HomeMy WebLinkAboutZEPHYRHILLS BOTTLED WATER (2)WRA [1TU nF, PA R T�IF'lVT RUTLDIIVG RELOCATI0N PLAN
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PERRIER GROUP OF AMERICA
CONTACT: CHUCK DEEM 0010
4250 CAMBRIDGE ROAD 31.19
FORT WORTH, TEXAS 76155 CITY OF ZEPHYRHILLS
(817) 354-2972 oozy
(817) 354-2999 FAX C.A.R.E.S.
0030
2.03
0011 BUCKEYE EXCAVATING IN
PROPERTY LOCATION DETAIL
=NTS
SITE PLAN REVI FEE RECE _ - — = -_ - - -_ OGER
- _ - -- TOWON _
Airport Manager = _ _
Building Dept.= ----E- =-
Planning Dept. _- _ ING9 INCO -_ _ - DRA WING INDEX
1.1. COVER SHEET
_ _ = 2. GENERAL NOTES
APPROVED SUBJECTTO ATIACNED CONDITIONS • 3. SPRCIFICA CA TIONS
,h _ - 4. SITE PLAN
5. PAVING AND DRAINAGE PLAN ___ ZEPHYRH ILLS, FLORIDA 33540 SITE PLAN APPROVAL EXPRIES
6. GENERAL SECTIONS AND DETAILS
(813),788 0400
- - - NOTE:
E]\ G j '�j �j R ALL CONSTRUCTION DOCUMENTS MUST BEAR THE ENGINEER'S STAMP
1� ljT LL SURVEYOR.
REQUIRED PERMITS SUBMITTED PERMIT - PERMIT EXPIRATION "APPROVED FOR CONSTRUCTION (THIS STAMP IS RED) IN ORDER
GRANTED NUMBER_ C. FRED DEUEL & ASSOCIATES, INC. TO BE USED ON THE SITE. NO WORK MAY. COMMENCE UNTIL THE
TOWSON-ROGERS ENGINEERING INC. S IFF.W.M.D. 5514 7STREET 5151 GALL BLVD. CONTRACTOR HAS SECURED SAID DOCUMENTS. ANY PLANS NOT BEARING
NOTIC GENERAL PERMIT 2-9-00 2-16-00 4720479.001 1-25-05 th ZEPHYRHILLS, -
FLORIDA 33541 SAID STAMP ARE NOT APPROVED FOR CONSTRUCTION_
ENVIRONMENTAL RESOURCE PERMIT 2-9-00 3-1-00 , 4620479.000 3-1-05 ZEPHYRHILLS, FLORIDA 33540
c r OFZEPHYRxILLs - (813) 788—O400 (813) 782-6717
IT
SPKC. APPROVAL 2-1-00 2-9-0O N/A 2-9-01 (81 3) 782-5426 (FAX)
1 (8 3) 782-4978 ( FAX )
ZEPHYRHILLS SPRING WA TER
ION
PLANT EXPANSION
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GENERAL CONDITIONS
(PRE -CONSTRUCTION)
PRE -CONSTRUCTION CONFERENCE THE CONTRACTOR IS RESPONSIBLE TO ATTEND A PRE -CONSTRUCTION
CONFERENCE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
CONTRACTOR:
The contractor shall obtain oil FDOT Index sheets referenced on the
plans prior to the Pre —Construction meeting.
CONSTRUCTION PLANS
All Construction Documents MUST bear the Engineer's stamp
"APPROVED FOR CONSTRUCTION" in order to be used on the site.
NO WORK MAY COMMENCE until the Contractor has secured said
documents. Any plans not bearing said stamp are NOT approved
for construction!
NOTICE OF COMMENCEMENT
THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER, COUNTY, WATER
MANAGEMENT DISTRICT AND ANY PUBLIC AGENCIES INVOLVED ONE (1)
WEEK PRIOR TO COMMENCING WORK. Failure to give this notice may
result in the work being stopped until such notice is given.
PERMITS AND LICENSES
The -Contractor shall be responsible for securing all permits and
licenses from all agencies as to highway entry, curb cuts, sewer -
taps, etc., and shall pay all fees for same as applied to the
execution of his work.
GENERAL CONDITIONS
(CONSTRUCTION)
REVIEW AND INSPECTION
Review by the Engineer of the work is for the purpose of
assuring the Owner that the Construction Documents are property
executed. -
It is not incumbent upon the Engineer to notify the Contractor to
begin, to stop, to resume work, to give early notice of rejection
of faulty materials, workmanship or to superintend to the extent
of relieving the Contractor of responsibility. - - -
It is mutually agreed that the Engineer shall decide all questions,
difficulties, and disputes relative to the interpretation of the Contract
Documents or Construction.
Work within the Pasco County- right of way shall be subject to
CITY OF ZEPHYRHILLS Inspections. --
The Inspector shall have safe access to the work wherever it is
in progress and the Contractor shall provide for such access and
inspection.
All work and materials furnished shall be subject to inspection by
the Engineer, and the County and any part condemned by them shall
be removed and replaced at the Contractor's expense. if the Contractor
refuses to replace or delays for an unwarranted length of time in
replacing such condemned work; the Owner may stop the Con—
tractor, supplymen and materials to replace such condemned
work. Alt expenses thereto shalt be deducted from the amount
due to the Contractor from the Owner.
if any work should be covered up without the approval of the
Engineer, the Contractor shalt be responsible for exposing the work
at the Contractor's expense.
WORK STOPPAGE -- -
The work shalt not be stopped by the Contractor without the
consent of the Engineer and/or Owner unless the Engineer or
Owner orders the worked stopped. A temporary suspension may be
granted because of weather or other natural causes after the
Contractor has notified the Engineer of said suspension in writing, -
setting forth the causes and the date of re —commencement.
CONTINGENCY WORK
Whenever the Engineer deems it necessary to make construction
changes or construction additions in order to make the finished
product more closely comply with the intended scope of the plans,
whether shown on the plans or not, the Contractor shall enter
into a contingency agreement with the Owner to cover the cost of
said changes. The price for said contingency shall
conform as nearly as possible to the unit prices for similar work
in the original contract. Changes may need to be approved by
CITY OF ZEPHYRHILLS. -
FINAL AUTHORITY -
THE FINAL AUTHORITY FOR APPROVAL OF THIS PROJECT AND PLANS
WILL BE CITY OF ZEPHYRHILLS.
