be done in 0 manner whereby the remaining trees will not be damaged, Should damage occur
to any protected tree, the Contractor doing said damage shall satisfy the requirements of the County or municipality,
The Engineers will not locate or designate the trees to remain or to be removed.
Existing trees which have been designated to remain sholl be protected per the requirements of the muncipality and/or
agency having jurisdiction,
B. CLEARING AND GRUBBING
Site conditions sholl include existing utilities.
sholl be determined by the Contractor, The
companies prior to and during construction.
and shall also comply with the requirements
either aerial or underground. The exact locations of existing utilities
Contractor sholl also be responsible for notifying 011 existing utility
The Contractor shall be responsible for the protection of all utilities,
of all affected utility companies. public or private.
Clearing and grubbing shall proceed with due regard for all permits. ordinances and lows that may apply to tree, trash
or other unsuitable material disposal, All trash or tree burning. if allowed. sholl be performed so as not to create
a public nuisance and sholl be properly permitted. No unsuitable material, such as vegetation, trash, trees or cloy.
shall be disposed of by burying unless approval is obtained from the Engineer. Additional permitting may be required
by a proposal to bury,
C. GRADING
All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer sholl be
notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any
applicable public authority.
The Contractor shall be reponsible for dust control, erosion control. and any other measures necessary to protect
adjacent property or the environment from harm due to the work.
D. DRAINAGE
The storm drainage system shall be installed as shown on the plans and os specified.
Storm drainage pipe material shall be of the sizes and material as shown on the plans. The pipe material sholl be
reinforced concrete unless otherwise shown on the plans.
The trench widths sholl be as narrow as possible, and bedding sholl be well compacted around and above the haunches
as required to stabilize the pipe.
Installation shall conform to the F,D.O.T. Specifications, Sections 125 and 430. All pipe shall be installed with
proper fittings at plan grade, All discharge open ends of pipe ore to be protected with headwalls. mitered ends
and/or rip-rap with additional rip-rap as required by the Engineer or governing agency to prevent erosion, Rip-rap
shall conform to the plans or F.D,O,T, Specifications. Section 530, All pipe and appurtenances (structures) sholl
be clean and free of debris upon completion.
Circular reinforced concrete pipe sholl conform to ASTM Specifications C- 76. Closs III. Wall B. Elliptical concrete
pipe shall conform to ASTM Specifications C-507, Gaskets sholl conform to F.D.O.T, Specifications. Section 942. the
specifications of ASTM C-361, and the manufacturer's recommendations, Circular and elliptical pipe lifting holes shall
be permanently mortar closed before backfilling,
Corrugated steel metal pipe and pipe arch sholl hove one-half inch minimum deep corrugations, and shall be galvanized
and hot dip asphalt coated conforming to AASHTO M-36 and AASHTO M-190 (Type A) specifications unless otherwise
indicated on the plans, All joints shall be water tight and resist leakage at 0 hydrostatic pressure of 2 psi. Guages
shall be shown on the plans; gouges ore F,D.O,T. specifications.
Corrugated aluminum alloy pipe and pipe arch sholl conform to the F,D.O,T. specifications, Section 945 and also
to AASHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required
by the governing agency,
Gaskets for corrugated steel or aluminium pipe shall be in accordance with the manufacturer's recommendations and
shall be a minimum width of six inches and 0 minimum thickness of three-eighth inches,
Underdrain pipe sholl conform to the specifications of ASTM 0-3033 and F.D,O,T, specifications, Section 440.
All material and installation sholl be as shown on the plans or per the governing agency and Engineer's requirements.
The perforations sholl be turned down and conform to the specifications of MSHTO M-189,
Catch basins sholl be constructed of precast concrete, Precast concrete catch basins shall conform to ASTM C- 76,
Table III, Wall B. F,D.O.T. Index No. 200-F,
The catch basin top may be cast in place or precast. Each top shall contain a two-foot diameter minimum cast iron
frame and cover placed within the concrete.
The bottom of the throat opening shall be below the flow line of the curb. and the throat vertical height cannot vary
more than one-half inch from the detailed plan dimension,
Drop inlets shall be constructed of precast concrete, Precast concrete drop inlets shall conform to ASTM C-76,
Table III, Wall B,
Junction boxes may be constructed of the same materials os catch basins, drop inlets or sanitary manholes. An
inside or outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required.
All covers shall be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies'
requirements,
E. EXCAVATION
All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer
limits of any pavement. curb or building pad, Unsuitable material shall include, but not be limited to, vegetation,
palmettos, trash. trees, tree limbs. tree stumps, tree roots or clay. All clay. clayey, impervious soils or unsuitable
soils shall be removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement bose,
and sholl be replaced with suitable material for compaction, The suitable material shall be compacted in layers to
meet the required density. Subdrains may be installed as necessary to meet the required density, In no case shall
any impervious material remain in the pavement area such that water will be restricted from entering the subdrain
system.
F. SANITARY SEWERS
The entire sanitary sewer system shall conform to the requirements of the F,D.E,P,. and also the requirements of the
local utility receiving the wastewater. The system shall be constructed as shown on the plans, including the details,
Sanitary sewer pipe material shall be of the sizes and material as shown on the plans, The pipe material shall be
polyvinyl-chloride (P,V.C.), unless otherwise shown on the plans.
Main line pipe shall either be polyvinyl-chloride P.V,C., ductile iron. cast iron or vitrified clay.
P.V,C. sanitary sewer pipe shall conform to specifications and ASTM 0-3034 SOR-35,
Ductile iron pipe and cast iron pipe, fittings. specials, joints and installation shall conform to the specifications for the
water distribution system as mentioned herein. Ductile iron pipe and cost iron pipe do not hove to be cement-lined
unless required by the local utility receiving the wastewater.
Vitrified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301.
ASTM C-425 and ASTM C-594 specifications.
Joints shall be Type III, compression "0" ring or Type B. compression sleeve. Infiltration shall not exceed ASTM C-425
or governing agency's specifications. Connections to cast iron shall be by use of adapters or per the manufacturer's
recommendations. Installation shall conform to ASTM C-12 specifications, governing agencies' requirements. and/or
manufacturer's recommendations,
The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the
lowest point so that the spigot ends point downstream in the direction of flow, The trench shall then be backfilled.
protecting the pipe from vertical or lateral movement. All lines and laterals shall be installed in straight lines with
proper fittings at the plan grade. The grade shall not rise or sag more than one inch vertically between two successive
manholes; the horizontal alignment between two successive manholes sholl not vary more than three inches.
Gravity sanitary sewers (and force mains) crossing under water mains sholl be laid to provide 18 inches minimum
vertical clearance between the invert of the higher pipe to the crown of the lower pipe, The crossing sholl be
arranged so that the sewer joints and the water joints are equidistant from the point of crossing with no less than
10 feet between any two joints, Where the minimum 18 inch vertical separation cannot be maintained. the sanitary
sewer shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing.
Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the
water main shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing,
Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main.
