HomeMy WebLinkAbout06-6065
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6065
Permit Number: 6065
Permit Type: COMMERCIAL
Class of Work: SITE WORK
Proposed Use: COMMERCIAL
Square Feet:
Est. Value:
Improv. Cost: 5,200.00
Date Issued: 8/31/2006
Total Fees: 90.00
Amount Paid: 90.00
Date Paid: 8/31/2006
Work Desc: SITE WORK - HEARING AID CENTER
Address: 6310 GALL BLVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-08100-0000
Name: PERFECTA EAR INC
Address: 6310 GALL BLVD
ZEPHYRHILLS, FL. 33542
Phone:
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REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
----___ '12... ./J ~
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TURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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2006179490
Rcpt:1029483 Rec: 10.00
DS: 0.00 IT 0 0
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09/01/06______ Dpty Clerk
State of
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NOTICE OF COMMENCEMENT
County or-\=6scu
THE lrnnERSIGNED hereby gives notice that improvement will be made to c~rtai
real property, and in accordance with Chapter 713, Florida Statutes, th
follov.Ting information is provided in this Notice of Commencement.:
1.
Description of Property: Parcel No. O~ ~ 21 r'O 10 o'BIOO
oooQ
(Legal description of the property and street address if available)
3.
O\.;ner Information: Name
(r'I'Y\fY"\ 6~U-\ ~ L. ~ L~
JED PITTMAN, PASCO COUNTY CLERK
09/01/06 12: 39J: 1 ~f 1-
OR BK 716~ PG o9~
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General Description of Improvement .~~)~~
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l,ddress /77'-0 -t.- G-a f City ;2!;f+J\--idh'
Interest In Property: DIDV'\. e r
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State FI ~~YI
Name of Fee Simple Titleholder:
(If other thsn owner)
Address
city
State
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Contractor; Name '"'5L\ ~ 'ST(~-f=., ~ Il ~~ -~
~\ddress .~ol S4-_btt/..' t.t~..,~ m:ity __7~~~~~~,...):~,
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State
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Surety ~ Name
City
State
2\ddress
Amount of Bond: $
6 . Lender: Name
City
state
Address
7 . Persons wi thin the State of Florida designated by Owner upon who
notices or other documents may be served as provided by sectio
713.13(1)(a) (7), Florida Statutes:
Name
City
State
Address
8. In addi tioD to hirnsel f, O..-.rner designates
of to receive a copy of th
Lienor's Notice as provided in section 713.13(1)(b), Florida Statutes
9. ~xp~rntion date of NotIce of Commencement (the explrat~on date is 1 yea
ir0m the date of recording unless a different date is specified.)
Sworn to and
day of /J~
Signature of Or".mer;
~ bl/J(J(;P .
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~ot<lry Public;
'o1y Com,nission Expires;
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AUG-29-2006 13:37
PASCO COUNTY DEU REUIEW
727 815 7000
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.city of Zep~yihills - Buil~g Dept "'l:t17.;~~
.Phone: (813}780:-OO20 ~.
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PJ\J{: (813}.780-~21 ~
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: FAX#: 727-815-7000 FAX:!: 813-780-0021
: DATE' 8-~'" :.';;.,., .' :....~):~F.:#OFPAGES: 3
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: MESSAGE: W~need an B~c1TeSS.Jo.r ~~elow commercial project. Tbauk you.
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Parcel #: 0396-21-0010-08100-0000
Street Facing: Gat.Blvd
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Type: C~ercia1- Hearing .A,idCenter
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Any problems or 9uestions, Please let me ,lamw. Thank you and have a GREAT Y
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813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Owner's Name
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Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Date Received
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Owner.s Address
Fee Simple Titleholder Namel
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JOB ADDRESS
Fee Simple Titleholder Address I
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PARCEL ID#I",-"
LOT #
NEW CONSTR
INSTALL
SFR
BLOCK
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PROPOSED USE D
TYPE OF CONSTRUCTION D
DESCRIPTION OF WORK I, \ \ C, L~(' '-, i- I l . \. \ , \(., \-'1- '-'-' \ \ ' \
BUILDING SIZE I I SQ FOOTAGE I HEIGHT I
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ADD/ALT
REPAIR
COMM
FRAME
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(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D
DEMOLISH
SUBDIVISION
WORK PROPOSED
D
D
D
OTHER
STEEL
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OTHER I
o BUILDING 1$ I
o ELECTRICAL 1$ I
o PLUMBING 1$ I
o MECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATION
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o GAS D ROOFING D SPECIALTY D OTHER W~
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO ~\)\)~
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BUILDER ._------ . C6MPANY ) '- '-' - :>, ~ ) \ f, ' r --)-.. I - -( . -
SIGNATU~ "- _ REGISTERED Y I N FEE CURRENT I Y I N
Address I I:" . '- (I r \. T ~/ if' i ,? \ ) I License # I
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COMPANY
REGISTERED
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VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D
PROGRESS ENERGY
D
W.R.E.C.
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ELECTRICIAN I
SIGNATURE .
Address I
Y/N
FEE CURRENT
Y/N
License #
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y/N
FEE CURRENT
Y/N
Address
License #
MECHANICAL
SIGNATURE
COMPANY
REGISTERED
Y/N
FEE CURRENT
Y/N
Address
License #
OTHER
SIGNATURE
COMPANY
REGISTERED
Y/N
FEE CURRENT
Y/N
License #
1111111111111111111111111111111111111111111111I11111111I11II11111111111111111I111I1111111111111111111I11111111111I1I11111111111111
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
111111111111111111111111111111111111111111111111111111111111I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC
Address
111111111111111
RESIDENTIAL
COMMERCIAL
SIGN PERMIT
Fences (PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS- AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance With state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117,03)
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as Identification.
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Notary Public
Commission No.
Commission No.
Name of Notary typed. printed or stamped
Name of Notary typed. printed or stamped
City of Zephyrhills - Building Dept
Phone: (813)-780-0020
FAX: (813)-780-0021
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I TO: Judy/Gail FROM: Karen I
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: FAX #: 727-815-7000 FAX #: 813-780-0021 :
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: DATE: 8-29-06 # OF PAGES: 3 :
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: MESSAGE: We need an address for the below commercial project. Thank you. :
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: Parcel #: 03-26-21-0010-08100-0000 :
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: Street Facing: Gall Blvd :
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: Type: Commercial- Hearing Aid Center :
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: Any problems or questions, please let me know. Thank you and have a GREAT day. :
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----------------------------------------------___________________4
Parcel Information for: 03-26-21-0010-08100-0000 Card: 001
Page 1 of 1
Search Again Show Map Building Schematic Unavailable Estimate Taxes
See Tax Collector Information - Current/Delinquent Taxes
The online search system is currently unavailable. Information displayed below is from a weekly archive, SOH and Taxable amounts
may not reflect current values,
ParcellD 03-26-21-0010-08100-0000 (Card: 001 of 001)
Classification 10 - Vacant Commercial
Mailing Address Assessment (totals)
PERFECTA EAR INC Ag Land $0
5710-C GALL BLVD Land $80,348
ZEPHYRHILLS, FL 335423452 Building $0
Physical Address Extra Features $0
Legal Description (First 4 Lines) Total Assessment $80,348
ZEPHYRHILLS COLONY COMPANY Save Our Homes $0
LANDS PB 1 PG 55 ALL OF THAT
PART OF TRACT 81 LYING EAST Taxable Value $80,348
OF THE RIGHT OF WAY OF US
Land Detail (Card: 001 of 001) Cond ==rY"alue
Line Use Description Zoning Units Type Price
1 1000 COMMERCIAL 00C2 12,000.00 SF 7.32 0.9 J~9,056
2 I 1000 I COMMERCIAL 00C2 500.00 SF I 2.87 I 0.9 II $1,292
Additional Land Information
I Acres II 0.29 I Tax Area II 30ZH II Fema Code [~] Comm Code II M3012FQ
Building Information
Unimproved Parcel 0
Extra Features
No Extra Features
Sales History
Previous Owner COOL STREAM HOLDING TRUST
Year Month Book I Page Type Amount
2005 11 6729 / 1844 WD $95,000
1997 03 3733 / 1384 WD $22,500
1990 11 1960/0195 WD $12,500
Search Again Show Map Building Schematic Unavailable Estimate Taxes
See Tax Collector Information - Current/Delinquent Taxes
http://appraiser.pascogov .com/search/offline.asp?sec=03 &twn=26&mg=21 &sbb=OO 1 O&bl... 8/29/2006
Map - Pasco County Property Appraiser Page 1 of 1
Pasco County, Florida 1.2 miles NNW of Zephyrhills
When I click on the map:
Quick Info
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@) Zoom In 1.5x
Choose Layers:
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[Bill ~
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Image Size I Quality:
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(Quality applies if imagery is selected)
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Links of Interest:
Recent Sales in this area
Search for property in Pasco
Map Search
MapID# 15699786
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111I
705 Feet
http://maps.pascogov.com/maps/showmap.asp?Name=PascoMap _ N ew&mdi= 15699786&... 8/29/2006
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: TO: Judy/Gail FROM: Karen :
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FAX#: 727-815-7000 FAX.#: 81'3-780-0021 :
,
8-29-06 # OF PAGES: 3 :
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:Citr .of Zephyrlrills - Building Dept
Yhone: (813)~780-0020
FAX: (813)-780-0021
DATE:
MESSAGE: We need an address ,for the below commercial project. Thank you.