GENERAL CONDITIONS -
CONSTRUCTION OF PROJECT -
SUPERINTENDENCE
The Contractor shall keep on his work during its progress a
competent Superintendent. The Superintendent shall represent the
Contractor in his absence and in all- directions given to him by the
Engineer shall be as binding as if given to him by the Contractor.
DRAWN - DATE
C.E. T. 1-11-00
REVISION'S
CHECKED DATE
CAD DRAWING NAME CAD SCALE
99150BGE 1"=100'
PROTECTION OF MONUMENTS
The Contractor shall protect all survey permanent reference
markers, bench marks, triangulation points, section corners, etc.
If the work requires the relocation or movement of such a
monument, the Contractor shall notify the Engineer -of such
requirement and the Engineer shall reference and reset such -
monuments at the Owner's expense. If the Contractor destroys
any such points, the cost of replacement will be born by the
Contractor. - This includes iron rods or others set as lot corners.
CHANGES IN THE WORK
The Engineers shall have the authority to make minor changes in
the work not involving extra cost, but otherwise, NO CHANGE
SHALL BE MADE EXCEPT WITH PRIOR WRITTEN ORDER FROM THE
ENGINEER AND THE OWNER IN AN APPROVED CHANGE ORDER.
Changes in work occuring in County right of way or changes on
site which affect the project's compliance with the Pasco County
Land Development Code shall be approved by CITY OF ZEPHYRHILLS.
MAINTENANCE OF TRAFFIC
Where the work is on or tying into a street or highway being
utilized by traffic, the Contractor shall maintain traffic wherever
possible by use of marked detours, stabilized roadbed, or other
approved methods. The traffic maintenance plan shall conform to
F.D.O.T. Roadway and Traffic Design Standards INDEX 600 (latest
edition) and the Manua', of Uniform Traffic Control Devices and ITS
Supplements (latest edition).
REFERENCE TO OTHER SPECIFiCATIONS
Where reference is made to specifications such as American
Society for Testing Materials, (ASTM), Florida Department of
Transportation, (F.D.O.T.), American Association of State Highway
Officials (AASHO), the latest edition shall be used.
LINES AND GRADES
The Contractor shall furnish and set all 'tine and grade stakes, at
his own expense, according to the dimensions shown on the
plans. -
MATERIALS
Unless otherwise specified, all materials Shalt be new. Materials
and workmanship shall be of good quality. The Contractor shall
retain a reputable commercial laboratory who shall certify to the
OWNER that all materials entering into the work are in accordance
with these specifications. All testing reports are to be submitted to
the Engineer for review.
PROTECTION OF ADJOINING PROPERTIES
The Contractor shall protect all properties outside the limits of
construction and shall indemnify and hold harmless the Engineer
against any claims or liabilities arising from damage to adjoining
properties during construction.
EXCAVATION -
Alt Subsurface construction shall comply with the "OSHA TRENCH SAFETY
ACT" . The Contractor- shall insure that the method of trench
protection and construction is in compliance with the Occupational
Safety and Health Administration (OSHA) regulations.
GENERAL CONDITIONS DEFINITIONS
GENERAL CONDITIONS
EXAMINATION OF DOCUMENTS AND SITE
EXAMINATION OF CONSTRUCTION DOCUMENTS:
The Contractor is responsible for making himself and his Super—
intendent thoroughly familiar with oil construction documents, and
all quality of materials required prior to submission of a proposal.
Also, the Contractor is to obtain and become familiar with all
permits and permit conditions, and to ensure that said conditions
are adhered to in the performances of the work. -
EXAMINATION OF SITE
The Contractor is responsible for making his own site evaluation
as to character of soil, water tables, or other construction
considerations. Such information is frequently available through
the Engineer, BUT, whether available or not, the Contractor is
solely responsible for his own site investigation. Oversights
resulting in extra expense are the Contractor's responsibility.
SUBSURFACE DATA AND EXISTING FEATURES
The Contractor is responsible for the- protection of all existing
utilities whether shown
on the plans or not Damages to such features shall be the
responsibility of the Contractor.
ERRORS OR OMISSIONS -
if the Contractor finds any discrepancy between the drawings
and the the existing site conditions or any errors or omissions in
drawings or in layout as given by points and instruction, it shall
be his duty to immediately inform the Engineer. ANY WORK DONE
AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, SHALL BE DONE AT THE
CONTRACTOR'S RISK. Quantities on plans or bid forms do not relieve
Contractor from estimating responsibility. It shall be the respon—
sibility of the Contractor to do a construction estimate prior to
submitting a bid to the owner. Any differences between quantities
shown on the plans, bid forms and Contractor's estimate will be
promptly called to the attention of the Engineers prior to bidding
the work. The Contractor shell be solely responsible for his own -
estimates of quantities. -
"OR EQUAL" CLAUSE
Specific reference in the Construction Documents to any product
material or type of construction by name, make or product
number, shall be interpreted as a standard of quality and shall
not bconstructed as limiting competition_ Substitutions must
be approved by the Engineer IN WRITING!
Any existing wells in the path of construction shalt be properly
plugged and abandoned by a licensed Water Well Contractor in
accordance with Chapter 40D-3 AND 17-20.10 (4, F.A.C.) unless
otherwise shown.
REPLACEMENT OF EXISTING FACILITIES
The Contractor is responsible for repair of any utility lines damag—
ed during construction of this project. The contractor is also
responsible for repair or roadway wherever necessary as a result
of this construction.
GENERAL CONDITIONS TEST REPORTS -
Test reports must be performed by a reputable testing laboratory and
certified by a Florida registered engineer. Such test shall be
done as required by, and in conformance with all criteria of r.D.O.T.
These General Conditions apply to all parts of the work. The Contractor
shall be supplied with a copy of these Conditions and no arrang—
ment with the Subcontractors are to be such as to conflict with
the General Conditions- They shall also apply to any extra work or
changes_
CONNECTION TO EXISTING FACILITIES
DEFINITIONS
Before installation of any drainage, water or sewer facilities, the
Contractor is to verify the location and elevation of the existing
CONSTRUCTION DOCUMENTS: The Construction Documents consist
facilities which must be connected to the proposed facilities any.
of. the General Conditions, Detailed Specifications, Details and
significant deviation from the information indicated in the plans
Drawings.
shatbe reported to the engineer prior to proceeding with said
CONTRACTOR: Thavingr sn nc lit for `n struccti or
Those prime e..ro. ibi y o. n,,, on w,.. k_
installation.
WORK: The term work of the contractor includes all labor,
-
materials, equipment transportation or any other facilities necessary
SHOP DRAWINGS:
to complete the construction of this project.