The distance sholl be measured edge-to-edge, In cases where it is not practical to maintain the 10 foot separation,
the water main shall be installed in a separate trench, or on an undisturbed earth shelf located on one side of the
sewer, and at an elevation so that the bottom of the water main is at least 18 inches above the top of the sanitary
sewer. The water and sanitary sewer joints shall be staggered,
Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main,
At road crossings with less than 30 inches of cover. and any part of the sewer line that may have less than 12 inches
of cover. the sanitary sewer sholl be cast iron pipe. ductile Iron pipe or concrete encased vitrified cloy pipe for the
length the condition exists. Where trenches cross existing roads by the open-cut method. the backfill sholl be placed
in 12 inch layers, and carefully tamped until compacted to the same density of the undisturbed soil.
The ends of pipe shall be well marked for later identification and location, These, os well as the locotion of manholes,
wyes and service laterals. shall be shown on the As-Built Plans. The As-Built data sholl be furnished to the Engineer
and Owner by the Contractor upon completion of the work.
Manholes may be constructed of solid clay brick or precast reinforced concrete, Solid clay brick shall conform to the
specifications of ASTM C-32, Precast reinforced concrete shall conform to the specifications of ASTM C-478.
All manholes ore to be water tight as required by the utility and as shown on the Plans. and also have channeled
inverts os shown on the plans. Brick manholes shall be mode water tight on the outside walls only, as shown on the
plans, Precast reinforced concrete manholes are to be made water tight by a coat(s) of bituminous material and
other acceptable methods at the joints of sections, The manholes sholl be constructed so that the rim may be
adjusted to comply with the different finish grade conditions which may arise, Each manhole shall contain a two-foot
diameter minimum cast iron frame and cover. Ladder rungs or steps are not to be installed in any manhole,
A drop pipe unit sholl be provided for a sewer line entering a manhole at on elevation more than 24 inches above
the lowest manhole channel invert,
Cleanouts shall be constructed as shown on the plans. The entire system sholl be flushed, lamped, television inspected
(including tape), and visually inspected prior to acceptance,
Force mains shall be constructed using the same material and installation specifications (including thrust blocks
and fittings) as the water distribution system as mentioned herein and shown on the plans,
G. WATER DISTRIBUTION SYSTEM
The entire water distribution system sholl conform to the requirements of the FDOH, and also the requirements of the
local utility supplying the water and fire protection, The system sholl be constructed as shown on the plans,
including the details,
Water main pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be
polyvinyl-chloride (P,V,C,) unless otherwise shown on the plans.
Main line pipe and fittings shall be DR-26 p,V,C,. DR-21 P.V,C., DR-18 P.V.C., DR-14 P,V,C. cast iron pipe (C,I.P,),
or ductile iron pipe (D.I.P.),
Metallic tape or wire sholl be placed in the some trench with all P.V,C. water mains in accordance with the governmental
agencies' requirements.
All P.V.C. water mains two inches and smaller shall be DR-21, The DR-21 P,V.C, pipe shall be designed in accordance
with AWWA C-900 standards, P ,V,C, pipe sholl be made from Class 12454-A or Class 12454-B virgin compounds conforming
to AWWA C-900, Table 2, P,V,C" 1120. DR-21 as defined in ASTM 0-1785. The pipe sholl be color coded with a stamp
thereon denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe. fittings
and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water, The
DR-21 P,V.C. couplings and joining materials shall conform to AWWA C-900. All DR-21 pipe, couplings and fittings
sholl be adoptable for use with cast iron pipe or ductile iron pipe,
All four inch P.V,C, water mains sholl be DR-14. The OR-14 P,V,C. pipe shall be designed in accordance with AWWA C-900
standards. P,V,C, pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900,
Table 2. P.V.C" 1120, DR-14, as defined in ASTM 0-1785. The pipe shall be color coded with a stomp thereon denoting
a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall
conform to the NSF specifications. and shall bear the NSF approval label for potable water. The DR-14 P.V.C. couplings
and joining materials shall conform to AWWA C-900. All DR-14 pipe, couplings and fittings shall be adaptable for use
with cast iron pipe or ductile iron pipe,
All P.V.C. water mains six inches and larger shall be DR-18. The DR-18 P.V.C. pipe shall be designed In accordance
with AWWA C-900 standards, P .V.C, pipe shall be made from Class 12454-A or Closs 12454-B virgin compounds conforming
to AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM 0-1785. The pipe shall be color coded with a stamp
thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade), The pipe, fittings
and specials shall conform to the NSF specifications, and sholl bear the NSF approval label for potable water. The
DR-18 P,V.C, couplings and joining materials shall conform to AWWA C-900. All DR-18 pipe, couplings and fittings
sholl be adaptable for use with cast iron pipe or ductile iron pipe.
SECTION
1 0, TOWNSHIP 29 SOUTH, RANGE 15 EAST
The cast iron pipe and fittings shall be Class 22 (150 psi pressure rating). and shall be cement mortar lined with
push-on or approved alternate joints, The cast iron pipe, fittings. joints and gaskets sholl conform to the specifications
of ANSI A21. 1. ANSI A21,4, ANSI A21.6, ANSI A21.8. ANSI A21. 10. ANSI A21. 11, and AWWA C-600, Installation shall
conform to ANSI A21.1 specifications for laying condition "B" with tamped backfill and the manufacturer's recommendations.
The ductile iron pipe and fittings shall be designed in accordance with ANSI specification A21.50, and shall conform
to ANSI Specification A25.51. The minimum thickness Closs for pipe four inches and smaller sholl be Class 51,
The minimum thickness Closs for pipe six inches and larger shall be Class 50.
Ductile iron pipe shall be coated as specified for cast iron pipe, Mechanical joints and slip-on type joints shall
conform to ANSI Specification A21.11, Mechanical joint glands shall be grey cast iron. Flanged piping shall have
125 pound flanges conforming to the requirements of ANSI Specification B16,1,
Fittings shall be rated for not less than 150 psi working pressure, sha,1I be suitable for the service required. and
shall conform to the requirements of ANSI Specification A21.10. Fittings sholl be lined and coated as specified for
cast iron pipe,
Unless otherwise shown on the plans. all pipe including P.V,C.. D,I.P,. and C,I.P. sholl have 0 minimum cover of 24
inches in unpaved finish grade areas. and a minimum cover of 36 inches in paved areas and public rights-of-way,
The interior of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times, Thrust
blocks sholl be installed at 011 fittings os shown in the table of the plans, Precast thrust blocks may be allowed
subject to Engineer's and governing agency's approval.