Parcel #: 03-26-21-0010-08100-0000
Street Facing: Gall Blvd
Type: Commerci81'-:' Hearing Aid Center
Any problems or questions, please let me know. Thank you and have a GREAT day,
,
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Page 1 of 1
Karen Miller
From: Billy Poe
Sent: Tuesday, August 29, 2006 6:28 AM
To: Karen Miller
Subject: RE: The Hearing Aid Center
We have an approved set of plans. They can proceed.
Billy
From: Karen Miller
Sent: Monday, August 28,20069:13 AM
To: Billy Poe
Subject: The Hearing Aid Center
We have received a request for site development for the Hearing Aid Center. Can we proceed in permitting this
site work or do you need further information. In our packet we have:
-Southwest FI Water Management District - Notice of Authorization to Commence Construction
-State of FI DOT Driveway Connection Permit
-State of FI DOT Drainage Connection Permit
Thank you.
Karen
8/29/2006
SOUTHWEST FLORIDA
WATER MANAGEMENT DISTRICT
NOTICE OF
AUTHORIZATION
TO COMMENCE CONSTRUCTION
/
Hearing Aid Center
PROJECT NAME
Commercial
PROJECT TYPE
Pasco
COUNTY
3/26S/21 E
SEC(s)fTWP(s)/RGE(s)
Perfecta Ear, Inc.
PERMITTEE
APPLICATION NO.: 46030567.000
DATE ISSUED: March 29, 2006
~~~~
Issuing Authority
HENRY ROBERT LUE, P.E., DIRECTOR
BROOKSVILLE REGULATION DEPARTMENT
THIS NOTICE SHOULD BE CONSPICUOUSLY
DISPLAYED AT THE SITE OF THE WORK
41.00-075 (10/92)
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NOTE:
FOOT M.O.T. PLAN INDEX #613
LANE CLOSURES SHALL BE
PROHIBITED bURINTG PEAK
HOUR PERIODS OF 7-9 AM & 4-6 PM
ONE-WAY DRIVEWAY
DRIVEWAY DESIGN SHAL
BE IN ACCORDANCE WI
FDOT STANDARDS, CLASS "1"
CONC., 6" THICK W/A DOUBLE
LAYER OF W'NF 6x6-W1.4xW1.4
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SAWCUT EDGE OF / ~
EXISTING PAVING / //
FOR NEW DRIVE, 65 LF
PROVIDE M.O.T. PER
FOOT IND#61/)
ONE-WAY DRIVEWAY f
DRIVEWAY DESIGN SHAL
BE IN ACCORDANCE W/
FOOT STANDARDS, CLASS "1
CONC., 6" THICK W/A DOUBL
LAYER OF W'NF 6x6-W1.4xW1.
2.0'
1" DIA. HOLE
PROVIDE 2 NO. 6
REBARS 18" LONG
FOR INSTALLATION
(TYP)
PRECAST (3,000 P.S,I.)
CONe. WHEEL STOP WITH
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CONCRETE WHEEL STOP DETAIL
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RETENTION POND
(2:1 SIDE SLOPE)
TOP 107.50
BOT=104.50
VOL = 1,581 C.F.
WHEELSTOPS (TYP.)
WALLED RETENTION POND
TOP ElEV = 109,30
DHWl = 107.50
INVERT = 105.10
227.5 S.F.
544 C.F.
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WHEELSTOPS(TYJ.)
48.02'
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2.44'
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PROPOSED "k.10NUMENT" SIGN LOCATION ~
(PLAN FdJ~ stGN BY OTHERS) I .- \
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AUTOMOTIVE.R EP AIR
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EXISTING CONCRETE PARKING LOT
AND DRNEWAY ENTRANCE
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NC SLAB
2' BUILDING SETBACK UNE
b
IWII<ItO ",
0lWiUD
ItfM1'
<KY
GRADE~
31 - ,. 'IiHITt CHEVRONS
CQ\.llU.Y SPACl!) PER AISlE
6'1 i I-
I ~
L-bn;
1
1_ H'_I
rMiN:I
6.0' l
POST (OPTIONS: 2" x 4" OR 2-1/2"
MIN. DIA. WOOD; STEEL 1,33 LBSjFT.
MIN.)
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FOOT SPEC.)
ELEVATION VIEW
'.
SEC.
~ TWP. 20 S., RNG. ~/ A'.
PASCO COUNTY, FLORIDA
Call 48 hours before you dig!
, PRINCIPLE POST
20'0 :1: V PATTERN (CANTED
~ 20 DEGTREES
TOWARDS FLOW)
-1
(3
r:::
0:::
w
>
IT'S THE LAW I
1-800-432-4770
FILTER FABRIC
SILT FLOW
~ GROUND LEVEL
SECTION VIEW
\1
~
P
.-9
\
~
TYPE III SILT FENCE DE'1;AIL
NOT TO SCALE
.
~
r
~~
.A.
r
cS- ;
1
$' l- 12' MIN. -
2.-.1
6" ---1 ~ I~I
6"-~ i ~
I r 4' ; ~
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\ ~ 1.; r'
, , ~ ." l
~ '
2.00'
, ,
,. "
.'
~
,,: ,'j'
~
T'"
N
0.67' - -
2.00'
19.00'
WALLED POND LAYOUT DETAIL
SCALE: 1":: 5'
,,'
'1~
.f
SITE~DATA T/JBLE
-
ENGINEER - SURVEYOR
C, Fred Deuel & Associates, Inc.
5151 Gall Boulevard
Zephyrhills, FL 33541
(813) 782-6717
Address:
O\VNER - DEVELOPER
Zoltan Retey - The Hearing Aid Center
571O-C Gall Boulevard
Zephyrhills, FL 33542
(813) 783-1249
No physical address assigned at this time
Legal Description:
All that part of Tract 81 lying east of the right-of-way ofU,S. Highway #30 I, in Section 3, Township 26 SOUtJl, Range
21 East, ZEPHYRHlLLS COLONY COMPANY LANDS, according to map or plat thereof recorded in Plat Book I,
Page 55, Public Records of Pasco County, Florida,
Together with that portion of the alley showing on said plat lying East of same, said alley having been closed and
vacated by Resolution of the Board of County Commissioners of Pasco County, Florida, dated April 27, 1971 and
recorded in Official Record Book 541, Page 128, Public Records of Pasco County, Florida.
