FLD2003-06025 (2)
FLD2003-06025
1350 GULF BLVD
UTOPIA
PLANNER OF RECORD: MHR
ATLAS # 303B
ZONING: HDR
LAND USE: RH
'1'
RECEIVED: 06/13/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
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JOB NO, 2XlJ9
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COLLMANNKARSKV
ASSOCIATES
fULL SERVICE ARCHITECTURE,
INTERIORS & fACILITIES MANAGEMENT SERVICES
July 21,2003
Mr. MIchael Reynolds, AICP
CIty of Clearwater Planning Department
MUnIcIpal ServIces BUIlding
100 South Myrtle Ave.
Clearwater, FL 33756
Re: UtopIa- Sand Key COndOmInIUmS
1350 Gulf Blvd.
Clearwater, FL
Dear Mr. Reynolds,
As the designer and Project Architect for the above referenced project, I offer the follOWIng comments
on the approach to the desIgn:
Project Goals:
. The neIghbonng propertIes to thIS site are predomInantly high-rise cOndOmInIUmS in the
twenty (20)-story range, far taller and more massive than thIs project IS planned as an 8
story. The nature of a bUIldIng mass In compliance wIth the fleXIble zoning
requirements for this site would be small and stocky. It's our goal to provide design
features that wIll both emphaSIze the vertIcality of the bUIldIng and prOVIde a lighter,
less chunky mass.
. The Owners goal for this project IS to create a modem looking bUIldIng with a hint of
the "South Beach" look (Art Deco). Rather than lIterally emulatIng the Art Deco style,
however, the goal was to offer a fresher and cleaner look by emphasizing the maSSIng
and artIculated elements, and mInimiZIng the dIvergent colors. ConSIstency and
SImplICIty IS key to the success of thIS style of desIgn.
. The neighborhood IS filled wIth eclectIc design styles; there is no domInant approach.
It was determIned the best deSIgn tactIc was to complIment the existing fabnc In a
restrained way, allowing the building to have an attractive presence without IntrudIng
on or creating tenSIOn WIth the design styles of it's neighbors.
Initial Submission:
. The InItIal submission for thIS project Included qUIck deSIgn studIes, hastily created to
meet the submISSIon deadlIne (we had been workIng on the project for two weeks).
. After submitting the plans, our team held a deSIgn charette, evaluatIng the work to see if
It successfully met our design criteria.
. COIncidently, we Independently dIscovered similar Issues to those mentioned in the
deSIgn comments In the DRC Staff ReVIew of thIS Project. We understand and are
supportive of the cntIcIsm offered in the DRC Staff Comments.
303 MAIN STREET
DUNEDIN, FLORIDA 34698
(727) 733-0491 0 FAX (727) 733-3316
E-mail: architect@collman-karsky.com
www.collman-karsky com
AAC001629
4301 ANCHOR PLAZA PARKWAY, S-100
TAMPA, FLORIDA 33634
(813) 884-2000 0 FAX (813) 884-0700
Revised Submission:
· We believe that we have successfully addressed the DRC Comments in our revIsed
desIgn of the bUIldIng.
· Both the east and west elevattons have SIgnIficant animated elements that contribute to
the design VISIOn. Both the ends and the middle have deep recesses, allOWIng two
narrow towers to thrust forward, providIng strong vertical elements, that elongate these
WIngs.
· To further enhance the vertIcalIty, the east towers are splIt WIth a muscular vertIcal
ladder element that causes the bUIldIng to appear taller.
· On the West elevation, piercing vertIcal fins bisect the thrusting balcony's, causing a
more vertIcal look to the elevatIOn.
· Both the east and west elevations have outward movmg lower levels, stressIng the
horizontal, allowing the buildIng to gracefully embrace the ground.