Upon completion of the mains. the water system sholl be subjected to 0 hydrostatic pressure test. All air shall be
expelled from the system. and the system shall be pressure tested by means of an accurate gauge. The pressure
test shall be as specified by the Engineer. typically 150 psi for one hour minimum for the uncovered joints. and
24-hour minimum for covered joints. Uncovered joints ore recommended. All leakage shall be corrected whereby the
pressure test will be acceptable; thereafter. the leakage sholl not be more than 23 gallons/24-hours/inch of diameter/mile
or less os determined by the water system's inspector. The water system shall be flushed prior to and subsequent to
each sterilization procedure that might be required for acceptance. Initial flushing sholl be done after completion of the
hydrostatic test. All lines will be sterilized in accordance with AWWA C-601 specifications and local governing authorities'
requirements,
Gate valves three inches and smaller sholl hove a bronze or iron body and sholl be bronze mounted, designed to operate
at 200 psi working pressure, Gate valves four inches and larger shall conform to the specifications of AWWA C-500,
"Class 150" with on iron body, bronze mounted, non-rising stem designed to open counter-clockwise. All valves shall
have ends or joints to match the pipe to which they are to be connected. Each gate valve shall be installed with an
adjustable cast iron valve box and cover set at finished grade and well marked.
Fire hydrants shall conform to AWNA C-502 specifications and the local fire district requirements. Each hydrant shall
connect to 0 six inch minimum water distribution main, A gate valve with cast iron box and cover shall be placed
between the main and hydrant. unless the main is a "fire line" only, The hydrant valve sholl be 5 1/4 inches, with
two - 2 1/2 inch nozzles and one - 4 1/2 inch pumper nozzle, The hydrant shall be installed plumb, and the
pumper nozzle shall face the pavement. The pumper nozzle sholl be 18 inches above finished grode, and sholl open
counter-clockwise. The hose threads and final paint color shall conform to local fire district requirements. The hydrants
shall be compression type with "break-away" facilities. and the operating stem threads shall not be located in the
waterway,
Water service pavement conduits shall conform to the plans and the requirements of the water utility supplying and/or
maintaining the system. The conduits shall be P,V.C, or on approved equal, and will be placed os shown on the plans.
Water service pipe material shall be galvanized steel. P.V,C,. polyethylene, polybutylene or an alternate approved by the
utility and Engineer.
Galvanized steel pipe shall be standard weight Schedule 40 with threaded connections, P.V.C, pipe shall be the same
as the main line pipe. Polyethylene sholl be Type III, Grade 3. Class C material, and shall conform to ASTM 0-1248
and ASTM PE-3306. The tubing shall also be manufactured in accordance with Commercial Standard No, C.S. 255.
or an approved equal. Polybutylene tubing shall conform to AWWA C-902. All fittings shall conform to the particular
type service pipe material. Each service sholl hove a corporation stop at the main, and all service connections and
appurtenances shall be subject to the approval of the Engineer and/or the water system supplying the water. Water
service locations will be marked on the curb with a durable paint,
All building connections sholl conform to the architectural plans and specifications, the governing agencies' requirements,
and the Engineer,
Water meter and backflow prevention device size. material and installation shall conform to the requirements of the
utility. the plans. and the Engineer's specifications,
H. IRRIGATION SYSTEM
Irrigation pipe material shall be polyvinyl-chloride (P.V.C.), and shall conform to the same specifications as the water main
pipe, Other material may be used subject to the utility's, Owner's and Engineer's written approval.
All fittings and testing shall be as indicated on the plans, All valves sholl conform to the specifications for water
valves.
I. PAVING
This section shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as
shown on the plans, The areas ore to be graded and constructed as shown on the plans, details and typical Sections,
All backfill over any pipe within roadway areas sholl be compacted per F,D,O,T. specifications, section 125-8.3.
Telephone, electric. irrigation and water service pavement conduits shall be placed prior to installation of the
subbase, The Contractor shall coordinate these services,
Subbase shall be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B,R.)
and density shall be as shown on the plans. and shall be done in accordance with F,D,O.T, specifications. Section 160
(also AASHTO T -180). The percent of density refers to the standard method of testing using the Modified Proctor.
the location and frequency of tests sholl be as determined by the Engineer and/or the governing agency having
jurisdiction. Subbase shall be of native material. only if it meets the required bearing value. Should native
material fail the required bearing values. acceptable and approved material shall be mixed until the bearing value
is obtained,
Underdrain pipe shall conform to the specifications of ASTM 0-3033 and F.D.O,T. specifications, Section 440.
All material and installation sholl be as shown on the plans or per the governing agency and Engineer's requirements.
The perforations shall be turned down and conform to the specifications of AASHTO 10.1-189,
Bases shall be limerock. oyster shell, soil cement or on approved alternate. Limerock base material. installation and
density shall conform to the F.D.O.T. specifications. Section 230. Oyster shell. if allowed, shall conform to F.D.O.T.
specifications. Section 250 and the governing agency's requirements, Soil cement base. if allowed, shall conform to
F.D.O,T. specifications. Section 270. and the governing agency's requirements, Alternate bases, if approved, shall
conform to the requirements of the Engineer. governing agency. and the respective sections of the F.D,O.T, specifications,
The base material sholl be placed on the subbase only upon completion and acceptance of the subbase.
The minimum base density sholl be os shown on the plans. and as required by the Engineer and governing agency,
Base material sholl be thoroughly clean and free of debris prior to application of the prime coat. The base shall be
primed with a rapid cure type sealant at 0 rote of 0,10 gallons per square yard, All materials and installation sholl
conform to F.D.O.T, specifications. Section 300, the Engineer's and the governing agency's requirements, The prime
coat shall be covered with sand or screenings per F.D.O.T. requirements, Section 300. Alternate cover material may be
used subject to approval of the Engineer and the governing agency. Excess material shall be removed by a drag
broom or equal.
A tack coat shall be applied prior to placement of the final surface course. The tack coat shall be applied within
72 hours after placing the prime coot. or prior to placing the surface course. The tack coat materials, installation
and application rate shall conform to F,D.O,T, specifications. Section 300. the Engineer's and the governing agency's
requirements,
Pavement course shall conform to the dimensions and thicknesses as shown on the plans and the Engineer's and governing
agency's requirements. The material and placement shall be in accordance with the "Pinellas County Standards for Hot
Bituminous Mixtures". if applicable. or the F.D,O.T. "Standard Specifications for Road and Bridge Construction". if
applicable. The type of pavement course shall be as indicated on the plans.
Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses. strength and elevations
shown on the plans. details. and as required by the Engineer and governing agency, Materials and installation
shall be in accordance with F.D,O.T, specifications. Section 520. Minimum concrete strength shall be 3000 psi.
Curb shall be placed after acceptance of the subbase, and prior to placement of the base.
Sidewalks shall conform to the dimensions, locations. elevations. thicknesses and strength shown on the plans,
details, and as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the
F,D.O,T, specifications. Section 522.
Traffic paint shall conform to the color and dimensions shown on the plans and as required, Installation and material
shall conform to F.D,O,T, specifications. Sections 710 and 971-12. and also the Engineer's and governing agency's
requirements,
Street name signs and other sign materials and installation. when required for vehicular and/or pedestrian traffic
control or information. shall conform to the governing agency's requirements,
INDEX OF DRAWINGS
SHEET No
DESCRIPTION
1........ PARKING AREA IMPROVEMENT PLAN
2,....... LANDSCAPE PLAN AND DETAILS
3........ SITE CONSTRUCTION SPECIFICATIONS
NOTE:
THE GENERAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH
ON THE PRECEDING SHEETS OF THE PLANS. SOME MATERIALS SPECIFlED
HEREIN WILL NOT BE UllUZED ON THIS SPECIFlC PROJECT.