•,,
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TI.- 11.1 %. actor iS tG pri�vlue s„vp urvwings for a,l insto„a1IGn v,
ENGINEERS: Refers to Towson —Rogers Engineering, Inc. as the
underground facilities for the Engineer's review prior to installation.
Engineer appointed by the Owner to have responsible charge of
-
the work as representatives of the Owners, and to their properly
authorized agents. -
USE nCONSTRUCTIONl ► S:
UISE OF DOCUMENTS-
INSPECTOR: Refers to the representative of Towson —Rogers
ALL CONSTRUCTION DOCUMENTS MUST BEAR THE ENGINEER'S STAMP
" "
APPROVED FOR CONSTRUCTION ( THIS STAMP IS RED ) IN ORDER
Engineering Inc_, and the representative of CITY CrOF ZEPHYRHILLS as the
9 9p
TO USED c r toMAY COMMENCE r In ti THE
BE USED ON THE SIT.E. NO WORK CrIt'.1MENICE �,1„L_ ,,.`
accepting agency authorized to review the progress of construction_
CONTRACTOR HAS SECURED SAID DOCUMENTS. ANY PLANS NOT BEARING
SAiDi STAMP ARE NOT APPROVED FOR CONSTRUCTION.
DRAWINGS: The Drawings showing the work to be performed
are referred to herein as plans or drawings.
FURTHER, for purposes of construction layout, only approved drawings,
stamped as stated above, shall be utilized. Use of CAD disks or other
electronic media for this purpose shall be at the sole risk of the
r . ,
OWNER: r: ,,conF' ppatractor. Any discrepancies between apparent dimensions as measured
That person or persons, group, corporation or other, , who has ordered this work done and to whom the Contractor looks on the drawings with a scale versus written dimension labels shall be
for payment. brought to the engineer's attention prior to proceeding with layout.
Laboratory: Any independent testing laboratory authorized to perform
the required tests, EXCEPT any laboratory the Contractor USE OF ELECTRONIC MEDIA:
has personal interest in. Drawings in electronic format transmitted by either electronic mail or
magnetic media, if issued by Towson —Rogers Engineering. Inc. are
issued without warranty, expressed or implied. Use of such electronic
SUPERINTENDENT: That person authorized by the Contractor to information shall be at the sole risk of the user.
supervise the work and to who must be well qualified and must
have authority to order work as directed by the Engineer. -
GENERAL CONDITIONS
ZEPHYRHILL S SPRING WATER
PLANT ` EXPANSION
HEALTH DEPARTMENT BUILDING RELOCATION PLAN
WATER/SANITARY/STORM CLEARANCE REQUIREMENTS -
V,vtical Clearance at ( rc sings:
Gravity sewers* or force mains crossing under 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. The crossing shall be arranged so that the sewer joints
and water joints will be equidistant from the point of crossing
with no less than 10 feet between any two joints. Where the
minimum 18 inch separation cannot be maintained, the sewer shall
be placed in a sleeve of encased concrete for 20 feet centered -
on the point of uossing.
Where there is no alternative to sewer pipes crossing over
water mains, the pipes shall be centered at the crossing 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. Adequate structural support shall be provided for the
sewer to prevent damage to the water main.
Horizontal Separation Between Parallel Lines:
(a GRA%-1TY SEWERS* shall be installed at least 10 feet
horizontally from any existing or proposed water main. The distance
shall be measured edge to edge. In cases where it is not practical
to maintain a 10 —ft. 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 sewer, and the
water and sewer pints Shalt be Staggered.
(b FORCE MAINS shall be installed at least 10 —ft. horizontally
from urry existing or proposed water invirt.
k INCLUDES SANITARY SEWERS AND STORM SEWERS.
Ii
E
TOWSON-ROGERS
ENGINEERING,
INC.
5514 7th STREET ZEPHYRHILLS, FLORIDA 33540 - 813-788-0400
99150
SHEET
2
OF
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RING AND GRUBBIN
SCOPE: The work covered by this section shall include removal
of trees, brush and other obstacles from the street right—of—way
and from the site proper if so directed by the owner.
METHOD: Unless otherwise directed by the owner, all trees,
brush, roots, weeds, grass and other obstacles to construction
shall be removed from the street right—of—way prior to grading
operations. All undesirable soils such as slimes, muck or other
unsuitable material shall be completely removed from the proposed
street areas and disposed of off —site or as directed by the
owner and/or engineer.
DISPOSAL: Trees, roots, seeds, and other burnable material may be
piled on the site and burned, but only with the Owner's consent,
and in the area designated by the Owner. All other materials
must be hauled away from site and disposed of at the
Contractor's expense. Care should be taken to secure necessary
burning permits, etc. Such permits are the sole
responsibility of the Contractor and any instructions by the
Owner and/or Engineer does not relieve the Contractor of the
responsibility for containing the burning
in a safe manner. Damages resulting from said burning to the
overall site or neighboring lands or property are the
Contractor's responsibility.
DEPTH OF REMOVAL: All trees, roots, and other obstacles shall be
removed to a depth of at least one (1) foot below the subgrade
with the exception of slimes, muck or other unsuitable materials
which shall be completely removed from road right—of-way.
GROUNDWATER: Contractor may be required to dewater to
construct improvements. The Contractor shall use waterproof base
or underdrains, as required by the Final Authority, to protect
the integrity of the construction when high—water tables are
within eighteen (18) inches of the roadway base course. When any
additional costs are anticipated, the Engineer shall be notified
prior to proceeding to verify method(s) to be utilized, change—
order(s) submitted and approval by the Owner and Engineer.
GRADING AND EXCAVATION
SCOPE: The work covered by this section shall include all
excavation and embankment. Specifically this includes the
excavation and embankment required to rough grade the
streets, finishing the backslopes from the street
to the property line and lot grading. BUT may be extended to
include canals, ditches or lakes when directed by the plans.
MATERIALS: The material used for fill shall be approved by
the Engineer. Material obtained from on —site shall be used
whenever possible. No material shall be hauled from the site
without the approval of the Owner and/or Engineer.
CONSTRUCTION METHODS
GRADING TOLERANCE: Areas, to be graded shall be brought to
within one —tenth (0.10) of a foot of elevation shown on the
plans or as directed by the Engineer.
Material for grading shall be placed in layers not to exceed
eight (8) inches. Each layer shall be spread evenly and
compacted to an average of 98% of maximum density in
accordance with AASHTO T99. The minimum density acceptable
at any location will be 96%.