· The North and South elevattons (very similar) are based on the deSIgn elements of the
east SIde. The centered glass block window is broken Into multiple "panes" to mImIC
the east side glaZIng patterns. Twin vertIcal ladder elements (taken from the east
elevatton) break up the bUIldIng masses in a playful manner, addIng shade and shadow
to ammate the plane.
· The deep recessed balcomes on all sides offer a play on poslttve and negative space,
prOVIdIng the articulatton necessary for deep shadows that create visual sttmulatton.
. The building mass relIes on simple geometrIC elements to build an articulated pattern
that provides relIef to the large buildIng masses. The style IS kept neutral in nature,
tryIng to avoid conflict and tension with neighboring properties.
· The color of the maIn mass of the bUIldIng IS left as a neutral white, allowing the azure blue
colored glass masses to stand out as jewels, blendIng In with the sky. The contrastIng cool gray
color of the metal roofs, handraIls, and window frames provide VIsual clues to dIrect the eye to
key building elements.
It's my belIef that the building deSIgn presented WIll gracefully fit into ItS neighborhood, assuming a supportive
role In the urban fabric as It'S massing would suggest. It should be noted that the reVIsed design has been shown
to the adjacent neighbonng properties, and It was well received. I belIeve that it WIll be viewed as a posittve and
unobtrusive addltton to Sand Key.
Please feel free to contact me WIth any concerns on thIS matter.
SIncerely,
~ Mend nh.II, AlA
VIce PreSIdent
Collman & Karsky Architects
&f!&t co~
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J~
COLLMAN&KARSKY
ASSOCIATES
FULL SERVICE ARCHITECTURE,
INTERIORS & FACILITIES MANAGEMENT SERVICES
...
July 21, 2003
..
Mr. MIchael Reynolds, AICP
City of Clearwater Planmng Department
MumcIpal ServIces BUIldmg
100 South Myrtle Ave.
Clearwater, FL 33756
Re: UtopIa- Sand Key CondommIUms
1350 Gulf Blvd.
Clearwater, FL
Dear Mr. Reynolds,
As the designer and Project Architect for the above referenced project, I offer the followmg comments ,
on the approach to the deSIgn:
Project Goals:
. The neIghbonng propertIes to this site are predommantly hIgh-nse condommIUms m the
twenty (20)-story range, far taller and more massive than this project IS planned as an 8
story. The nature of a bUIldmg mass m compliance with the fleXIble zoning
reqUIrements for this site would be small and stocky, It's our goal to provIde design
features that will both emphasIze the verticalIty of the building and provide a lIghter,
less chunky mass.
. The Owners goal for this project IS to create a modem lookmg bUIldmg WIth a hmt of
the "South Beach" look (Art Deco). Rather than lIterally emulating the Art Deco style,
however, the goal was to offer a fresher and cleaner look by emphaslZlng the massing
and artIculated elements, and mmImIzmg the dIvergent colors. ConSIstency and
simplicity is key to the success of thIS style of deSIgn.
. The neighborhood IS filled with eclectIC deSIgn styles; there IS no dommant approach.
It was determined the best deSIgn tactIc was to complIment the eXIstmg fabnc m a
restramed way, allowmg the bUIldmg to have an attractIve presence without intruding
on or creating tension WIth the deSIgn styles of it's neighbors.
Initial Submission:
. The mItIal submISSIOn for thIS project mcluded quick deSIgn studIes, hastIly created to
meet the submission deadlme (we had been workmg on the project for two weeks).
. After submItting the plans, our team held a deSIgn charette, evaluatmg the work to see If
It successfully met our deSIgn cnteria.
. ComcIdently, we mdependently discovered similar issues to those mentIOned m the
deSIgn comments m the DRC Staff ReVIew of this Project. We understand and are
supportive of the cntIcIsm offered in the DRC Staff Comments.
303 MAIN STREET
DUNEDIN, FLORIDA 34698
(727) 733-0491 0 FAX (727) 733-3316
E-mail: architect@collman-karsky.com
www.collman-karsky.com
AAC001629
4301 ANCHOR PLAZA PARKWAY, S-1 00
TAMPA, FLORIDA 33634
(813) 884-2000 0 FAX (813) 884-0700
'-
,
r...