1, 09-27 99 PER D,R.C. RE UIREMENTS
No, DATE
REVISIONS
GML 1//JIr ....
DRN. CKD. APP
GRANESE - WEST PARKINQ,l~,D,PI]1Q~
,:j':1 ,/ .,,' - . ,,' ..' ' ,
SITE CONSTRUCTION SPE tEle$TION
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PREPARED FOR:
"
ATE: JUNE 4, 1999
ES.: T. G. Radcliffe
ONY GRANESE, ESQUIRE
1014 OREW STREET
LEARWATER. FL 33755
hone: (727) 446-4121
Fax: (727) 462-5202
RN.: GML
CKD,: 1//JIr
CALE: 1" = 10'
08 No, 29279
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LLOVERAS
ENGINEERS
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SOUTH 5' OF LOT 4 PER
O.R. BOOK 1160, PAGE 738
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DREW STREET (DREW AVENUE PER PLAT)
105i,87'
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DESCRIPTION:
SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST
81.83 X
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CLEARW' 'A'JER''-''''.' ". i : : f
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Lot 3, less the south 5 feet thereof and Lot 4, Block B, PLAZA PARK ADDITION TO
CLEARWATER, according to the: plat thereof, recorded in Hillsborough Plat Book 5, Page 53,
Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part,
LESS AND EXCEPT the South 5 feet thereof as deeded to the City of Clearwater and recorded
in O.R. Book 1160, Page 738, of the Public Records of Pinellas County, Florida.
TABULATION
OF NOTES
AREA - EXISTING
USE
S.F.
Ac.
1. IMPERVIOUS AREAS
A. BUILDING GROUND
COVERAGE
B. WALKS,STOOPS,DECKING
ETC,
4598 S.F.
0.11Ac.
3485 S.F,
0,08 Ac.
871 S,F,
0,02 Ac,
C, PAVEMENT
240 S.F.
0.01 Ac.
2. OPEN SPACE
9343.S.F.
0.21 Ie.
A, GRASS AND LANDSCAPE
AREAS
9343 S.F.
0.21 Ac,
3. TOTAL
13939 S.F.
0.32 Ie.
LANDSCAPING AND IRRIGATION NOTES:
1. THIS LANDSCAPE PLAN REPRESENTS THE MINIMUM ALLOWABLE LANDSCAPING
FOR THIS PROJECT AND IS CONCEPTUAL IN NATURE, THE FINAL LANDSCAPE
PLAN WILL BE DESIGNED IN ACCORDANCE WITH THIS PLAN AND CITY RULES
AND REGULATIONS, AND WILL BE SUBMITTED FOR CITY REVIEW IF NOT IN
ACCORDANCE WITH THIS PLAN,
2. BALLED AND BURLAPPED TREES TO BE INSTAlLED WILL HAVE ALL NON-
BIODEGRADABLE WRAPPINGS REMOVED AND BURLAP WILL BE FOLDED DOWN
TO ENHANCE WATER ABSORPTION. ANY WIRE BASKETS USED IN CONJUNCTION
WITH BAlLED AND BURLAPPED TREES WILL HAVE THE FIRST FEW ROWS OF
EACH BASKET REMOVED AT THE TIME OF INSTALLATION.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT
COMPACTED) AND BE A MINIMUM OF 18-24 INCHES WIDER THAN DIAMETER
OF ROOT BALL.
4. ON SITES CONTAINING CLAY, FINISHED GRADE OF TREES SHOULD BE
3-5 INCHES ABOVE EXISTING GRADE.
5, A 2-3 INCH LAYER OF ORGANIC MULCH MUST BE PLACED OVER THE
ENTIRE SURFACE OF EACH PLANTING HOLE TO WITHIN A FEW INCHES
OF THE BASE OF THE TREE,
6, IF SUPPORTS ARE TO BE USED FOR LANDSCAPE AND REPLACEMENT TREES,
STAKE AND WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON.
flEXIBLE ATTACHMENTS WILL BE USED WHERE SUPPORT WIRES ARE WRAPPED
AROUND THE TREE TRUNKS/STEMS.
7. USE OF FERTILIZERS DURING PLANT INSTALlATION IS .MQI PERMITTED.
8, TREE TRUNK WRAPPING AND THE APPLICATION OF PAINT/TAR ON TO PRUNED
TREE BRANCHES IS NOT PERMITTED.
9. NO MORE THAN 50% OF THE LANDSCAPED AREA WILL BE PLANTED WITH
SHALLOW-ROOTED TURF GRASS VARIETIES, THESE TURF GRASS VARIETIES
SHALL BE CONSOLIDATED IN AND LIMITED TO AREAS THAT ARE PROVIDED
WITH CENTRAL AUTOMATIC IRRIGATION SYSTEMS,
10. AlL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM
THAT SUPPLIES 100 PERCENT COVERAGE TO AlL REQUIRED LANDSCAPING
PLANT MATERIAL. THE IRRIGATION SYSTEM MAY CONSIST OF AN AUTOMATIC
OR MANUAL UNDERGROUND SYSTEM, DRIP SYSTEM, QUICK COUPLING VALVES,
OR HOSE BIBS WITHIN 50 FEET OF AlL REQUIRED LANDSCAPING PLANT
1 1, A LOW VOLUME IRRIGATION SYSTEM SHOULD BE USED WHEREVER POSSIBLE,
THE IRRIGATION REQUIREMENTS SHALL BE WAIVED WHERE APPROPRIATE NATIVE
PLANTS ARE USED TO MEET AlL THE LANDSCAPING REQUIREMENTS, THE
IRRIGATION SYSTEM MUST BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO
EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. NO IRRIGATION IS
REQUIRED WITHIN THESE AREAS.
12. ALL GRASS AREAS SHALL BE BAHIA SOD (SAND BASE)
13. ALL TREES MUST BE 1 1/2" CALIPER AND 8' HIGH AT TIME OF PLANTING,
14. AlL SHRUBS MUST BE 30" HIGH AT TIME OF PLANTING, AND SHAlL BE 3' IN HEIGHT
AND 75% OPAQUE WITHIN TWO (2) YEARS.
15. AlL PLANTINGS SHAlL CONFORM TO "AMERICAN STANDARDS FOR NURSERY STOCK"
ANSI 260,1 AND BE flORIDA GRADE III OR BETTER AS DETERMINED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES "GRADES AND STANDARDS
FOR NURSERY PLANTS."