STABILIZATION
SCOPE: The work covered by this section consists of
stabilizing beneath the entire paved roadway. The limits of
stabilization shall be in accordance with the "Typical Roadway
Section" shown on the plans. This work shall be done after all
subsurface work has been completed.
MATERIALS: The material used for stabilization shall consist of
suitable roadway materials, such as the local sandy, clay,
limerock screenings, in accordance with requirements set forth by
the F.D.O.T. Standard Specifications.
CONSTRUCTION METHODS: The stabilization material shall be
uniformly mixed with the virgin ground to the depth and bearing
value indicated in the Typical Roadway Section. Mixing shall be
accomplished by use of rotary tillers or other methods approved by
the Engineer. Stabilization MAY NOT commence on any area
that has not first been cleared and grubbed according to the
previous section. The stabilized area shall be compacted
throughout it's entire thickness, per "Typical Roadway Section".
MAINTENANCE OF STABILIZED AREA: After the stabilization has
been completed, the Contractor shall maintain roadway free from
damage, ruts, etc., caused by hauling or erosion or other causes.
The required Bearing Value MUST be maintained at all times in
preparation for the base course.
BASE
Scope: The work covered by this section consists of the
construction of a roadway base which is composed of limerock,
shell, asphalt or soil cement as indicated on the "Typical
Roadway Section" shown on the plans. The base shall be
constructed on a prepared subgrade where applicable in accordance
with these specifications and with the lines, grades and typical
cross sections shown on the plans and details.
MATERIALS: The materials used shall conform to the
requirements set by the Florida Department of Transportation
"Standard Specifications For Road and Bridge Construction" latest
edition.
EQUIPMENT: All equipment, necessary for the proper
construction of this work shall be on the project in good
mechanical condition.
DRAWN DATE
C.E. T. 1-11-00
CHECKED DAT►?
CAD DRAWING NAME CAD SCALE
9915OBCS I"=100'
REVISIONS
TRANSPORTATING BASE MATERIAL: The base material shalt be
transported to the point where it is to be used, over base
previously placed. NO HAULING OVER THE SUBGRADE shall be
allowed without the approval of the Engineer.
SPREADING BASE MATERIAL: The base material shall be spread
uniformly with approved equipment. All non —uniform material
shall be removed and replaced. Roadway base with specified
thickness in excess of 6" shall be constructed in two courses.
COMPACTING BASE MATERIAL: After the spreading is completed,
the entire surface shall be finished and shaped so as to produce
the exact grade and cross section required by the plans after
compaction.
When applicable base material does not have the proper moisture
content to insure the required density, wetting to drying will be
required. If moisture is added, it shall be uniformly mixed for
the FULL DEPTH of the base course.
During the final compacting operations on limerock or shell
base, all areas must be finished to grade before density tests
are performed.
Diligence shall be used to avoid mixing the subgrade material
into the base material. If this occurs, the Contractor shall
remove and replace with clean materials at his expense.
If cracks or checks appear in the base course, before or after
priming, which, in the opinion of the Engineer, would impair the
structural efficiency of the base course, the Contractor shall
remove such cracks or checks by reworking and the cost of such
removal shall be the Contractor's responsibility.
MAINTAINING: Where applicable, the Contractor shall maintain
the base to a true and satisfactory surface until the wearing_
surface is laid. The base shall include a prime coat which will
be placed only after the moisture content of the base is less
than ninety (90) per cent of optimum. The base MUST be
maintained at required densities as previously outlined.
DETERMINATIONS: When the completed base course fails to meet
the required minimum compacted thickness, the Contractor shall
correct such areas by scarifying and adding material. The
affected areas shall then be brought to the required state of
compaction and required thickness.
PRIME COAT: The base course, (except asphalt base), shall be
primed with RC -70 or RC -250 liquid asphalt not less than one —
tenth (0.10) gallon per square yard. The prime coat shall then
be covered with sand or screenings and MAINTAINED until the
wearing surface is constructed.
WATER —PROOF BASE COURSE: Shell base may be substituted for
limerock base on an equivalent thickness if used as described in
F.D.O.T. Specifications. When soil cement is used, the
Contractor shall employ a licensed testing laboratory to design
an in —place mix or a plant mix may be used providing the
material will develop a compressive strength of 300 psi in 28
days. Soil cement base shall be allowed to cure in accordance
with F.D.O.T. specifications.
ASPHALTIC CONCRETE WEARING SURFACE
SCOPE: The work covered by this section consists of the
construction of an asphaltic concrete wearing surface composed
of aggregate mineral filler (if necessary to produce the desired
stability) and asphalt cement laid upon a prepared base in
accordance with these specifications and in conformity with the
lines, grades, thickness and typical cross section shown on the
plans and details.
COMPOSITION OF MIXTURE: The mixture shall be combined in such
proportions as to produce the minimum required Marshall stability
for the type mix specified in the plans as shown in Table 331-2
of the F.D.O.T. Standard Specifications. The mixture shall be
equivalent to the F.D.O.T. specifications for the type asphaltic
concrete specified in the plans or directed by Engineer.
CLEANING AND PREPARING SURFACE: The surface shall be prepared
as set forth in the section covering the road base and shall be
cleaned of all loose and foreign materials.
PLACING THE MIXTURE: The ingredients of the mix shall be heated
and combined in such a manner as to produce a mixture which
shall be at a temperature when discharged from the pugmill or
surge bin within the range of 230'F to 310'F with a tolerance
off 2`'F.
Finishing by hand shall not be permitted unless approved by the
Engineer; However, in limited areas where the use of mechanical
spreading and finishing equipment is iiripructicable, the mixture
may be spread and compacted by hand. Compaction effort shall
be sufficient to produce an acceptable density and surface texture.
The wearing surface shall be checked at frequent intervals by the
Engineer. Deviations from the required thickness or from
standard crown and section shall be corrected at the Contractor's
expense.
COMPACTING MIXTURE: Seal rolling with tandem steel rollers
weighing from five (5) to twelve (12) tons shall follow as close
behind the spreaders as possible without picking up, displacing,
or blistering the material. Rolling with self —propelled —
pneumatic —tired rollers shall follow as close behind the seal
ruiliny us the .nix will permit. The self—propelled—pneurnutic—
tired roller shall cover every area of the surface with at least
five (5) posses. The seal rolling and the pneumatic tired
rolling shall be done prior to the internal pavement temperature
dropping below 175'F and shall be continued until other roller
marks or tire marks are eliminated.