Revised Submission:
· We believe that we have successfully addressed the DRC Comments m our revised
design of the bUIldmg.
· Both the east and west elevatIOns have sIgnIficant ammated elements that contribute to
the desIgn vision. Both the ends and the mIddle have deep recesses, allowing two
narrow towers to thrust forward, provIdmg strong vertical elements, that elongate these
wmgs.
· To further enhance the verticality, the east towers are split wIth a muscular vertical
ladder element that causes the bUIldmg to appear taller.
· On the West elevation, piercing vertIcal fins bIsect the thrusting balcony's, causmg a
more vertIcal look to the elevation.
· Both the east and west elevatIons have outward moving lower levels, stressmg the
horizontal, allowing the bUIldmg to gracefully embrace the ground.
. The North and South elevatIOns (very sImilar) are based on the desIgn elements of the
east side. The centered glass block wmdow IS broken into multiple "panes" to mImIC
the east sIde glazmg patterns. Twin vertIcal ladder elements (taken from the east
elevatIOn) break up the bUIldmg masses m a playful manner, addmg shade and shadow
to ammate the plane.
. The deep recessed balcomes on all sIdes offer a play on positive and negatIve space,
providmg the articulation necessary for deep shadows that create VIsual stimulation.
· The building mass relies on SImple geometrIC elements to build an articulated pattern
that provides relief to the large bUIldmg masses. The style IS kept neutral m nature,
trymg to avoid conflict and tenSIOn wIth neIghboring propertIes.
· The color of the main mass of the bUIldmg IS left as a neutral white, allowmg the azure blue
colored glass masses to stand out as Jewels, blending in wIth the sky. The contrasting cool gray
color of the metal roofs, handrails, and window frames prOVIde visual clues to dIrect the eye to
key buildmg elements.
..
It's my belIef that the bUIldmg desIgn presented will gracefully fit into ItS neighborhood, assummg a supportive
role in the urban fabnc as it's massmg would suggest. It should be noted that the reVIsed desIgn has been shown
to the adjacent neighbonng propertIes, and it was well received. I belIeve that it will be viewed as a posItIve and
unobtrusive addItIon to Sand Key.
Please feel free to contact me wIth any concerns on this matter.
SinC;m
Irl.M~
Vice PreSIdent ,
Collman & Karsky Architects
"
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I OCT 2 3 200~ ii:,
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~PLh~f\!!:\JG eo t . I. '" t , (:;' .,'.. ...",
: l' l\'OF ,", .: .
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KARLEEN F. DE BLAKER, CLERK OF COURT
PINELlAS COUNTY, flORIDA (727) 464-3000
---------------------------------------
4C206f~ 10-22-2003 11:34:42 JTF
51 AGR-DAL TON SAND KEY
I 005960
1#:03451628 BK:13159 SPG:1762 EPG:l772
RECORDING 011 PAGES 1 $51.00
DOG STA"fP - DR219 3 $.70
----
TOTAL: $51. 70
C~CK Atff. TENDERED: $51. 70
CHANGE: too
---------------------------------------
TtlANK YOU VERY MUCH
---------------------
1,:1.0
" . \
TIllS INSTRUMENT PREPARED BY
AND RETURN TO:
Jeffrey T. Shear, Esquire
Ruden, McClosky, Smith, Schuster
& Russell, P.A.