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I OF ROOT BAlL OF TREE
AND REPLACE WITH SUITABLE
NATIVE SOILS (TO A MAX. OF 4')
DIA. + 18"
MIN,
ONLY SUITABLE SOIL SHALL REMAIN
IN PLANTING AREAS, ALL CONSTRUCTION
DEBRIS AND DELETERIOUS MATERIAL
SHAlL BE REMOVED
TYPICAL PLANTING DIAGRAM
NOT TO SCALE
AREA - PROPOSED
~ OF
TOTAl
Ac.
% OF
TOTAL
S.F.
32.97 X
8591 S.F.
0.20 k.
25.00 %
0.08 Ac.
25.00 %
3485 S.F,
6,25 %
871 S.F,
0,02 Ac.
1.72 %
4235 S.F,
0,10 Ac.
30.38 %
87.03 X
5348 S.F.
0.12 Ie.
38.37 X
67.03 %
5348 S.F,
0.12 Ac.
38.37 %
100x
13939 S.F.
0.32 Ie.
100x
PARKING TABULATION
REQUIRED PARKING
OFFICE AREA :
4 SPACES PER 1000 S,F.
2,469 S.F. + 1000 S.F. x4 SPACES = 10 SPACES
RESIDENTIAL AREA :
1 % SPACES I UNIT
1 % SPACES x 1 UNIT = 2 SPACES REQUIRED
TOTAL REQUIRED PARKING = 12 SPACES
15 SPACES AVAILABLE
TREE PLANTING LEGEND
~
C)
LIVE OAK ( Quercus lavrifolia )
VARIEGATED PITTOSPORUM
( Pittosporum tobira veg, )
TOTAL
DETENTION AREA NOTE:
THIS PARKING ADDITION RESULTS IN A NET INCREASE IN
IMPERVIOUS AREA OF LESS THAN 4,000 S.F,
THEREFORE, NO STORMWATER MANAGEMENT PERMIT IS
REQUIRED FROM THE SOUTHWEST flORIDA WATER
MANAGEMENT DISTRICT. THIS PLAN ANTICIPATES
PAYMENT IN LIEU OF DETENTION TO SATISFY CITY OF
CLEARWATER DETENTION REQUIREMENTS.
RIGHT-OF-WAY UTILITY NOTE:
A PINELLAS COUNTY UTILITIES LICENSE IS REQUIRED FOR
ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAYS,
SOD NOTE:
ALL SLOPES SHALL BE SODDED PER CITY OF
CLEARWATER SPECIFICATIONS,
FLOOD ZONE NOTE:
THIS SITE LIES WITHIN A F.E.M.A. FLOOD ZONE X
ACCORDING TO FLOOD INSURANCE RATE MAP
COMMUNITY-PANEL NUMBER 125096 0015 D,
INDEX DATED AUGUST 18, 1992.
BENCH MARK NOTE:
ELEVATIONS SHOWN ARE BASED ON PINELLAS COUNTY
BENCH MARK No. 1484 (BREEZE V), EL. = 31,928.
NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED.
... TEM~RARY BENCH MARl< '1
EL. - 32.27
SET NAIL IN S. SIDE OF PP
IIA73981
....ob... TEMPORARY BENCH MARl< '2
T EL. = 30.69
SET NAIL IN S. SIDE OF PP
#6A-5629
PAVEMENT LEGEND
~
-
DENOTES EXISTING PAVEMENT
AND CURBS TO BE REMOVED
DENOTES NEW ASPHALT
PAVEMENT AND BASE
INDEX OF DRAWINGS
SHEET No
D~CRIPTlON
1........ PARKING AREA IMPROVEMENT PLAN
2........ TYPICAL DETAILS AND
SITE CONSTRUCTION SPECIFICATIONS
!\~~
l" ;)
~~
I
()
~
~
6,25 %
Vicinity Map
Not To Scale
l
~
SYMBOL LEGEND
.
CLEANOUT
CONCRETE
DROP INLET
FIRE HYDRANT ASSEMBLY
FLORIDA POWER CORPORATION
TRANSFORMER PAD
G.T,E. PEDESTAL
GATE VALVE
HANDICAP
JUNCTION BOX
LIGHT POLE
SANITARY MANHOLE
POWER POLE
WATER METER
WELL
Ihf+~:'\,~"'"
TREE LEGEND
IliI
(<>)
181
o
I
SYMBOL DESCRIPTION
o OAK
t:::. PINE
o PALM
a) CITRUS
o OTHER AS NOTED
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER
HAVE BEEN LOCATED AND SHOWN.
Ell
g
o
tJ
S
o
GENERAL NOTES:
3
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V, DATUM. CONTOUR INTERVAL
= ONE FOOT,
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY,
3. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
4. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS
SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION, THE CONTRACTOR
SHALL VERIFY THE LOCATION OF AlL EXISTING UTILITIES PRIOR TO
CONSTRUCTION,
5, THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH
PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND AlL FACILITIES
THEY MAY HAVE AFFECTING CONSTRUCTION.
6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA.
7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE
AREA.
24
27
ABBREVIATION LEGEND
BB
BC
C.B.
CL or <t
co
CONC.
C,M.P.
DB
D,B.D.1.
D.1.
EL.
EP
EXIST,
F,F.
F,H.
GND.
G.V,
HC
H.E.R.C.P.
BOTTOM OF BANK
BACK OF CURB
CATCH BASIN
CENTERLINE
CLEANOUT
CONCRETE
CORRUGATED METAL PIPE
DITCH BOTTOM
DITCH BOTTOM DROP INLET
DROP INLET
ELEVATION
EDGE OF PAVEMENT
EXISTING
FINISHED FLOOR
FIRE HYDRANT
GROUND
GATE VALVE
HANDICAP
HORIZONTAL ELLIPTICAL R,C.P.
HP
INV.
J.B.
L.F.
LP
LTP
O.F,S.
M.E.S,
M.H,
PP
R.C.P.
R/W
SID
TB
TW
WK
WM
WV
HIGH POINT
INVERT
JUNCTION BOX
LINEAL FEET
LOW POINT
LIGHT POLE
OVERFLOW STRUCTURE
MITERED END SECTION
MANHOLE
POWER POLE
REINFORCED CONCRETE PIPE
RIGHT -OF -WAY
SUB-DRAIN (UNDERD~N)
TOP OF BANK
TOP OF WAlL
EDGE OF WALK
WATER METER
WATER VALVE
GENERAL LEGEND
EXISTING
DENOTES
PROPOSED
Right-of-Way or Property Line
~
".--- 24.,.....---'25- _
'!>8'1-1 OR 'I- 7>8.1
24- - - --
_..... 25
,.. - ,..----
_ ==:6SP~ _
- - - - - CURB- -
- -()---<:rOe- -I')- -
J.B...." C.B.-Jr J LATERAl
- -( )--<:!-Sr- - 7:;;;
M.H...." WYE c.O.
~ -W- -w--- -
~.H. e . ~.v.
- -4- -fMe- -<!-- Force Main
- ~ - - -Sf :.=:-=o::to---- Sub-Drain
n "". ~] (t.j I~; II ,i/;.v~ter !~e,~ \-
L J '--' '-::./ L:::J u U L_.i f .