PROPERTY CONTAINS 8,868 Square Feet or 0,20 Acre, more or less,
ParcellD. Number 03-26-21-0010-08100-0000
FLOOD ZONE: Zone X
Community-Panel Number: 120230 0455 D
Map Revised: September 30, 1992
FUTURE LAND USE - MIXED USE
PROJECT SUMl\'IARY & SITE DATA:
Total Building Area ==
Total Gross Floor Area ==
Total AsphalUConcrete Area =
Total Impervious Area
Total Green Area ==
Total Site Area
EXISTING
o S.F.
o S.F.
o S,F.
o S,F.
8,868 S.F.
8,868 S,F. /0,20 Acre
PROPOSED
1,722 S,F.
1,722 S,F. (19%)
4,396 S.F. (On-Site)
6,118 S,F. (On-Site)
2,750 S.P.
ZONING: C2/ Conununity Commercial
fI,l.OPOSED USE:
Hearing Aid Center
Variance from rear setback Obtained for this site through Board of Adjuslment meeting of September 15,2005
~:';;:-:~.~:"~:':-
~;:;.~ .:-: ~.. "t ~ ' !,
City ofZ~hfi)' ~:.:-:: .., _:. ' ' :1
Site PImJ ~ A~..tt ~
Approved 1hIs ~ _mOot- 20 0 b.
By It. ~ ________
Director of Developmem . APPROVI!O SUBJeCT 10 ATTACHED CONDITION
Authorized 5ignatut, {k,;J UJ}o..~...d.S:. <<..Mf>f"~ fDo"T Row ....sLf.Mci
p~. ~~,.."i.t :J.rt.~ .fC.f"l\Clvo.L!~~. :=,.B9S.~ ...
~~J<d? '" 1""~Ii" l?f!\~ .,~ land"",.~
............-~~ r~ploce~ c>-t g4il oC\k...
8lTE PLAN APPROVAl eXPIREsJl. L10,)06
LEGEND ,. --
/
Site Plan Re\iew F~.: p~;:c:~
Date 3/2/0' Amount ~iXJ. ~
t1 (cJ;:~
~
"
o
~
/
Indicates Proposed Elevation
Indicates Existing Asphalt
Indicates Proposed Concrete
Indicates Existing Elevation
REV.' DATE
REVISION
BY
, .
C. Fred Deuel and Associates, Inc.
CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
ST. PETERSBURG. ZEPHYRHILLS
St. Petersburg Main Office:
1620 First Avenue North
St. Petersburg, FL 33713
Phone: (727) 822-4151 fax: (727) 821-7255
Zephyrhllls Branch Office:
5151 Gall Boulevard
Zephyrhilts. FL 33541
Phone: (813) 782-6717 fax: (813) 782-5426
Zephyrhills
S'(7!K~PMH
PHOPOS.$'.f)'- (1ft'F/C$ BU./I,.D/HC
/orZ(j/,TAH {?K7'ffY
FLORIDA
DESIGN:
WORK ORDER No. 14454- -ZH
DATE: December 13 2005
SCALE: 1::: 20
SHEET
No.
..-
DRAW11.:/,
CHECKED:
OF
FLORIDA SUR Y R'S EGISTRA 1l0N NO.
FLORIDA ENGINEER'S REGISTRA1l0N NO. 3~ql,
--350,96'8/0
I
/
i-
I
/
I
~II
~
I
I
I
15,00'
K
r~
,0
/
/
/
;t7
1fT
E~
S
SCALE: ," = 20'
.-I__. _ ...... --
CI.I.:..Bll~ --==.J
O' 20' 40'
~
SILT FENCE(TYP)
(S3) OUTFALL
CONTROL STRUCTURE
TOP=107.50
INV=103.60 /
LIMITS OF RETAINING
WALL, 50 LF.
TOP ELEV. = 108.00
INVERT = 104.50
RETENTION POND
(2:1 SIDE SLOPE)
TOP 107.50
80T=104.50
VOL:: 1,581 e.F.
~
mes
36" R.e.p. 64 LF.
STORAGE VOLUME = 382 e.F.
WALLED RETENTION POND
TOP ELEV:: 109.30
DHWL = 107.50 ,(:J}f'
INVERT = 105.10 7
227.5 S.F.
544 e.F.
r
\
\
\ I.U.5.
, ~
'\\~""'QJ
"
,-:I 1 ,oV
() 17--/
__f--- Il__f
..- ..-"'" '8" R.C.P, r;
/// IINCRT' ..c.'./) u.c.'.
= 105,68 -----JJ
- -,-- -
/
,
/
I
/
SILT FENCE(TYP)
48.02'
.()~
J
83.55'
/
/
/
I
I
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I.,~
;>
I
.o~
j
If'MRT
.. 105,60
EXISTING CONCRETE PARKING LOT
AND DRIVEWAY ENTRANCE
~~
Call 48 hours before you dig!
':.'.:',.:'~,:. .,-.'-'":.... ...~, .:~:..~.',,,:.,,
":".r:.~.:-.'r'.',~':,' .
\ 1 \ 1 ) \
? ? ~
9- COMPACTED SUBGRADE
EXISTING MATERIAL OR SELECT
fILL. STABIllZATlON AS NEEDED
FOR LBR 40
tT'S THE LAWl
1-800-432-4770
CONCRETE PAVEMENT DETAIL
N.T.S.
48,05'
,fa
~Q
~
_' _, _, _V._2~~~-:-~4tiR_ ,Qtl~'710L5.Q, _'_' _. _ ..
;;0~ CllY OF ZEPHYRHILLS . ~.. ;0',
'Y~ ~. :'. '/
., .,..::<,
~ ~
, 0.<> RETAINING WALL ~ ',' 0,
,,~~<$' ',. ,~ ~
, ~ ..,_CONTR9ULEVATl9N=105.5.q.__~',,: ~
~~~~TREAT'I ~~ PRO~D~:::,634 CF '0 > ~
y~ <:) f( '~'
//~ " .~ "';0"
">>~ " " ~'\y/'I%
_..._~.SHWT ~..103.75/~~~~"'\?~~~~ '/.\,~~ ,0~
_ '0~>>/>>; " :' ~': '. ,~':",.', ~
,'< . /.
'~>>M"<<'>>>>>')>
SEC.
~ TWP. 2tJ S.t RNG. ~I E.
PASCO COUNTY, FLORIDA
1.5" ASPHALT CONCRETE
TYPE PC-.3 OR EQUIVALENT
/ / / / / / / / WITH SEALER COAT
////////
/ / / / / / / / ~ 6" L1MEROCK OR D.O.T. SHELL
BASE COMPACTED TO 98% OF
( ) .1 \ \ ( ~Bo"ENSllY PER A.A.S,H,T,O,
,) 9- COMPACTED SUBGRADE
~ EXISTlNG MATERIAL OR SELECT
} ) ~ FILL, STABILIZATION AS NEEDED
( fOR LBR 40
ASPHALT PAVEMENT DETAIL
N.T.S.
31.85'
22.10'
CENTtRUNE EXISTING SWAlE
RIGHT OF WAY LINE
EDGE OF PAVEMENT
SECTION C-C POND DETAIL
N.T.S.
NOTE:
CLEAN SAND FilL COMPACTED
TO 100% MAX. DENSITY
P./?OPOSff./J ./J./?/f/ff IYA r
\"CONCRETE' 3000 PSI
cIL 107.70
108.20 I 107.95
6% GRADE UNPAVED
t " ""ml"' 'EN"
1 03.90
1 03.40
6'
#5 @ 18" O.C.
N.T.S.
~
~
in
(2xl4)CONT. .
FlLTER BLENO SANO & WELL POINTING
0.25'
FILTER SAND DATA
CLASSIFICATION: SP (ASTM D-2487)
COEFFICIENT OF PERMEABILlTTY = 5.42 FT JHR.
EFFECTIVE GRAIN SIZE: O.25mnn
UNIFORMITY COEFFICIENT = 2..8
PERCENT PASSING #200 SIEVE:: 0.3%
UNDERDRAIN DETAIL W/CLEANOUT
N,T.S.
N.T.S.