TESTING:
Testing within the Right of Way Shall be in accordance with
Pasco County Engineering Services Department, Testing
Specifications for Construction of Road V, Storm Drainagge and
Utilities with copies of test reports to Pasco County
inspection Division and the Engineer of record.
SPECIFIPATIONS
In all places inaccessible to a roller, such as adjacent to
curbs, headers, gutters, manholes, etc., the required compaction
shall be secured with hand tamps.
TRAVERSE „DINTS: The mixture silo![ be trimmed back to a sawed
joint at the full thickness of the layer before laying fresh hot
mixture against it.
SURFACE REQUIREMENTS: The finish surface shall be such that it
will not vary more than three —sixteenths (3/16) inch as
determined by testing the surface with a 15' rolling
straightedge.
GRASSING AND SODDING
CLEAN—UP: After the surface course has been completed, the area
between the edge of pavement and the right—of—way line shall be
thoroughly cleaned and raked of all rocks, debris or other
undesirable materials, and made ready for grassing. This area
shall be MAINTAINED in a cleaned condition at all times until the
grassing operation commences.
GRASSING: 1) Grassing and mulching of the right—of—ways
shall be in accordance with F.D.O.T. specifications. After the
area between the edge of pavement and street right—of—way has
been cleaned as outlined above, the entire area shall be
fertilized. The fertilizer shall be applied at a rate of 800 to
1,000 pounds per acre and to a depth of approximately three (3)
inches and the soil dampened. Argentine Bahia grass seed shall
be evenly spread at a rate of approximately -one —hundred (100)
pounds per acre. Grass seed shall be approved, permanent seed.
After the seed is in place, loose hay mulch shall be applied
evenly over the entire area, approximately two (2) inches thick.
The area shall then be watered, and MAINTAINED until such time as
the Contractor is released, or has completed the project. Where
necessary, rolling will be employed to secure the grass seed. The
Contractor is also responsible for grassing and mulching all
areas other than street right—of—ways that are shown on the
construction drawings, including all areas disturbed as part of
the paving and drainage construction.
SODDING: 1) Preparation of Ground: The ureus which the sod
is to be placed shall be scarified or loosened to a suitable depth. On
areas where the soil is sufficiently loose, particularly on
shoulders and fill slopes, the Engineer may at his discretion
authorize the elimination of the ground preparation.
2) Fertilizing: The operations of fertilizing and of
applying dolomitic limestone shall be the same requirements as
for grassing.
3) Placing Sod: Whenever a suitable length of roadway
has been graded and is ready for sodding the Contractor shall,
when directed by the Engineer, proceed at once with the sodding
of the available areas. Sod which has been cut for more than 72
hours shall not be used unless specifically authorized by the
c. after ♦ f Any h i
Engineer inspection thereof. sod willCti is
not planted within 24 hours after cutting shall be stacked in an
approved manner and maintained properly ITioistened.
Sodding shall not be performed when weather and soil conditions
are, in the Engineer's opinion, unsuitable for proper results_
The sod shall be placed on the prepared surface with edges in
close contact and shall be firmly and smoothly embedded by light
tamping with appropriate tools.
Where sodding is used in drainage ditches or retention areas, the
setting of each sod mat shall be staggered so that there art- no
continuous seams along the line of flow. Along the edges of such
staggered a offsets of individual S ins hn n t exceed
s y7..red areas, the offs t strips shalt o ex e d
six inches. In order to prevent erosion caused by vertical edges
at the outer limits, the outer pieces of sod shall be tamped so
as to be produce a featheredge effect.
On areas where the sod may slide due to height and slope, the
Engineer may direct that the sod be pegged with pegs driven
through the sod blocks into firm earth at suitable intervals. -
Any pieces of sod which, after placing, show an appearance of
extreme dryness shall be removed from the work.
4) Watering: The areas on which the sod is to be placed
shall contain sufficient moisture, as determined by the Engineer,
for optimum results. The sod shall be kept in
moist condition for the duration of the contract period and in no
case less than two weeks. The moistened condition shall extend
to at least the full depth of the rooting zone. Water shall not be
applied. When there is danger of a freezing condition. -
CNCRETE — GENERA!
l) Classification, of Concrete, General.
a) The separate classification of concrete prepared under
•f a C. 1 111
ihCsC speci�ICatioris are dcS�gnaieu herei�ti v5 ...asses t1iruugh iJ,
in accordance with the intended use and the proportions, strength
and other requirements.
II) Location of Use of Each Class:
a) Class I Concrete shall be used for cement concrete
pavement. (both plain and reinforced) and for headwalls, inlets,
curbs, gutters, valley gutters, slope pavement, ditch pavement,
manholes, pipe endwalls, and other miscellaneous concrete items
which are not structurally reinforced -
b) Class Ii Concrete shall be used for bridge concrete and
box culverts, except where Class III or Class IV is specifically required
for such uses, as specified below. Class I! sham also be used at other
locations as may be specifically called for in the plans or in the
special provisions.
c) Class III Concrete is required for the following uses:
1 For prestressed members.
2 For concrete piles of all types.
3 For seal concrete in foundation areas where the -
concrete must be placed under water and the foundation cannot be
dewatered before the concrete is placed.
(4) For bridge concrete and other work where
specifically required by the plans. - -
d) Class IV Concrete shall be used for all concrete (except
seal concrete) placed in a location which is in or over salt or brackish
water, and elsewhere aS may he specifically called for in the plans.
III) Required Strength of Concrete:
Except as may be modified in the plans or special provisions the
required minimum 28 —day compressive strength for the various classes
of concrete shall be as follows:
Class I (*a) 2,500 psi
Class II 3,400 psi
Class III (*c) 5,000 psi
Class iV (*b) 3,400 psi
(*a) When used for cement concrete pavement, both
plain and reinforced, Class I Concrete shall have a minimum
strength of 3,000 p_,i.
(*b) When used for prestressed members, Class IV
Concrete shall have a rnii iiri iuc i strength of 5,500 psi.
(*c) No minimum strength is required when Class III
Concrete is used as seal concrete.
CONCRETE STRUCTURES
The work specified in this Section consists of the
construction of concrete structures and other concrete members
with the exception of pavement and incidental concrete
construction which are specified in other sections of the
Specifications.
This work shall be constructed in accordance with these
specifications and in conformity with the lines, grades,
dimensions and notes shown in the plans.