- '< I .
I !
~llaao 1.J11
./
Spot Elevation
Contour
Pavement
ASPIW.T
. .. D ~RB ~.I.
J.B,..., c~
I LATERAl.
. . S ..;.~ 0
M.H...." @ WYE c.O~
· ~.H.W ~~G.v.
--C FM --C
--c-S/D--c-
Storm Drainage
Sanitary Gravity Main
Water Main
o
...
..
No.
& DEVElOPMRWISION~
CllY OF CLEARWATER
- Wt.:S1
DRN, CKD,APP,
DATE
.
G,nj
'rv"U
CLEARWATER
PREPARED FOR:
?ARKING ADDITION~#,
PARKING AREA IMPROVEMENt, ..f?LiN5:'~jif:~J:~~\..
.,.... . .-1.. .:,.' ,_ . \t:~~
~~~,:'~;, ,>.;;~~'.... l ".... ~.,} '~,'
PINELLAS COUNTY r'i~S,i'~; ;.i~':''''
DATE: JUNE 4, 1999 APPROVED BY:,1!(.'...,t:l.'J'_~"~..,,'..,.~~.}'. fJ ;':".i'~'
I',~ft~. .j....!,r;-.~
DES.: T. G. Radcliffe\...t I~. r: ;S:"?Sl"i;f
DRN.: KB/GOM/GML I,,:i ""," ~\}"';: '. ~::t:-~(~;;./;
CKD.: ~ :JliJII'..! ~!' ,rd.'n&'''., J,....:,p:,~J'.;.."I"', ./,,,"'_::<
SCALE: 1" ... 10' S, .. SA~DY"; LL ,. S~i:'t...".:;..."
FL ENGINEER'SLlCE~~Nr~ PEIo,a'so8 ,.' .
JOB No. 29279 FL SURVEYOR&t,lAP-PER LICENSE No. LS 1762
LLOVERAS. BAUR & STEVEN's" S,H1ET
OF
ANTHONY GRANESE, ESQUIRE
1014 DREW STREET
CLEARWATER, FL 33755
Phone: (727) 446-41 21
Fax: (727) 462-5202
~
ENGINEERS - SURVEYORS -
Phone: (727) 784-3965 *LB 0000208
29228 U,S. HIGHWAY 19 N.
PLANNERS
Fax: (727) 784-8153
CLEARWATER, FLORIDA 33761
2
CONSTRUCTIC" PLANS
29279
JOB No.
SITE CONSTRUCTION SPECIFICATIONS
I. GENERAL
A. DEFINITIONS
Reference is mode in the construction specifications, standards and plans to some agencies and entities that
might hove jurisdiction over this project. The references ore abbreviated by the tabulation below and sholl mean
the latest requirements, editions and/or amendments of each,
Section numbers referencing Florida Department of Transportation Standard Specifications for Rood and Bridge
Construction are given herein according to the number system used in the 1991 Edition. Subsequent editions may
be renumbered. The intent is the appropriate section as stated and shall apply in spite of any renumbering.
ABBREVIATION
AGENCY OR ENTITY
F.D.E.P. ------------ Florida Department of Environmental Protection
F,D.O,T. ---------- Florida Department of Transportation
COUNTY ------------ A political subdivision of the State of Florida
MUNICIPALITY --------- County, city or town
FDOH -------------- Florida Deportment of Health
CHU --------------- County Health Unit
ASTM -------------- American Society of Testing and Materials
AWWA -------------- American Water Works Association
USASI ------------- United States of America Standards Institute
NSF --------------- Notional Sanitation Foundation
SWFWMD ------------ Southwest Florida Water Management District
AASHTO ------------ American Association of State Highway & Transportation Officials
CS ---------------- U. S. Department of Commerce, Commercial Standards
EPA --------------- Environmental Protection Agency
ANSI -------------- American National Standards Institute (formerly U,S.A.S.1. & A,S.A.)
The words "shall" and "will" are mandatory. The word "may" is optional. Where a particular brand name appears
with "or equal", the intent is to denote a product of quality standard; therefore another brand of equal
quality may be used, subject to the Engineer's approval.
The Engineer shall mean L1overas, Baur and Stevens,
The Contractor shall mean the person or firm performing the proposed installations,
The Owner shall mean the person, persons, firm, company, partnership or corporation developing the project.
The Plans shall mean the site construction (working) designed drawings prepared by L1overas, Baur and Stevens.
The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in
the specification of material types,
The Specifications shall mean the written detailed particulars of the project facilities which are, although part of
the Plans, not intended to supercede plan notations regarding general material types.
B. INTENT OF PLANS AND SPECIFICATIONS
The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful
of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction.
The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority
and from any and all agencies having jursdiction on the project prior to proceeding with any portion or portions
of the project. The Contractor sholl also comply with the requirements of the Owner or any governmental agency
regarding bonds, insurance, etc" if required,
The Contractor is governed by the requirements of all permits, licenses, approvals, etc., that have been secured
for the construction whether obtained by the Contractors' forces or by others.
The contents of the plans, details and specifications prepared by the Engineer sholl be used with due regard to their
meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is
granted by the Engineer.
All work or materials shown on the plans and not mentioned in the specifications, or any work specified
and not shown on the plans, shall be furnished, performed, and done by the Contractor as if the same were both
mentioned in the specifications and shown on the plans.
Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is
not mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and
plans, he shall notify the Engineer who will furnish an explanation.
Material types sholl be as shown on the plans, All material types shown in the specifications are not applicable to
each and every project or situation, and the specified material shown on the plan sheets shall govern, The plans
do not necessarily denote actual pipe lengths. The actual length between any junctions shall be established on the
site.
The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing
construction, and also continually until the site construction is complete.
The Contractor shall insure paving and drainage improvements for a period of 18 months, and all other improvements for
a period of 18 months after final governmental acceptance and the Owner's and Engineer's acceptance of all workmanship,
materials and equipment which he installed and furnished. Any defects caused by the Contractor's forces or suppliers
within the period specified shall be corrected without additional cost to the Owner, Any defects that occur within
the period specified, which are proven beyond the Contractor's control, will not be the Contractor's responsibility to
correct.
The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other
person performing work on this project. The Engineer also will not be responsible for the construction procedures,
safety precautions and programs incident thereto,
Acceptance by the Owner, Engineer and/or governing authority sholl not warrant the quality of the work.
Each Contractor sholl comply with all applicable ordinances and laws regarding fire prevention and conduction, dust,
noise, safety. sanitary and similar public health and safety aspects. He sholl also supply the Engineer, governing
agency, and owner a set of As-Built Plans (Record Drawings) of each utility he installs at no extra cost.
C. JURISDICTION
The Contractor shall be responsible for coordinating his work to ascertain that 011 requirements of duly authorized
agencies, entities, political subdivisions of the State of Florida, muncipalities or their administrative
divisions (sections) have been met.
II. DETAILED SPECIFICATIONS
A. TREE PROTECTION AND REMOVAL
The Contractor shall obtain any and all necessary tree permits.