P./?OPOSff./J ./J./?/f/SIYA r
6"CONCRE1E. 3000 PSI
109.60
109.68
6"- GRADE UNPAVED
104.90
18' 6'
4:1
MIN.
N.T.S.
LEGEND
~
"
Indicates Existing Elevation
~
Q
D
/
Indicates Proposed Elevation
Indicates Existing Asphalt
Indicates Surface Water Flow
Indicates Proposed Concrete
ENGINEER - SURVEYOR
C. Fred Deuel & Associates, Inc.
5151 Gall Boulevard
Zephyrhills, FL 33541
(813) 782-6717
O\V NER - DEVELOPER
Zoltan Retey - The Hearing Aid Center
5710"C Gall Boulevard
Zephyrhills, FL 33542
(813) 783-1249
REV.' DATE
REVISION
BY
C. Fred Deuel and Associates, Inc.
CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
ST. PETERSBURG. ZEPHYRHILLS
St. Petersburg Main Office:
1620 First Avenue North
St. Petersburg, Fl 33713
Phone: (727) 822-4151 Fax: (727) 821-7255
Zephyrhills Branch Office:
5151 Gall Boulevard
Zephyrhill,. FL 33541
Phone: (813) 782-5717 rax: (81.3) 782-5425
Zephyrhills
Pavz1zU-, t/t~ Cradznl7 Plan
. PROPOSA'.Ll_-~-O.FF/Cg BU/.l.D/NC
/or2:0J-2J1N Rff7Z'Y
FLORIDA
WORK ORDER No. 14454- -ZH
DATE: . December 13, 2005
SCALE: 1 == 20
DESIGN:
DRA'WN:
0~~t
FLORIDA SUR R'S REGISTRATION NO.
FLORIDA ENGINEER'S REGISTRATION NO. ,3%QIc
OF
SHEET
No.
CHECKED:
I
/
I
/
SCALE:
~
O'
I
/
I
/
/
I
~I
~I
18
K
I
I
I
I
/
/
/
/
/
/
/
I
/
1
40'
/ I
I ~I
/ ~I
I / ~
I
~I /
~ I
~ /
~)'
/1
I
,I \
/ I
/ I
,
/ I
I
/
JV
S1
1" = 20'
~.... .A.LJ
20'
l\
C
OJ
0'
/::) , I
{;]
s
~
f5
Qj
~
~
~
PROPOSEh
BUILDING r
83.55'
SEWER PUMPING STATION
WATER METERS w/BACKFLOW
PREVENTOR ASSEMBLY
/
II
II
II
II
II
II
II
N
~0
::J;j
~~~
(j)~
0RJ
f5/j
~iJ
t9!f
~t
~QJ
~
EXISTING CONCRETE PARKINI) LOT
AND DRNEWAY ENTRANCE
QTY. (2) O1:CTRICAL INCH OIA.
ON 5 INCH CEN 1t;RUNE:
WARNL"IG
UGHT
36'
HORN
....UXlL\AA'l' POwtR HOO!<UP
(OPTIONAL)
C(XI/TRot. PANEL \11TH
LOCKINO PROVISION
INLET GROMlAtT _ OIA."",,-
(SHIPPED LOOSE) il
Fl8ERotASS BASlN./
HIGH 1'1.... TER ALARM ELEV. 108,8
LA.O PWP ON ELEV. 108.5
LEAD PUMP ON ElEV. 108.0
PUMPS Off' EtEV. 101,0
PUMP SPECIfiCATIONS
PUMPS REQUIRED 2
MllNUf ....CllJllER H'ltlROlolA TIC
MOOEl NUMBER
PUMP 51 ZE
CAP....OTY EACH (GI'Io4)
TOTAL HEAD (frET)
NPEl..LER 01.t.MfTER
MOTOR tiP REQUIRED
SPEED (Rf't.I)
O1:CTRICAL
TIIh'K
A (0lA.
36
.,'
80'
OlHE~_
9 (HEICH
n.
1l4'
98'
10&'
120.
OTHER
RETENTION POND
(2:1 SIDE SLOPE)
TOP 107.50
BOT=104.50
VOL == 1,581 C.F.
WALLED RETENTION POND
TOP ELEV = 109.30
DHWL = 107.50
INVERT = 105.10
227.5 S.F.
544 C.F.
2' BUILDiNG SETBACK UNE
.:t;1
109.60
2' PVC SCHEDULE 80
DiScHAAGf; PIPING o'
S.$. UfT1NO CABLE
..t. INCH DIA. CHECK V....LVE
S. S. GUIDE RAILS
$,$. UfTlNO BAIL
"'.60
105.60
SEC.
ENGINEER - SURVEYOR
C. Fred Deuel & Associates, Inc.
5151 Gall Boulevard
Zephyrhills, FL 33541
(813) 782-6717
///////.
'///////,
/ / / / / / / IndIcates paved surface
'///////,
///////.
X lJ' OGk
Indicates Tree to Remove
REV.'
DATE
~ TWP. go S., RNG. ,it E.
PASCO COUNTY, F'LORIDA
O\VNER w DEVELOPER
Zoltan Retey - The Hearing Aid Center
5710-C Gall Boulevard
Zephyrhills, FL 33542
(813) 783-1249
LEGEND
. lJ' OGk
Indicates Tree. type and size
REVISION
BY
C. Fred Deuel and Associates, Inc.
CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
ST. PETERSBURG. ZEPHYRHILLS
1620 First Avenue
St. Petersburg, fL
Phone: (727) 822-4151 Fax:
St. Petersburg Main Office:
North
33713
(727) 821-7255
Zephyrhl\1s Branch Office:
5151 Gall Boulevard
ZephyrhiHs. fL 33541
Phone: (8IJ) 782-$717 Fax: (81J) 782-542$
FRKff RKKO VA.l-lYA rffn/Sff IY/J'.f( P.lAH
PROPOS$D- : ()P"/Cff BU/.z.D.1HC
fOR-' 30Z,FAH HKY'KY
-,..';-"--'~'"',
Zephyrhills
DESIGN:
DRAWN:
CHECKED:
FLORIDA SUR YOR'S REGISTRA nON NO.
FLORIDA ENGINEER'S REGISTRA nON NO.
3~gf.,
FLORIDA
WORK ORDER No. 14454- -ZH'
DATE: December 13. 2005
SCALE: 1 = 20
SHEET
No.
OF
.
GEt€AAl ~TRUcrlOH HOlES
1.
AlL WORK PERFORMED SHALL COMPLY WI11~ TI-lE: REGUlATIONS AND ORDINANCES OF
Tl1E VARIOUS GOVERNMENTN.. AGENCIES HAVING JURISDICTION OVER THE WORK.
GRAOINO AND O~ NOlES
1. ALL DElETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK. PEAT. BURIED DEBRIS). IS
TO BE EXCAVATED IN ACCOROANCE WITH THESE PLANS. OR NS. DIRECTED BY Tl1E
OWNER'S ENGINEER. OR OWNER'S SOIL TESTING COMPANY. DElETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED fROM THE Silt NS DIRECtED BY 111E OWNER.
EXCAVATED AREAS ARE TO BE BACKFillED wrm APPROVED MATERIALS N-lD
COMPACTED AS SHOWN ON THESE PLANS.
2. Tl1E CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTlNG EXCAVATIONS AGAINST
COUAPSE AND WILL PROVIDE BRACING. SHEErING, OR SHORING, AS NECESSAAY.
mENCHES SHAU- BE KEPT DRY WHILE PIPE AND APPURTENANCES ME 8EING
PLACED. DEWATERING SHALL BE USED f>S REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTl1ERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM 10 AWWA C-900, ClASS 150
STANDARDS, UNLESS OTl1ERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFfiC AREAS SHALL BE
ffiAFflC RATED fOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK fOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION' MElliODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE Wl11-i THE LOCAL REGULATORY AGENCY.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINllNG PATIERN TO Tl1E OWNER'S ENGINEER fOR APPROVAL
2. Tl1E CONTRACTOR IS TO PROVIDE A 1/t' BITUMINOUS EXPANSION JOINT MATERIAL
wrm SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
". ALL PAVEMENT MARKINGS SHAlL BE MADE WITH TIWTlC P^INT IN ACCORDANCe:
TO mor STAN(),A,RO SPECIFlCAllONS 971-12 OR 971-1". PARKING STALL STRIPING
TO BE ,.- WIDE PAINTED WHITE STRIPES.