2700 SunTrust Financial Centre
401E~tJacksonStre&
Tampa, Florida 33602
SANITARY SEWER EASEMENT
TillS SANITARY SEWER EASEMENT (the "Easement") is entered into this ~ , ~y
of D<:..~e.s- ,2003, by and between DALTON SAND KEY, LLC., a Florida
limited liability company ("Grantor") and TAUB BEACH PROPERTIES, INC., a Florida
corporation ("Grantee") and is made in reference to the following recitals offacts:
RECITALS:
WHEREAS, Grantor is the fee simple owner and developer of that certain parcel of real
property which is to be developed as a residential condominium described in Exhibit" A" attached
hereto and incorporated herein (the "Grantor Parcel"); and
WHEREAS, Grantee is the fee simple owner of that certain parcel of real property which is
to be developed as a residential condominium located adjacent to the Gantor's Parcel, more
particularly described in Exhibit "B" attached hereto and incorporated herein ( the "Grantee
Parcel"); and
WHEREAS, Grantor and Grantee entered into that certain Lease Termination and Parking
Easement Agreement dated June of2003, and recorded in O.R Book 12879, Page 1021 of the Public
Records of Pine lias County, Florida; and
WHEREAS, pursuant to said Lease Termination and Parking Easement Agreement, Grantor
was required-to construct Grantor's sanitary sewer line to Grantee's property line, which requirement
is now being replaced by the terms of this Easement; and
WHEREAS, Grantor has agreed to construct, on Grantor's property, a lift station that will
serve the Grantor's Property and the Grantee's Property and Grantor shall also construct sanitary
sewer lines from the lift station to Grantee's Property line, all at Grantor's sole expense.
WHEREAS, Grantor agrees to create an easement over, under, through, and across portions
of the Grantor's Parcel in favor of and for the benefit of the Grantee Parcel, which is subject to the
tenus and conditions set forth below; and
TPA:294440:2
1
. 1
NOW, THEREFORE, in consideration of the mutual promises contained herein and for
other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,
the parties would agree and covenant as follows:
1. REelT ALS. The statements contained in the recitals offacts set forth above are true
and correct and hereby incorporated into this Agreement.
2. GRANT OF EASEMENT. Grantor for itself and its successors and assigns, hereby
creates, grants and gives to Grantee, its respective successors and assigns, for the benefit of the
Grantee Parcel the following easement:
A perpetual, non-exclusive easement for the purpose ("Intended Purposes") of
utilizing, repairing, and maintaining sanitary sewer lines through and across that real property
described and illustrated on Exhibit "e" attached hereto and incorporated herein. The easement
granted hereunder includes the right to enter upon said easement to maintain and repair the -
improvements and facilities located within such easement. The easement described in this Paragraph
2 is hereinafter referred to as the "Sanitary Sewer Easement".
3. SANITARY SEWER EASEMENT.
A. Desie-n Build. Grantor has agreed to design the lift station and related
sanitary sewer lines ("Improvements") within the Sanitary Sewer Easement to accommodate
Grantor's needs and the needs of a 29 unit residential condominium building on the Grantee Parcel
(the "Grantee Development"), including constructing sanitary sewer lines from the lift station to
Grantee's property line at no cost to Grantee.
B. Construction. Grantor shall construct the Improvements within the Sanitary
Sewer Easement in order to accommodate the needs of its development as well as the Grantee
Development.
c. Operation. Grantor shall procure, operate and maintain the lift station in a
commercially reasonable marmer. Grantor shall not be liable to Grantee for any damages on account
of any failure of the lift station to operate as designed unless the failure is a result of grossly
negligent acts by Grantor.
4. MAINTENANCE OF SANITARY SEWER EASEMENT.
A. Maintenance ofSanitarv Sewer Easement. Grantor shall be responsible for
effecting all necessary and reasonable maintenance, repair, replacement and reconditioning of the
Improvements within the Sanitary Sewer Easement, the cost of which will be shared equally by
Grantor and Grantee. Grantor shall submit an invoice to Grantee on an armual basis outlining the
overall maintenance costs for the Sanitary Sewer Easement and each parties share of such costs.
Grantee shall submit full payment of each such invoice within thirty (30) days from its receipt of the
TPA:294440:2
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: same. In the event any such invoice is not timely paid, then Grantor may charge interest on the
amount due equal to the highest rate allowed by law until paid.