Tree removal shall be done in 0 manner whereby the remaining trees will not be damoged. Should damage occur
to any protected tree, the Contractor doing said damage shall satisfy the requirements of the County or municipality.
The Engineers will not locate or designate the trees to remain or to be removed.
Existing trees which have been designated to remain sholl be protected per the requirements of the muncipality and/or
agency having jurisdiction.
B. CLEARING AND GRUBBING
Site conditions sholl include existing utilities,
shall be determined by the Contractor. The
companies prior to and during construction.
and shall also comply with the requirements
either aerial or underground. The exact locations of existing utilities
Contractor shall also be responsible for notifying all existing utility
The Contractor shall be responsible for the protection of all utilities,
of all affected utility companies, public or private.
Clearing and grubbing shall proceed with due regard for 011 permits, ordinances and lows that may apply to tree, trash
or other unsuitable material disposal. All trash or tree burning, if allowed, sholl be performed so as not to create
a public nuisance and shall be properly permitted. No unsuitable material, such as vegetation, trash, trees or clay,
shall be disposed of by burying unless approval is obtained from the Engineer, Additional permitting may be required
by a proposal to bury.
C. GRADING
All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be
notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any
applicable public authority,
The Contractor shall be reponsible for dust control, erosion control, and any other measures necessary to protect
adjacent property or the environment from harm due to the work.
D. DRAINAGE
The storm drainage system shall be installed as shown on the plans and os specified.
Storm drainage pipe material shall be of the sizes and material as shown on the plans, The pipe material shall be
reinforced concrete unless otherwise shown on the plans.
The trench widths shall be as narrow as possible, and bedding shall be well compacted around and above the haunches
as required to stabilize the pipe,
Installation shall conform to the F.D.O,T. Specifications, Sections 125 and 430, All pipe shall be installed with
proper fittings at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends
and/or rip-rap with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap
shall conform to the plans or F.D,O,T, Specifications, Section 530, All pipe and appurtenances (structures) sholl
be clean and free of debris upon completion.
Circular reinforced concrete pipe shall conform to ASTM Specifications C-76, Class III, Wall B. Elliptical concrete
pipe shall conform to ASTM Specifications C-507. Gaskets shall conform to F.D,O.T, Specifications, Section 942, the
specifications of ASTM C-361, and the manufacturer's recommendations, Circular and elliptical pipe lifting holes shall
be permanently mortar closed before backfilling,
Corrugated steel metal pipe and pipe arch shall have one-half inch minimum deep corrugations, and shall be galvanized
and hot dip asphalt coated conforming to AASHTO M-36 and AASHTO M-190 (Type A) specifications unless otherwise
indicated on the plans, All joints shall be water tight and resist leakage at a hydrostatic pressure of 2 psi. Guages
shall be shown on the plans; gauges are F,D,O,T. specifications,
Corrugated aluminum alloy pipe and pipe arch shall conform to the F,D.O.T. specifications, Section 945 and also
to AASHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required
by the governing agency.
Gaskets for corrugated steel or aluminium pipe shall be in accordance with the manufacturer's recommendations and
shalll be a minimum width of six inches and 0 minimum thickness of three-eighth inches.
Underdrain pipe shall conform to the specifications of ASTM 0-3033 and F.D.O.T. specifications, Section 440,
All material and installation sholl be as shown on the plans or per the governing agency and Engineer's requirements.
The perforations shall be turned down and conform to the specifications of AASHTO M-189,
Catch basins shall be constructed of precast concrete, Precast concrete catch basins shall conform to ASTM C- 76,
Table III, Wall B, F,D.O.T, Index No. 200-F,
FINISHED GRADE
43,00'
5.00'
1" TYPE PC-1 ASPHALT
_SLOPE == 1 14 "1FT.
SECTION
o
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o
wo::
::>c.'l
...J~
IDU
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ID
18-
o
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::>
wO
1-0::
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:J:~
~~
ID
The catch basin top may be cast in place or precast. Each top shall contain a two-foot diameter minimum cast iron
frame and cover placed within the concrete.
The bottom of the throat opening shall be below the flow line of the curb, and the throat vertical height cannot vary
more than one-half inch from the detailed plan dimension,
Drop inlets sholl be constructed of precast concrete. Precast concrete drop inlets shall conform to ASTM C-76,
Table III, Wall B.
9" SUB-BASE COMPACTED TO 98%
MIN. DENSITY MODIFIED PROCTOR
AASHTO T-180. STABALIZED AS
REQUIRED TO ATTAIN A LBR-40
6" L1MEROCK BASE COMPACTED
TO 98% MIN DENSITY MODIFIED
PROCTOR AASHTO T-180
SUB-DRAIN
"- 6"
SEE DETAIL AT RIGHT
Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An
inside or outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required.
All covers sholl be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies'
requirements.
SPECIAL SUB-DRAIN NOTE
SUB-DRAINS MAY OR MAY NOT REQUIRED DEPENDANT UPON
SUBSURFACE SOIL AND GROUNDWATER CONDITIONS. THE ENGINEER
AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF
CONSTRUCTION,
E. EXCAVATION
TYPICAL INVERTED CROWN PARKING SECTION
All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer
limits of any pavement, curb or building pad, Unsuitable material shall include, but not be limited to, vegetation.
palmettos, trash, trees, tree limbs, tree stumps, tree roots or clay. All clay, clayey, impervious soils or unsuitable
soils sholl be removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement base,
and shall be replaced with suitable material for compaction, The suitable material shall be compacted in layers to
meet the required density. Subdrains may be installed os necessary to meet the required density, In no case sholl
any impervious material remain in the pavement area such that water will be restricted from entering the subdrain
system.
NOT TO SCALE
F. PAVING
This section shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as
shown on the plans, The areas are to be graded and constructed as shown on the plans, details and typical Sections.
All backfill over any pipe within roadway areas sholl be compacted per F,D.O.T. specifications. section 125-8.3.
Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the
subbase. The Contractor sholl coordinate these services.
Subbase sholl be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B,R.)
and density shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section 160
(also AASHTO T -180), The percent of density refers to the standard method of testing using the Modified Proctor,
The location and frequency of tests shall be as determined by the Engineer and/or the governing agency having
jurisdiction, Subbase shall be of native material, only if it meets the required bearing value, Should native
material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value
is obtained,
Underdrain pipe sholl conform to the specifications of ASTM 0-3033 and F,D,O,T, specifications, Section 440,
All material and installation shall be as shown on the plans or per the governing agency and Engineer's requirements,
The perforations shall be turned down and conform to the specifications of AASHTO M-189,
Bases shall be Iimerock, oyster shell, soil cement or an approved alternate. Limerock base material, installation and
density sholl conform to the F,D,O.T, specifications, Section 230, Oyster shell, if allowed, shall conform to F,D,O.T.
specifications, Section 250 and the governing agency's requirements. Soil cement bose, if allowed, sholl conform to
F,D,O.T, specifications, Section 270, and the governing agency's requirements, Alternate bases, if approved, shall
conform to the requirements of the Engineer, governing agency, and the respective sections of the F.D,O,T, specifications,
The base material sholl be placed on the subbase only upon completion and acceptance of the subbase.