4. 111E CONTRACtOR IS TO INSTALL EXtRA BASE MATERIAL WHEN 111E DISTANCE
BETWEEN Tl1E PAVEMENT ELEVATION AND THE TOP OF n1E PIPE OR BELL IS lESS
T11AN IWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDIllON OF FOOT "RONJWAY AND
TRAFFIC DESIGN STANDARDS".
PAViNO. GAADtNO ~ DRAINAGE TESTING AND MPECTlON REQUIR(f,CENTS
1. me: STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER 'PRIOR TO THE PLACEMENT OF
BACKflLL.
2. Tl1E CONTRACTOR SHALL MAINTNN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
/>,CCEPlANCE OF THE PROJECT.
3. Tl1E CONffiACTOR IS RESPONSIBLE FOR COORDINAllNG THE APPLICABLE TESTING
wrrn 111E SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT wrrn THE
TESTINQ SCHEDULE fOUND IN THE ENGli~EER\NG CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
111E OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
WATER SYStEM NOTES
1. ALL WATER ~AINS SHALL HAVE A MINIMUM OF 36 INCHES OF' COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFlCATIONS.
3. AU., DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AmlA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6" A 21.8 OR A
2f.51 . AND SHALL BE MORT"R LINED. STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWNA C 104-71).
4. ALL FlTTlNGS LARGER THAN 2" SHALL Be: DUCTILE IRON CLASS 53 IN ACCO~DANCE
WITl-1 AWWA C-110 WITl1 A PRESSURE AATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWNA C-111. FITTINGS SHALL BE
CEMENT MORTAA UNED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" Tl1ROUGH 12- SHN..L BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH Asm 0-2241.
6. W,\TER MAIN PIPING Of lESS THAN 4-- SHALL BE PER PVC SOR26.
7. ALL FlTIlNGS 2," AND SMALLER SHALL BE PVC SOR2S WlTI-I PUSH ON JOINTS.
8. ALL GATE VALVES 2- OR LARGER SHN..L BE RESILIENT SEAT OR RESIUENT WEDGE
MEETING TI-lE REQUIREMENTS Of AWWA C509
9. ALL flRE HYDRANTS SHALL MEET Tl1E REQUIREMENTS OF AWWA C502 AND SHAlL BE
APPROVED BY THE LOCAL UTlOO AND FlRE MARSHAL.
10. T11E CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
1 1. 111RUST BLOCKING ~HALL BE PROVIDED AT ALL FmINGS AND HYDRANTS f>S SHOWN
ON DETAiLS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
1 J. THE IRRIGATION sYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
'NATER sYSTEttf TESTiNG ~D INSPECTION REQUIRE\f(NTS
1. ALL COMPONENTS OF 1'HE WATER SYSTEM. INCLUDING FmlNGS, HYDRANTS.
CONNECTIONS. AND VAl:.VES SHALL REMAIN UNCOVERED UNllL PROPERLY PRESSURE
TF.STI::D AND: ACCEPTED' BY THE OWNER'S ENGINEER. PRESSURE T~TS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOllFY
OWNER'S tNGINEER AND WATER DEPARTMENT INSPECtORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. CONTRACTOR TO PERFORM CHLORINATION. BACTERiOLOGICAL SAMPLING SHALL BE
BY mE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILIlY.
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITIED TO OWNER'S ENGINEER.
2.
3.
ELEVATIONS REFER TO TI-lE NATIONAL GEODE11c VERTICAL DATUM.
LOCATIONS, UEYATIONS. AND DIMENSIONS OF EXISTING Ul1L1T1ES, STRUCTURES,
AND 0111ER FEATURES ARE SHOWN ACCORDING TO 111E BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARAll0N OF TIlESE PLANS, Tl-iE CONTRACTOR SHALL VERIFY
Tl1E LOCATIONS, ELEVATIONS, AND DI~ENSIONS OF ALL EXISTING Ul1UTIES, .
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4.
TIlE CONTRACTOf~ SHALL CHECK THE PLANS FOR CONFUCTS AND DISCREPANCIES
PRIOR 10 CONSTRUCllON. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF Atff CONFLICTS OR DISCREPANCIES BEFORE PERfORMING ANY WORK IN THE
AFFECTED AREA.
THE CONTRACTOR SHAll EXERCISE EXlREME CAUl10N IN AROO OF BURIED
Ul1L1TIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VAAIOVS
UTlU1Y COMPANIES. IN ORDER 10' PERMIT MARKING THE LOCATIONS Of' EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALtlNG "SUNSHINE.'
AT 1-800-432-4770. n~E CONTRACTOR IS RESPONSIBLE FOR CONTAcTING ALL
UTlUTIES NOT INCLUDED IN ll-!E .SUNSHINE" PROGRAM.
TIlE CONTRACTOR IS RESPONSIBLE FOR REPAIRING />N( DAMAGE TO EXISTING
fACILmES, ABOVE OR BELOW GROUND, lHAT MAY OCCUR I>S A RESULT OF 11iE
WORI< PERFORMED BY Tl1E CONTRACTOR.
AlL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO eASE AND SURFACE CONSlR\JCT10N.
IT IS niE CONTRACTOR'S RESPONSIBILl1Y 10 BECOME FAMILIAR W1Tl1 111E PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. 111E
CoNtRACTOR SHALL OBTAIN ALL NECESSARY PERWTS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
5.
6.
7.
8.
9. 111E CONTRACTOR SHALL SUBMIT FOR APPROVAL TO mE OWNER'S ENGINEER, SHOP
DRAWINGS ON All PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM 111IS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION lMAY RESULT IN REMOVAl AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOIl PRIOR TO SUBMITIAL TO THE
OWNER'S ENGINEER.
10. AT LEAST mREE (J) WORKING DAYS PlllOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY Tl1EM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDUl~. AND OTl-lER INFORMATION f>S REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIfYING THE ENGiNEER. OR WITl10UT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT M Tl1E CONTRACTOR'S
EXPENSE.
11. BACKfllL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6- LAYERS UP
ro A lEVEL OF AT LEAST ONE FOOT ABOVE TI-lE TOP OF WE PIPE. IN AREAS TO
BE PAVED, 8ACKflLL SHALL BE COMPACTED TO 100" MAXIMUM DENSITY f>S
DETERMINED BY MSHTO T-99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000:
P.S.!. IN 28 DAYS, UNLESS OTHERW1SE NOlED.
1 J. .ALL PRIVATE AND PUBUC PROPERTY AFFECTED BY THIS WORK SHALL 81:: RESTORED
TO A CONDITION EQUAl:. TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFlCAlLY EXEMP1ED BY 111E PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
0111ER CONSlRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEWED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SAllSFACTORY STAND OF
GRASS. ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING. AND GRASSING WORK,
AND OTHER EROSION WORK REqUIRED, WILL BE PERFORME:D BY Tl1E CONTRACTOR,
UNTIL 111E SYSiEM IS ACCEPTED fOR MAINTENANCE, BY THE: REGVLATORY AGENCY
AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY Tl1E ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS. AND ASPHALT RESULTS. ml:: SOILS ENGINEER IS TO CERTIFY
TO Tl1i: ENGINEtR OF RECORD. IN WRITING. THAT ALL TESnNG REQUI~EMENTS,
REQUIRED BY THE: LOCAL REGULATORY AGENCY. AND 111E tlORIDA DEPAATMENT OF
TRANSPORTATION (FOOl). fOR Tl1E IMPROVEMENTS. AS REQUlRED 8Y THE
ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISflED.