General Requirements for Placing Concrete: Concrete shall be
deposited as nearly as possible to its final position. Large
quantities shall NOT be deposited at one point and then run or
worked along the forms. Special care shall be taken to fill each
part of the forms and to work the concrete around the reinforcing
bars without displacing the forms. -
The method and manner of placing concrete shall be of metal chutes
or metal - lined chutes. Where steep slopes are required, the chutes shall
be equipped with baffles or shall be in short lengths the slow
the direction of rnuvernent. Where placing operations would
involve dropping concrete freely more than five feet, it shall
be deposited through pipes, troughs or chutes of sheet metal or
other approved material. Troughs, chutes or pipes with a
combined length of more than 30 feet shall be used only with the
Engineer's authorization. All troughs, chutes and pipes shall
be kept clean and free from coatings of hardened concrete by
being thoroughly flushed with water after each use or more often
if necessary- -
Surface Finishes: in addition to the general surface work
spPrifiPd for all exposed concrete surfaces.
A specific surface finish may be required by the plans.
QUALITY CONTROL
TESTING: All construction shall be subject to quality control
testing including quality ..n thickness arid connpacttun.
Test reports prepared by a licensed testing laboratory and
certified by a Professional Engineer shall be submitted to the
Engineer, Final Authority, and Owner upon completion of each
phase of the work. The Contractor shall not pave any area until
subgrade and base course are certified to comply with the plans
and specifications.
AS—BUILTS: The location of all drainage systems, water distri—
bution systems and sewer systems, shall be recorded on a set of
CONSTRUCTION PLANS and shall be known as the AS —BUILT PLANS.
Any construction deviation(s) as to line, grade, material and com—
position shall be noted on the plans by the Contractor and submitted
to the Engineer. The contractor may be required to modify any
deviations to that shown on the plans unless prior approval is
unless approved from the Engineer.
FINAL AUTHORITY
Tile lima( authority fJr quOiity of coinstructionn Shale be an
ordinance adopted by the accepting agency.
Any item not addressed by the Final Authority shall be performed
under the latest edition of the Florida Department of
Transportation manual commonly known as "Detailed Specifications
for Street and Bridge Construction" latest edition.
ZEPHYRHILL S SPRING WATER
PLANT EXPANSION
HEALTH DEPARTMENT BUILDING RELOCATION PLAN
STORM SEWER SYSTEM
SCOPE: The work covered by this section shall include clearing, trenching. furnishing
and installing pipe, structures, backfilling and any work necessary to construct a
complete drainage system in accordance with these plans and specifications, and leave
the site in an orderly condition.
EXCAVATION: The Contractor shall perform all excavation to a depth shown on the plans.
Excavated materials not required for backfill she!! be placed where directed by the Owner.
Unstable soil shall be removed and replaced with acceptable sand or crushed stone,
thoroughly tamped. -
TRENCH EXCAVATION: The width of trenches shall be approximately six (6) inches
wider than the pipe on each side, or of width needed for free working space. The trench
shall be dry until pipe joints are secure.
BRACING AND SHORING: The contractor, at his own expense, shall do all bracing
and shoring necessary to protect all excavations as required for safety.
MATERIALS: AS INDICATED ON THE PLANS, pipe shall be either corrugated metal or
concrete, of approved design and manufacturer- Concrete pipe shall meet _ the requirements
set forth in ASTM C-76. The pipe shall meet the design requirements shown in Table 3 for
Standard Concrete Pipe as listed in the Concrete Pipe Handbook. All pipe Shall meet the
requirements of the Florida D.O.T. specifications.
BEDDING: Pipe shall be bedded in accordance with the requirements of The
Florida D.O.T. specifications.
LAYING: All pipe shall be laid to line arid grade us indicated on the plans,
beginning at the downstream end. Concrete pipe shall be laid with the bell end upstream.
Corrugated metal pipe shall be assembled in accordance with the manufacturer's instructions.
All pipe shall be unloaded and handled with reasonable care.
Pipe shall not be rolled or dragged over gravel or rock(s) and shall be prevented from
striking rock(s) or other hard objects during placement in trench or on bedding.
Corrugated metal pipe shall be placed on the bed starting downstream end with the
inside circumferential laps pointing downstream and with the longitudinal laps at the
side or quarter points
Bituminous coated pipe and paved invert pipe shall be installed in a similar manner as
corrugated metal pipe with special care in handling to avoid damage to coatings.
Paved invert pipe shall be installed with the invert pavement placed and centered on
the bottom. -
The pipe sections shall be joined by coupling bonds of like material. One—piece or two—
piece bonds may be used. Coupling bands of annular and helical corrugated metal
pipe shall provide circumferential and longitudinal strength to preserve the culvert
alignment, prevent separation of the pipe sections, and prevent infiltration of backfill
material. Guage of all metal pipe shall be as per D.O.T. specifications, unless otherwise
shown on the plans. Contractor shall furnish certification from manufacturer that the
gouge meets the requirements shown.
BACKFILLING: Backfilling material in a trench up to the top of the pipe shall be
compacted in layers not to exceed six (6) inches in thickness. Compaction may be by
hand or pneumatic tampers. All backfill material shall be compacted to 100%
maximum density as determined by AASHTO T-99.
Care shall be exercised to compact the backfill under the pipe and to insure that the
backfill is in contact with the sides of the pipe.
CLEAN—UP: Upon completion of the 'work, the Contractor Shall dress up the work
area.
MAINTENANCE: The storm sewer MUST be maintained during construction. The
Contractor is soiey responsible for protection of pipelines against sand entering
through openings, etc., by properly closing said openings. Whenever a pipe line
becomes infiltrated by sand or other debris, the Contractor will be responsible for
cleaning the lines prior to completion of the project.
CEMENT CONCRETE PAVEMENT
Description. The work specified in this Section consists of the construction of portland
cement concrete pavement. The pavement shall be constructed in one course, on a
prepared subgrade, in accordance with these specifications and in reasonably close
conformity with the lines, grades, dimensions and notes shown in the plans.
Construction may be done by either the fixed —form or the slip —form method. When
reinforced cement concrete pavement is called for, the concrete shall be reinforced with
steel bars or steel fabric, in accordance with details shown in the plans.
The requirements for aggregates, proportioning and mixing, and other provisions for
the production of the concrete shall comply with the applicable provisions of the
Florida D.O.T. sspecifications.
Subgrade Preparation. i) General: Construction of the subgrade shall be kept
completed for a distance of at least 500 feet ahead of the paving operation. The finished
subgrode shall be maintained in a smooth, compact condition any areas which are
disturbed prior to placing of the concrete shall be restored at the Contractor's expense.