B. Remedv for Non-Performance of Maintenance. If Grantor shall default in
, the performance of its maintenance obligations hereunder, then the Grantee, in addition to all
remedies it may have at law or in equity after reasonable notice under existing circumstances to said
Grantor, shall have the right to perform such maintenance obligation on behalf of Grantor. In such
event, the Grantor shall promptly reimburse the Grantee the cost thereof, together with interest
thereon from the date of outlay at the highest rate of interest allowed by law on a per annum basis. In
the event of a maintenance emergency, Grantee may perform the required maintenance and may
collect reimbursement from Grantor as prescribed in this subsection.
C. Reimbursement for Costs of Maintenance. To the extent that Grantor or
Grantee is entitled to reimbursement for costs of maintenance as described herein, the party entitled
to such reimbursement shall provide the party from which reimbursement is due a request for
payment thereof accompanied by an invoice for such maintenance work. The party from which
reimbursement is due shall reimburse the party entitled to such reimbursement within thirty (30) days
of receipt of said request and invoice. In the event the party from which reimbursement is due fails
to make timely payment to the party entitled to such reimbursement, then said cost shall accrue
interest at the highest rate of interest allowed by law on a per annum basis from the date such
payment was due in full as aforedescribed.
D. Lien for Reimbursement of Maintenance Costs. Any such claim for
reimbursement as set forth herein, together with interest thereon as aforedescribed, shall be secured
by a lien on the defaulting party's parcel and the improvements thereon owned by said defaulting
party, which lien shall be effective upon non-defaulting party's recording of notice thereof in the
public records of Pinellas County, Florida. The non-defaulting party may enforce said lien in the
same manner as a construction lien under Fla. Stat. chapter 713.
5. COMPLIANCE WITH LA WS AND REGULATIONS: RECIPROCAL
INDEMNIFI CA TI ON. Grantor and Grantee shall, with respect to this Agreement, comply with all
laws, rules, regulations and requirements of all public authorities (collectively, the "Laws''), and
shall indemnify, defend and hold each other harmless against all claims, demands, loss, damage,
liabilities and expenses and all suits, actions and judgments (including, but not limited to, costs and
attorneys' fees) arising out of or in any way related to said party's failure to maintain improvements
within the Sanitary Sewer Easement its respective property in compliance with the Laws. Each party
shall have prompt and timely no~ice of any claim made or suit or action commenced against any
other party which in any way would result in indemnification under this Agreement.
6. PUBLIC LIABILITY INSURANCE. Each owner of the Grantor Parcel and the
Grantee Parcel shall at all times during the term of this Sanitary Sewer Easement maintain
comprehensive public liability insurance with respect to the easement granted herein in amounts
determined to be sufficient by their respective boards of directors without regard to the amount and
type of coverage by the other party.
TPA:294440:2
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7. NOTICE. All notices and other communications required or permitted to be given
hereunder shall be in writing and shall be mailed by certified or registered mail, postage prepaid, or
by Federal Express, Airborne Express, or similar overnight delivery service, addressed as follows:
If to Grantor:
Dalton Sand Key, LLC
:;;::>0&01 ~,",l&:: lS{()d)
-:::r:;;,OI~ ~~ p. S"S'/ S.)"
Attention: ~ Ly'iM. <;.
If to Grantee:
Taub Beach Properties, Inc.
2905 Bayshore Boulevard
Suite 202
Tampa, FL 33629
Attention: Brian Taub
After the Condominium is recorded containing
Grantor's property notice shall be given to:
Bella Rosa Condominium Association, Inc.
1370 Gulf Boulevard
Clearwater, FL 33767
With a copy to:
Ruden, McClosky, Smith, Schuster & Russell,
P.A.
401 East Jackson Street, Suite 2700
Tampa, FL 33602
Attention: Jeffrey T. Shear, Esq.