,16. THE CONTRACTOR SHALt MAINTAIN A COPY OF THE APPROVED PlANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. n1ESE DRAWINGS DO. NOT INCLUDE NECESSAAY COMPONENts FOR CONSTRUCTION
SAFElY. 111E CONTRACTOR IS SOLELY RESPONSIBLE FOR ME'MS AND METHODS toR
CONSTRUCTIONSlTE SAFETY.
18. ALL SODDING. SEEDING AND MULCHING SHAlL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBlE FOR MAINTAINING THESE
AREAS U~L. Tl1E PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
ClEARiNG AND GRUe81NG ~OTtS
'"
1. PRIOR TO At<< SITE CLEARING, ALL','TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHAlL BE PROTECTED IN ACCORDANCE WfTH 111E LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN TI-lESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBIUlY TO MAINTAIN Tl1ESE TREES IN
GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
WRITTEN APPROVAL mOM THE OWNElt
2. THE CONTRACTOR IS TO PREPARE Tl1E SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE. WITH THE: SOILS TESTING REPORT. COPIES OF Tl1E
SOILS REPORT ME AVNLABLE THROUGH 'THE OWNER OR ll~E SOILS TESTlNG
. COMPANY. QUESTlONS REGARDING SITe: PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO TIlE SOILS TESTING COMPANY.
J. THE CONTRACTOR SHALL ClEAR AND GRUB, ONLY THOSE PORTIONS OF TI-lE SITE,
NECESSARY fOR: CONSTRUCTlON. OlSTURBED AREAS WILL BE SEED EO, MULCHED, OR
PlANTED WITH OTl1ER ApPROVED LANDSCAPE MATERlAIL IMMEDIATELY FOLLOWING
CONSTRUCTiON.
4. THE TOP 4- TO 6" Of GROUND REMOVED DURING CLEARING ANDI GRUBBING SHAlL BE
STOCKPILED AT ^ SITE DESIGNATED BY 111E OWNER TO BE USE[) FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRtCtED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHAlL BE DISPOSED OF
OFF-SITE IN ACCORDANCE Willi APPLICABLE REGULATIONS. ONLY "GRADING aY
HAND'- IS PERMITIED WITHIN niE CANOPY tiNE OF TREES THAT ARE TO REMAIN.
6. 111E CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR R[MOVING Atff
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBllIlY TO NOT1FY ALL UTIUTY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACIUTlES PRIOR TO REMOVING OR DEMOliSHING
a. niE CONTRACTOR WILL BE RESPONSIBLE fOR MAKING A VISUAL INSPECTION OF 111E
SITE AND WILL BE RESPONSIBLE rOR THE: DEMOUTION AND REMOVAl OF ALL
UNDERGROUND ~D ,6,BOYE GROUND STRUCTURES THAT WilL NOT BE INCORPORATED
WIll-! THE NEW FACILITIES. SHOULD Atff DISCRE:PANCIES EXIST Wlm 111E PlANS,
THE CONTRACTOR SHALL BE RESPONSIBLE: FOR CALLING mE OWNER AND REQUESTING
^ ClARIFICATION OF Tl-iE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN 111E VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED IiAY 8ALES,
SOD. STONE, ETC., WHICH SHALL BE MNNTAINED AND MODIFIED f>S REQUIRED ay,
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
mE START Of CONSfRUCTlON AND MAINTNNED UNTIL CONSTRUCTION IS COMPLETE.
t 1. WHEN CONSTRUCllON IS COMPLETED, THE RETENTION/DETENTION MEAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS" AND RE-SODDED IN ACCORDANCE
TO ll-!E PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY,
STREETS, STORM: SEWERS. WATERWAYS, AND EXISTING WETLANDS.
~
~
HORIZONTAl, SEPARATION 9ET\rtEN UNO€RGROuNO WA'T[RIJAiNS AND SANITARY OR STOR'"
stWtRS. WASTE"ATER ~ StwtR F'00Ct IU.lNS AND RtCt)JU(D WAtER PIf)Wt04ES-
(A) NEW. OR RELOCATED, UNDERGROUND WATER MAINS SHALL SE LAID TO PROVIDE A
HORIZONTAL DISTANCE Of AT lEAST THREE FEET BE1WEEN THE OUTSIDE OF 111E WATER
MNN AND TI-lE OUTSIDE OF Atff EXISTING OR PROPOSED sTOR~ SEWER. STORMWt\TER
FORCE MAIN, OR PIPE.1..JNE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF
CHAPTER 62- 610, FAC.
(B) NEW OR RElOCATED, UND~GROUND WATER MAINS S/-lALL BE LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT lEAST THREE FEET, AND PREFERAeLY TEN FEET, BETWEEN
111E OUTSIDE Of' THE WATER MAIN AND 111E OUTSIDE OF I>Nf EXISTING OR PROPOSED
VACUUM-1'(PE SANITARY SEWER.
(C) NEW OR RElOCATED. UNDffiGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST SIX FEET, ANID PREFERABLY TEN FEET, BElWEEN THE
OUTSIDE OF 111E WATER MAIN AND THE OUTSIDE OF ANf EXISTING OR PROPOSED
GRAVlTY- OR PRESSURE-1'(PE SANITARY SEWER, WASTEWATER FORCE ~.A1N, OR PIPELINE
CONVEYING RECLNMED WATER NOT REGULATED U;NDER PAAT III OF CHAPTER 62-610,
F.A.C. mE MINIMUM HORIZONTAL SEPAAAllON DISTANCE BETWEEN WATER MAINS AND
GRAVllY- TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE Tl1E BOTIOM
OF 111E WATER MNN \S LAID AT lEAST SIX INCHES ABOVE Tl1E TOP OF 111E SEWER.
(D) NEW OR RELOCATED. UNDERGROUND WATER MAINS SHALL BE LAI!} TO PROVIDE A
HOR1ZONlN. DISTANCE OF AT lEAST TEN FEET BEtWEEN Tl1E OUTSIDE OF THE WATER ~.AIN
AND ALL PARTS OFftN'( EXISTING OR PROPOSED .ON-SITE SEWAGE TREATMENT AND
DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), f.S., AND RULE 6-4-E-6.002, F.A.C.
vtRTlCAt. SEPARATlQt-4 BETWtE~ UNOE:RCROUNO WATER J.WNS J.<<O SANITARY OR STOO,.. SEwtRS
WASTEWATER OR STQRtIWA1ER FORCt t,tAINS. ANO REOI..A1~ED WATER P1PElIM:S ·
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS; CROSSING Am
e:XISTING OR PROPOSED GRAVlTY- OR VACUUM-TYPE SANITAAY SEWER OR
STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT
lEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12
INCHES BElOW Tl-iE OUTSIDE OF THE OTl1ER PIPELINE, HOWEVER, IT IS
PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
(8) NEW OR ~ELOCATED, UNDERGROUND WATER MAINS; CROSSlNG ANY EXISllNG OR
PROPOSED PRESSURE-TYPE SANITARY SEWER. Wf>STEWATER OR STORMWATER fORCE
MNN, OR PIPEUNE CONVE:YING REClAIMED WATER SHALL BE LAlD SO Tl1E OUTSIDE
Of THE WATER MAIN IS AT lEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE
0111ER PIPEliNE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE
0111ER PIPELINE.
(C) AT TI-lE UTI LIlY CROSSINGS. DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE
fULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW Tl1E
omER PIPEtlNE SO TI-lE WATER MAIN JOINTS WilL BE AS FAR M3 POSSIBLE FROM
TI-lE ornER PIPWNE. ALTE~NATrvRY. AT SUCH CROSSING$. THE PIPES SHAlL BE
ARRANGED SO THAT AlL WATER MAIN JOINTS ARE At LEASl' THREE FEET FROM ALL
JOINTS IN VACUUM-I'(PE SANITARY SEWERS. STORM SEWERS. STORMW,\TER FORCE
MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGU!.ATED UNDER PART III OF
CHAPTER 62-610. FAC., AND AT LEAST SIX FEET fROM ALL JOINTS IN GRAVl1Y- OR
PRESSURE-1YPE SANITAAY SEWERS, WASTEWATER FORCE MAINS. OR PIPELINES
CONVEYING REClAIMED WATER NOT REGULATED UNDER POO III OF CHAPTER 62-610, FAC.
s.aJtllARV S(W(R t-{Olt~
1. ALL SANITARY SEWER MAINS & LATERAlS SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SAt.mARY SElVER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED Of
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE It/DlCATED ON THE
CONSTRUCllON DRAWINGS.