No concrete shall be placed on a frozen subgrade.
The subgrade shall be moist at the time of concrete is placed. Water shall be uniformly
applied ahead of the paving operations, as directed by the Engineer.
No vehicles will be allowed to travel on the prepared subgrade between the subgrade
trimming machine and the paving operations unless specifically authorized.
ll) Trimming: The subgrade shall be accurately trimmed to the required elevation.
High areas shall be trimmed to proper elevation. Low areas may be filled with suitable
material and compacted to the specified density, or filled with concrete integrally with
f the W the
t I the piGCin�g of pavement. When paving is to be done by the slip —form method
the areas on which the tracks of the paver will operate shall be included in the width to
be tr inirned. -
Material planed from the subgrade shall be removed before any concrete is placed- The
use of the planer may be waived for small or isolated areas or any areas where its use
would be impracticable.
CURING: After the finishing operations have been completed and as soon as the
concrete has hardened sufficiently that marring of the surface will not occur, the entire
surface and (when the slip —form method is used) the edges of the newly placed
concrete shall be covered and cured in accordance with Florida D.O.T. specifications. -
TOWSON
L v- L
S
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ENGINEERING, IIN
J - 5514 7th STREET ZEPHYRHILLS, FLORIDA 33540 813-788-0400
99150
SHEET
3
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GRAPHIC SCALE
0 20 40
1 inch = 20 ft
GENERAL NOTES
SECTION 13, TOWNSHIP 26S, RANGE 21E
PASCO COUNTY, FLORIDA
1. PROJECT AREA IS 0.83 ACRES
2. GROSS FLOOR AREA: 3.480 GSF
3. PROPOSED BUILDING: 1 STORY - PEAK ROOF HEIGHT <20'
4. ZONING CLASSIFICATION: COMMERCIAL
5. MAXIMUM ALLOWABLE LOT COVERAGE: 18,077 S.F.
X OF LAND AREA - 50%
6. PROPOSED LOT COVERAGE: 3,480 S.F.
- S OF LAND AREA - 10%
7. PERVIOUS AREA REQUIRED: 7,231 S.F.
X OF LAND AREA - 20%
8. PERVIOUS AREA PROVIDED: 17,354 S.F.
X OF LAND AREA - 48%
9. IMPERVIOUS AREA: 18,801 S.F.
X OF LAND AREA = 52%
10. PROPOSED USE
MODULAR BUILDING W/FOLLOWING USE:
0 PUBLIC HEALTH CLINIC
11. BUILDING SETBACK REQUIREMENTS:
FRONT = (OLD BARRACKS ROAD) 30 FEET - PROVIDED 57.08'
SIDE _ (AIRPORT ROAD) 25 FEET PROVIDED 143.5'
REAR = 20 FEET - PROVIDED 35'
12. PARKING SPACE SUMMARY:
REQUIRED AUTOMOBILE: 23 SPACES TOTAL (DETAILED AS FOLLOWS)
MEDICAL - 1 SPACE FOR EVERY 150 S.F.
- 3.480 S.F. OF OFFICE/150 - 23 SPACES
13. PROVIDED AUTOMOBILE: 24 SPACES TOTAL (DETAILED AS FOLLOWS)
23 REGULAR SPACES
1 H.C. SPACE
14. SEWER DISPOSAL BY CITY OF ZEPHYRHILLS.
15. WATER SUPPLY BY CITY OF ZEPHYRHILLS.
16. REFUSE WILL BE STORED OUTSIDE - SEE DUMPSTER LOCATION.
17. FIRE PROTECTION PROVIDED BY CITY OF ZEPHYRHILLS FIRE DEPT.
15. ELECTRICAL SERVICE PROVIDED BY FLORIDA POWER
19. THIS IS NOT A SURVEY. THIS ENGINEERING FIRM ASSUMES NO
RESPONSIBILITY FOR THE COMPLETENESS, CORRECTNESS OR
ACCURACY OF THE SURVEY INFORMATION SHOWN HEREON.
SURVEY BY C. FRED DEUEL AND ASSOCIATES, INC., 1-8-00.
20. THIS SITE IN FEMA FLOOD ZONE 'X' PER FEMA PANEL 00005C.
21. ALL CLEAR -SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE,
PLANTINGS, TREES. ETC. IN EXCESS OF THREE -AND -A -HALF
(3-1/2) FEET IN HEIGHT.
22. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN
ANY COUNTY OR STATE RIGHT-OF-WAY WITHOUT ISSUANCE OF
APPROPRIATE RIGHT-OF-WAY USE PERMIT.
23. DRAINAGE SYSTEM PER SHEET 5.
24. PROJECT TO BE DEVELOPED IN ONE PHASE.
25. NO WETLANDS ON SITE.
26. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED AND
PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ULTIMATELY
APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT
CONSTITUTE APPROVAL OF ANY SIGN.
27. PROPOSED PAVING AND SIDEWALKS AS NOTED.
28. FOLIO NO. 13-26-21-0080-00000-0010
13-26-21-0080-00000-0040
29. FUGITIVE DUST CONTROL BY SPRINKLING DURING CONSTRUCTION,
IF NECESSARY.
30. HANDICAPPED PARKING SPACES WILL 13E PROPERLY SIGNED
AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316,
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. OR
OTHER APPLICABLE STANDARDS.
31. PAVEMENT MARKINGS IN DRIVEWAY SHALL BE PER
FOOT INDEX #17345.
32. ALL LANDSCAPED AREAS WILL BE 1007 COVERED BY AN
IRRIGATION SYSTEM.
33. LANDSCAPING WILL CONFORM TO SECTION 4320 AND 4344 OF
- THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE AS
NOTED ON PLAN.
34. ALL TREES TO BE SAVED DURING CONSTRUCTION SHALL BE
MARKED WITH RIBBONS.
35. TREE PERMIT SHALL BE APPLIED FOR WITH THE CITY OF
ZEPHYRHILLS BUILDING DEPARTMENT PRIOR TO TREE REMOVAL.
36. SITE SHALL BE CONSTRUCTED TO MEET ALL APPLICABLE
REQUIREMENTS OF THE ZEPHYRHILLS LAND DEVELOPMENT
CODE AND APPLICABLE STATE AND FEDERAL REGULATIONS.