The minimum base density shall be os shown on the plans, and as required by the Engineer and governing agency.
Bose material shall be thoroughly clean and free of debris prior to application of the prime coat. The base shall be
primed with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation shall
conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements, The prime
coat shall be covered with sand or screenings per F.D.O,T, requirements, Section 300. Alternate cover material may be
used subject to approval of the Engineer and the governing agency. Excess material shall be removed by a drag
broom or equal.
A tack coat sholl be applied prior to placement of the final surface course, The tack coat shall be applied within
72 hours after placing the prime coat, or prior to placing the surface course. The tack coat materials, installation
and application rate shall conform to F.D,O,T, specifications, Section 300, the Engineer's and the governing agency's
requirements,
Pavement course sholl conform to the dimensions and thicknesses os shown on the plans and the Engineer's and governing
agency's requirements, The material and placement shall be in accordance with the "Pinellas County Standards for Hot
Bituminous Mixtures", if applicable, or the F.D,O.T. "Standard Specifications for Road and Bridge Construction", if
applicable. The type of pavement course shall be as indicated on the plans.
Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations
shown on the plans, details, and as required by the Engineer and governing agency. Materials and installation
sholl be in accordance with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3000 psi.
Curb shall be placed after acceptance of the subbase, and prior to placement of the base.
Sidewalks sholl conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans,
details, and os required by the Engineer and governing agencies. Concrete sidewalks only sholl conform to the
F.D.O,T. specifications, Section 522.
Traffic paint shall conform to the color and dimensions shown on the plans and as required. Installation and material
shall conform to F.D,O,T, specifications, Sections 710 and 971-12. and also the Engineer's and governing agency's
requirements,
Street nome signs and other sign materials and installation, when required for vehicular and/or pedestrian traffic
control or information, shall conform to the governing agency's requirements,
~
~ 20.:1:
OPTIONAL POST POSITIONS ~
PRINCIPLE POST POSITION
(CANTED 20' TOWARD FLOW)
FILTER FABRIC
SILT FLOW
SECTION
POST (OPTIONS: 2" x 4" OR 2-1/2" MINIMUM
DIAMETER WOOD; STEEL 1.33 Lbs/Ft MINIMUM)
6' MAXIMUM
FILTER FABRIC (IN
I CONFORMANCE WITH
SECTION 985 F.D.O,T,
SPECIFICATIONS. )
r
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a:::
o
:E
a:::
o
ELEVATION
~
EROSION CONTROL SHALL BE INSTALLED PRIOR TO INITIATING ANY
SITE CONSTRUCTION. EROSION CONTROL SHALL BE MAINTAINED
CONTINUOUSLY THROUGHOUT CONSTRUCTION. ANY EROSION CONTROL
DAMAGED BY THE CONTRACTOR OR NATURAL FORCES SHALL BE
REPLACED IMMEDIATELY AND ALL EROSION CONTROL SHALL REMAIN
UNTIL FINAL ACCEPTANCE.
TYPICAL EROSION CONTROL
NOT TO SCALE
10, TOWNSHIP 29 SOUTH, RANGE 15
EAST
12"
I 5' HIGH HANDICAP
. PAVEMENT SYMBOL
~ 1.5" (TYPICAL)
1 "SERIES C
,"
1 "SERIES C
1.5"
~
FTP - 55
6"x1'
1/2" BORDER 1 1/2" RADI
COLOR
BACKGROUND WHITE
LEGEND AND BORDER BLACK
THIS PANEL SHALL BE INSTALLED
UNDER THE FTP-25 OR FTP-26
HANDICAPPED PARKING SIGN.
I
~
1'-0"
WHITE
BORDER&
SYMBOL
$ 105 FINE
F.S. 318.14
1" SERIES
"c" LETTERS
r
12'
PARKING BY
DISABLED
PERMIT
ONLY
BLACK
BORDER &
LETTERS
NOTE
PAINT STRIPES SHALL FOLLOW CONFIGURATION OF HANDICAP SPACES,
HANDICAP SIGN AND PAINTING DETAIL
NOT TO SCALE
2 - 1/4 REBAR
~ 1/2"
-l
ct:
~
j
NOTE:
REINFORCEMENT TO BE BY MANUF. STANDARDS.
CARSTOPS TO PAINTED "TRAFFIC YELLOW."
8" I
..
PRE-CAST CAR STOP
NOT TO SCALE
43.00'
19.00'
SLOPE II: 1 14" 1FT.
12.00'
1" TYPE PC-1 ASPHALT
COMPACTED SUB-BASE
UNDER PARKING
9" SUB-BASE COMPACTED TO 98%
MIN, DENSITY MODIFIED PROCTOR
AASHTO T-180. STABALlZED AS
REQUIRED TO ATTAIN A LBR-40
6" L1MEROCK BASE COMPACTED
TO 98% MIN DENSITY MODIFIED
"- PROCTOR AASHTO T -180
6" SUB-DRAIN
SEE DETAIL AT RIGHT
SPECIAL SUB-DRAIN NOTE :
SUB-DRAINS MAY OR MAY NOT REQUIRED DEPENDANT UPON
SUBSURFACE SOIL AND GROUNDWATER CONDITIONS. THE ENGINEER
AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF
CONSTRUCTION.
TYPICAL INVERTED CROWN PARKING SECTION
INDEX OF DRAWINGS
SHEET No
DESCRIPTION
1........ PARKING AREA IMPROVEMENT PLAN
2........ TYPICAL DETAILS AND
SITE CONSTRUCTION SPECIFICATIONS
NOT TO SCALE
No, DATE
REVISIONS
DRN, CKD. APP,
GRANESE - WEST PARKING ADOmON
lYPICAL DETAILS AND SITE',,'~-,;.r~tAlr~t~(:.
CONSTRUCTION SPECI FICA TION$~{:':~:;.,:;~, }(.~'~-4~,.
PINELLAS COUNTY.~~'" '" \;,I-
DATE: JUNE 4,1999 APPROVED BY:
DES,: T. G. Radcliffe
CLEARWATER
PREPARED FOR:
ANTHONY GRANESE. ESQUIRE
1014 DREW STREET
CLEARWATER, FL 33755
Phone: (727) 446-4121
Fax: (727) 462-5202
DRN,: KB/GOM/GML
CKD.: ..
SCALE: 1" ... 10'
JOB No. 29279
LLOVERAS BAUR & STEVENS' ".
~ ENGINEERS - SURVEYORS - PLANNERS
Phone: (727) 784-3965 HLB 0000208 Fax: (727) 784-8153 '"I!j.\".;
29228 U.S. HIGHWAY 19 N, ClEARWATER, FLORIDA 33761
2
OF
2
CONSTRUCTI"~ PLANS
JOB No_
29279