3. All SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICAll0NS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISllNG
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION! AND
ELEVMION OF EXISTING CONNECTION POINT AND NOflFY OWNER'S ENGINEER OF
ANY CONFUCTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHAlL CONFORM TO ASTM SPECifiCATIONS DESIGNAllON
D-3034-17C, IIA SOR 35. INSTALLATION OF SDR 35 PI?E SHALL BE IN STRICT
ACCORDANCE wrm THE REQUIREMENTS Of ASTM SPECifiCATION SECTION 02321.
ALL SANITARY SEWER PIPEliNES SHALL BE SOUD GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE ClASS 2QO. SDRl 21 .1~OLOR GREEN. WfTI-I A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE. P'LACED 1 FOOT I3ELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNErlC TAPE SHOULD READ
.FORCEMAlN-.
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WIlli ANSI A 21.50
(AWNA C 150) AND ~SI A21.51 (AWWA C 151). !DUCTILE: IRON PIPE SHALL
RECEIVE . INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8. OR A 21.51.
a. ALL SANITARY SEWER GRAVl1Y MAINS OR SANITAAY SEWER FORCEMNNS, THAli
REQUIRE D.I.P, ARE 1'0 a~ POLYliNE!) OR EPOXY LINED.
9. ALL SANITARY SEWER covms SHALL BE mAFFlC RATED FOR H-20 lOADING.
10. NEW MANHOLES SHALL BE CONSTRUCTED IN CONrOR~.ANCE WITH CllY STANDARD
DETAIL IS10-50, S30-1, $30-11 AND S40'-30. ALL PRECAST STRUCTU~ES SHAlL
HAVE AN INTEGRAL FLOOR ,AND Bf>SE RISER SECTION. NO DOG HOUSE STYlE
MANHOLES WILL BE ALLOWED. BY PASS PUMPING WILL BE REQUIRED TO MAINTAIN
PUBUD SANITARY SEWER FtOWS DURING mE CONSTRUCTION PROCESS. THE CITY
ENGiNEERINO DEPARTMENT MUST REVIEW/APPROVE ALL SHOP DRAWINGS ASSOCIATED
WITH THE MANHOLE CONSTRUCTION PRIOR TO FA8Rl CATION.
11. WHEN SffilNG THE NEW MANHOLE STRUCTURE. THE EXISTING VCP SEWER MAIN
WITHIN THE ALLEY MUST BE REMOVED TO UNDISTUR:BED PIPE BEDDING AND
REPLACEO WITH PVC. ONLY NEW PVC SHALL ENTm 111E NEW MANHOLE
STRUCTURE.
12. CONNECTIONS MADE WHICH JOIN OTI-lER PIPE MATERlIALS TO EXISTING VCP
MAINS SHAlL BE MADE USING A STAINlESS STEEL $HIEl!l:D SEWER COUPLING f.S
~ANUfACTURED BY MISSION RUBBER COMPANY. GASiKCf TO MEET ASTM C-425-91
TABLE 2,300 SERIES STAINLESS STEEl SHEAR RING WITH A NINIMUM 111ICKNESS
OF 0.012-, 316 SERIES STAINLESS STEEL CLAMPS ~VITH !IUT & aOLT TAKE UP,
SHEAR RING', AND ClAMPS TO MEET ALL REQUIREME~fTS Qf f>STM A-167.
TRANSfTlONAL SIZES TO UTILIZE A ONE PIECE GASKET. EXISTINQ CLAY PIPE
SHALL BE REMOVED TO UNDISTURBED PIPE BEDDING AND REPLACED WITH PVC OR
DIP AS APPROVED BY TI-lE CIlY.
SANITARY SE:~R TESTING AND INSPECTION REQURt'-lENTS
1. .ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACtOR~ CONTRACTOR TO NOllFY '!'HE ENGINEER 48 HOURS IN
ADV"NCE TO SCHEDULE INSPECllON.
2. Tl1E CONTRACTOR SHALL PERfORM AN EXFllTRATION TESi ON All GRAVllY SEWERS
INSTALLEO IN ACCORDANCE WIT\-i! 111E REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 200 GPD PER lNCH PIPE DIAMETER PER' MILE.
TEST RESULTS ARE TO Be: SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIF1CATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MNNS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH TI-lE REGULATORY AGENCY HAVlNG JU~ISDICTION. SAID TESTS
ME TO BE CERTIFIED BY 111EENGINEER OF RECORD AND SUBMlTIED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOllFICAllON OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILIlY.
.
SEC.
~ l'JYP. Po S., RNC.
PASCO COUNTY,
RIE.
FLORIDA
s.w.r.w.....D. I EROSION C~TRO!. NOTES
1. DURING CONSTRUCllON SEDIMENT IS TO REMNN ON SITE. 111l:: CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INIllATING AND DURING Alt. PHASES OF lAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. ROUGH EXCAVATE RrtEN110N AREAS.
3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCllON.
4. AFTER PAVING, GRADE RETENT10N AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD.
5. ALL DISTURBED CONOmONS SHALL BE RESTORED TO NATURAL CONDlT10NS, OR BETTER.
6. ALL SIDE SLOPES OF" RETENTION OR SWAlE AREAS SHALL BE STABIUZED BY VEGETATION
OR OTHER MATERIAlS TO MINIMIZE EROSION AND PROTECT 111E STORMWATER BASIN.
NOTE: PLAN CONFUCTS. SHOWN OR UNSHOWN. WITH OTl1ER EXISTING SITE IMPROVEMENTS
SHALL BE mE RESPONSI81L11Y OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT
OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES. POWER
G~b~~~0~~JE~6il:I~[~S U~1r ~R1?~~~G MJ8~~ w"~~IN5DM~~TER PADS
FENCE. HANORAlL, VALVES. HYDRANTS, GUY WIRES El!CTRIC BOXES Af.JD PIPELINES '
WHICH SHALL BE REPAIRED OR REINSTALLED f>S INCIDENTAL 10 THE COST OF' WORK SHOWN
HEREUNDER. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO RESOLVE ANY
CONFlJCTS PRIOR TO AWARD OF THE CONTRACT.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT 111ROUGHOUT
CONSTRUCTION. FNLURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRlCAOES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY
CHAPTERS 400-4- & 40D-40 FAC. INITlA110N OF CIVIL PENAl1Y PROCEDURES PURSUANT
TO SECTION 373.129. F AC, CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OffENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSllTUl1NG A
OffENSE.
MAINTENANCE ANQ OP~RATIONS INSPECTIONS fOR STORMWATER OfSCHARGE FAC1Utf
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FilLED WITl1 ANY OTHER
SUBSTANCE THAN STORMWATER.
J. SWALE AAOO SHALL BE KEPT CLEAN AND FREE: OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO' THE SYSTEM DOES OCCU.Rl.:THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WI111 THE APPROVED PLAN.