- - - - - - .•` -a� - L�ai�___L>t�i�.}�ai.��l►�19.�u� _- i LIL
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BEFORE YOU
EXCAVATE
I FLORIDA
ONE -CALL
1-800-432-4770
- _ TOLL FREE
FL. STATUE 553 351(1979) REQUIRES
MIN.- OF 2 DAYS . AND MAX., OF 5 DAYS
NOTICE BEFORE YOU EXCAVATE.
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GRAPHIC SCALE
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1 inch = 20 ft
DRAINAGE NOTES
1. The contractor shall ensure that all roof runoff
from all structures is directed such that its final
destination is the retention pond. Ali roof drains,
downspouts or other roof drainage devices shall
be directed towards the nearest conveyance such
that all runoff is directed to the retention pond.
2. All storm water runoff from this site shall be
visually monitored during construction by the
contractor to assure water quality and quantity
ore generally maintained to the pre —development
levels. The following shall be used to accomplish
mitigation of adverse quantity and quality impacts
to offsite properties during construction:
A. Drainage swales and retention should be rough
constructed first to avoid any increase in
runoff due to the construction.
B. Temporary erosion and sediment control struc—
tures shall be installed to protect existing
drainage systems and water quality during
construction.
C. Where work is performed in a water course or
water body, silt curtains and silt screens
shall be used to control siltation and tur—
bidity.
D_ Disturbed areas as a minimum requirement shall
be seeded and mulched. All slopes 4:1 and
steeper shall be sodded.
E. If special conditions exist requiring unanti—
cipated measures to control stormwater runoff,
these measures shall be implemented as soon as
possible. .
F. The system is to be inspected on a weekly basis
and after any rainfall event of one—half inch or
greater.
G. The operation and maintenance instructions during
construction must be performed in accordance
with regulatory agency permit requirements.
3. The grading of the last six (6) Inches of the reten—
tion areas shall be the last construction activity.
4. Pipe lengths are approximate and may require minor
adjustments in the field.
5. The contractor is to verify locations and elevations
of all outfalls before construction, and if found to
be inadequate, shall notify the engineer.
6. The contractor shall construct all drainage structures
in accordance with F.D.O.T. standard specifications
for road and bridge design.
7. All reinforced concrete pipe shall be Class III with
rubber gasket joints.
8. Operation and maintenance instructions:
A. The stormwater management system shall be per-
iodically inspected during storms to determine
that it is operating properly. Inspections should
also be made when the system is dry.
B. Any broken pipes or damaged inlets must be re—
paired or replaced. Any debris clogging same
shall be removed as necessary.
C. The retention area shall be periodically cleaned
of debris or siltation as necessary.
0. Swales and ditches shall be cleaned as required
to maintain flows and resodded when necessary.
E. The owner is responsible for maintenance of the
vegetation in retention areas, swales, and ditches.
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BOLLARD DETAIL
20'+/-
POST (OPTIONS: 2'x4< OR OPTIONAL POST POSITION
(VERTICAL) PRINCIPLE POST POSITION
2.5<MIN.DIA.WOOD; STEEL (CANTED 20' TOWARD FLOW)
1.33 LBS./FT. MIN.) --- 6' MAX. FILTER FABRIC (IN
CONFORMANCE WITH A��7FLOW
FABRIC
SEC985 FDOT SPEC.)
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SECTION
i ELEVATION
TYPE III SILT FENCE
20'+/-
POST (OPTIONS: 2rx4' OR OPTIONAL POST POSITION
1.33MLBS MIN.STEEL to' MAx. (VERTICAL) --�
PRINCIPLE POST POSITION
—(CANTED 20' TOWARD FLOW)
POULTRY MESH (� GA.MINr_Z3
POULTRY MESH OR
TYPE A FENCE FABRICTYPE A FENCE FABRIC
�INDEX NO.452 & SEC.966ER FABRIC
FOOT SPEC.)
FILTER FABRIC (IN
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--Ii-z-r---
o ELEVATION SECTION
TYPE IV SILT FENCE
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING
WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS
USED AT PERMANENT BODIES OF WATER.
NOTES:
—For additional Information and details, see F.D.O.T. Index No.102.
—Unless specified, hey barriers may be used in lieu of sIt fences.
—Additional posts and ralls may be necessary to secure and support barriers.
Additonal fence lengths may be required by the County Engineer
or by regulatory agencies.
SILT FENCE
MATERIALS
ITEM
DUANT.
DESCRIPTION
1
I
BACKFLOW PREVENTER ASSEMBLY
2
4
UNIONS (GALV.)
3
2
NIPPLES - BRASS
4
2
ELBOWS - GALV. 900
5
2
RISER - GALV.
B
*
CONCRETELL SLAB
7
2
(BRASS
BAVALVES OR SS)
NOTES:
1. MINIMUM CLEARANCE OF 24r TO BE MAJNrTANED AROUND DEVICE — , f — -
FOR TESTING. �1
2. FIELD ADJUST AND CUT ITEM 4 TO PROPER LENGHT. 4
3. ENTIRE ASSEMBLY TO BE PAINTED AWWA BLUE. -
4. CONCRETE SLAB TO EXTEND 12" MIN. AROUND ENTIRE DEVICE.
5. DEVICE MUST BE LISTED WITH THE UNIVERSITY OF SOUTHERN MIN.
CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL METER
AND HYDRAULIC RESEARCH.
DOUBLE CHECK OR REDUCED PRESSURE
BACKFLOW PREVENTER
SINGLE SERVICE:- 3/4. 1" 1 1/2r & 2r
FINAL
(GRE
MIN.
SERVICE
IJ
�.-0. FACE OF CURB OR
EDGE OF PAVEMENT
F.T.C.0 r STEEL SIGN
25
TOP PART: - r
WHITE REFLECTORIZED 0 PARKING SPACE
BORDER AND LEGEND, -
BLUE REFLECTORIZED
I ! BACKGROUND.
_
PARKING BY +*
f DISABLED PERMIT BOTTOM PART:
MIN. 5' co ONLY 1r SERIES 'Co■ (F.D.OJ.) o I WHITE
I = VAN ACCESSIBLE BLACK LETTERS, F "
BLACK BORDER AND Or t
WHITE REFLECTORIZED �y, '�11
- BACKGROUND h
C $250 FINE I j
i
GALV_ »1J TYPE
w Lw- FLANGED STEEL POST.
6GRADE- HANDICAP PARKING DETAIL r -
6 -TOWSON- ROGERS- - 99150
SHEET
5514 7th STREET ZEPHYRHLLIS, FLORIDA 33540 813-788-0400 6