QPERATION &: MAINTENANCE OF T}1E STQRM>\'ATER SYS\~M
TI-lE OWNER SHALL PERIODICAl..LY MONITOR 111E STORMWATER SYSTEM JPIPE CONVEYENCE
SYSTEM AND RETENTION POND} FOR SILT AND SEDIMENTATION BUILD P. TI-lE PIPE
CONVEYANCE SYSTEM SHALL BE flUSHED, AS DEEMED NECESSARY NO LESS mAN lWlCE
A YEAR. AlL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. mE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTIOM FREE OF DEBRIS. IF WATER SiANDS IN
niE POND MORE THAN 48 HOURS 111E OWNER SHALL RAKE AND/OR SCARIFY mE POND
aOTIOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A '!tAR TO RESTORE mE
PERCOlAllON CHARACTERISTICS OF THE POND, n1E OWNER WILL BE RESPONSlBLE TO
MAKE SURE 111AT TO 111E BEST OF HIS A81LIlY NOTHING ENTERS Tl-iE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE n1E FUNCTIONING CAPABIU11ES OF THE SYSTEM,
I.E. GASOUNE'. OIL, GREASE. CHEMICAts, ETC.
TI-lE POND UNDERORAJN SYSTEM SHALL BE INSPECTED ANNUALLY ANDRETROFlTIED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT flLTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS /is WlTH lHE HANDLING OF HAZERDOUS WASTE. 111E SPENT FlLTER MATERIAL
SHALL BE DISPOSED OF IN ^ PERMITIED FACILIlY.
WORK IN rOOT RlGHTS..or..WAY
1. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDH515, (LATEST EDIllON AS OF' 3/1/06).
2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDH104 & 105.
(LATEST EDIllON AS OF 3/1/06).
3. GUARDRAILS SHALL CONFORM TO fOOT INDI400, (LATEST EDITION AS OF 3/1/06).
4. ALL TRAFFlC STRIPES AND MARKINGS ARE TO BE LEAO-FREE, NON-SOLVENT BASED
THERMOPLASTIC. TI-lE PERMlmE SHALL FURNISH THE DEPARTMENT Vv1ll-! THE
MANUFAC11JRER'S CERllflCATION TI-lAT "THE THERMOPLASTIC IS "LEAD fREE-.
5. REFIl.ECTIVE PAVEMENT MARKERS SHALL MEET TI-lE REQUIREMENTS Of FOOT
SPECIFICATION SECTION 706, (LATEST EDIllON AS OF 3/1/06).
6. ALL SIGNS W\nilN FOOT RIGHT-Of-WAY SHALL MEET 111E REQUIREMENTS OF FOOT
SPECIFICATION SECTION 700. (LATEST EDIllON AS OF 3/1/06).
7. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WIlli FOOT
STANDARD INDEX NO. 17352, (LATEST EDIllON AS OF j/1/06).
8. STRIPING WITHIN FUOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE 'M1}l
FOOT STANDARD INDEX NO. 11346, (lATEST EDIllON AS OF 3/1/06).
9. SIGNS W1TI-1IN fOOT RIGHT-Of-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WIlli
FOOT STANDARD INDEX NO. 11860, (LATEST EDITION AS OF 3/1106) AND
SHALL BE PLACED IN ACCORDANCE ~TH FOOT STANDARD INDEX N<1. 17302,
(LATEST EDmON AS OF 3/1/06).
10. SIGNING AND STRIPING WITHIN FOOT RIGHT-Of-WAY SHALL BE IN ACCORDANCE
Wln1 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEViCES (MUTeD).
(LATEST EDmaN AS OF 3/1/06).
11. ALL WORK PERFORMED 'MTI-lIN THE FLORIDA DEPARTMENT Of TRANSPORTATION
RIGHT-OF-WAY CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECifiCATIONS
FOR ROAD AND BRIDGE CONSTRUCllON, (LATEST EDmaN AS OF 3/1/06),
(ako: STANDARD SPECS).
8.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDAROS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERAllONS
ON WE STATE HIGHWAY SYSTEM. (LATEST EDIllON AS Of ;5/1/06), (aka:
STANDARD INDE>C). COMPUANCE WlTI-I ALL APPUCABL~ INDICES IS REQUIRED.
C.) flORIDA DEPARThlEN1' OF TRANSPORTATION ROADWAY PLANS
PREPARATION MANUAL VOLUME 1. CHAPTER 2 OR 25.
(LATEST EDIllON AS Of 3/1/06).
D.) flORIDA DEPARThlENT OF TRANSPORTAllON flEXIBLE PAVEMENT DESIGN
MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION,
(LATEST EDITION AS OF 3/1/06).
12. TRAfFIC CONTROL & SIDEWALK CLOSURES ARE TO BE PER FOOT INDICES N600 AND H823.
(LA TEST EDI110N AS OF 3/1/06).
13. TI-lE APPLICANT MUST NOTIFY' THE FLORIDA DEPT. OF TRANSPORTATION - lOCAL
MAINTENANCE OFFICE fa HOURS IN ADVANCe: OF STARTING PROPOSED WORK.
CALL: PINELLAS COUNlY, FRED UOHNSON C (727) 570-5101.
14. BEfORE CONSTRUCTION IS TO BEGIN, THE APPUCANT SHALL DELIVER TO THE F"LORtDA Dt?T.
OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT TI-lE APPLICANT OR 111E
APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE L1ABIUTY INSURANCE POUCY IN
ACCORDANCE WIlli THE REQUIREMENTS Of F.A.C" RULE CHPT. 14-96.007(5)(C)e.
15. THE DEPARTMENT REQUIRES DOCUMENTATION Of SUCCESSFUL COMPLETION OF AN APPROVED
WORK ZONE TRAFfiC CONTROL TR.AmING COURSE fOR THE AGENCY, Ul1UTY OR CONTRACTOR
EMPlOYEE(S) INSTALLING AND/OR MAINTAINING TI-lE APPROVED MAINTENANCE OF TRAFfiC OF
TRAFFIC PLAN. DOCUMENTATION IS TO BE FURNISHED TO WE DEPARTMENT AT THE
PRE:"'CONSTRUCTION MEETING OR BEFORE OCCUPYING STATE RIGHT-Or-WAY. ALL LANE
CLOSURES MUST BE APPROVED IN ADVANCE BY flORIDA OEPARTI-AENT OF TRANSPORTATION.
REV.' DATE
REVISION
BY
C. Fred Deuel and Associates, Inc.
CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
ST. PETERSBURG. ZEPHYRHILLS
~OTItt lO All. CONTAACtORS ANO DEvtLOPtRS
St. Petersburg Main Ofnce:
1620 First Avenue North
st. Petersburg, Fl 33713
Phone: (727) 822-4151 rax: (727) 821-7255
Zaphyrhms Branch Office:
5151 Gall Boulevard
Zephyrhllls. F'L 33541
Phone: (813) 782-6717 tax: (813) 782-5-428
THE DOMESTIC WATER SYSTEM AND 111E STORM DRAIN flLTER SYSTEM fOR TI-lIS PROJECT .M!m" BE
INSPECTED BY OUR OfFiCe: IN ORDER Tl1AT Tl1EY BE CERTlflED TO Tl1E APPROPIATE GOVERNMENTAL
AGENCY. IT IS, mEREFORE. IMPERATIVE THAT OUR OFFICE BE :NOTlflED AT LEAST 24 HOURS PRIOR
TO BACKFILLING OVER THESE FACIUTIES. f'AILURE TO DO SO WILL RESULT IN iHESE FACILITIES
HAVING TO BE UNCOVERED AND INSPECTED BEfORE A CERTIFICATE OF OCCUPANCY IS ISSUED.
YOUR CERTlFlCATE OF OCCUPANCY WILL BE WITHHELD UNTIL THE MAnER IS RESOLVED.
C. FRED DEUEL & ASSOCIA1ES, INC.
(727) 822-4151
./Votes &- Spe~iftcatz'ons Plan
PROPOS'S'/} OFF/Cff Bt//.l/J/HC
for zq~,_l'A;Y J?~7'ffY
~ - C::/A 7 -' 1/-
( -Oof~/~z U/OG
flORIDA SU~OR'S REGlSTRA nON NO.
flORIDA ENGINEER'S REGISTRATION NO. ~~qlo
OF
4}
Zephyrhil!s
FLORIDA
WORK ORDER No.1 14454- -ZH
DATE: 02/27/06
SCALE: NONE
SHEET
No.
DESIGN:
DRAWN:
CHECKED:
4}