8. GOVERNING LA W. This Agreement shall be construed and enforced in
accordance with the laws of the State of Florida. Venue for any action arising hereunder shall lie in
the appropriate court having jurisdiction in Pinellas County, Florida.
9. ENFORCEMENT. In the event of any violation or threatened violation by Grantor
or Grantee of any of the terms, covenants and conditions of this Agreement, the other party shall
have the right, but not the obligation, to enjoin such violation or threatened violation in a court of
competent jurisdiction in Pinellas County, Florida. The right ofinjunction shall be in addition to any
and all other remedies under statute, at law or in equity or under this Agreement, including, without
limitation, specific performance of this Agreement.
10. ATTORNEYS' FEES. The prevailing party in any litigation involving this
Agreement shall be entitled to recover from the non-prevailing party all attorneys' fees, paralegal fees
and costs incurred in connection with such litigation or appeal, or otherwise, including reasonable
attorneys' fees and paralegal fees in the enforcement of any indemnity hereunder. The owners or, if
applicable, the lessee, of the properties herein described shall only be liable for any violation of this
Agreement during their respective periods of ownership, or tenancy, and in the event any action is
brought for recovery of monetary damages for any breach hereof, the claimant shall look solely to the
interest ofthe then owner or, if applicable, the lessee, of the property in breach for the recovery of
such monetary damages.
11. NOT A PUBLIC DEDICATION. Nothing herein contained shall be deemed to be a
gift or dedication of any portion of the real property described herein to the general public or for
TPA:294440:2
4
. .,
general public purposes whatsoever, it being the intention of the parties that this Agreement shall be
strictly limited to and for the purposes herein expressed.
12. NO TmRD-PARTY BENEFICIARY. The provisions of this Agreement are for
the exclusive benefit of the parties, their heirs, successors, grantees and assigns, except as otherwise
provided herein, and not for the benefit of any third person, nor shall this Agreement be deemed to
have conferred any rights, express or implied, upon any third person. Notwithstanding the foregoing
language to the contrary, any owner or its successors and assigns may delegate its rights and/or
obligations hereunder to a lessee of its property and said lessee shall succeed to such delegated rights
and/or obligations of such party hereunder; provided that the owner of such property shall not be
released from its obligations hereunder as a result of such delegation.
13. SEVERABILITY. If any term or provision of this Agreement or the application
thereof to any person or circumstances shall, to any extent, be invalid and unenforceable, the
remainder of this Agreement or the application of such terms or provision to persons or
circumstances other than those as to which it is invalid or unenforceable shall not be affected
thereby, and each term or provision of this Agreement shall be valid and shall be enforced to the
fullest extent permitted by law.
14. MODIFICATIONS. Except as expressly provided herein, this Agreement may not
be modified in any respect whatsoever or rescinded, in whole or in part, except by the consent of
each owner of the Grantor Parcel and the Grantee Parcel, and then only by written instrument duly
executed and acknowledged by all of said owners, and recorded in the Public Records of Pinellas
County, Florida.
15. MA TTERS OF RECORD. The lands contained in and comprising the Sanitary
Sewer Easement may be used, granted, conveyed or encumbered by the owner(s) of the Grantor
Property for any and all purposes whatsoever, or to any person or entity whomsoever, so long as such
uses, grants, conveyances or encumbrances do not unreasonably interfere with the intended use of the
Sanitary Sewer Easement as described herein.
[SIGNATURES CONTINUED ON FOLLOWING PAGE]
TPA:294440:2
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IN WITNESS WHEREOF, the Grantor has caused this Agreement to be'~x~~t~'~'6ftlie
.. \'. ' .. ' ~
Effective Date as above written. '.' ~ : "::~'::, "::,:"~::-:~ ~ ':'
"GRANTOR" - '-:,:,~'~:{~'r,~~>> '< ,
DALTON SAND KEY, L~i~~IO~da
limited liability company " " "::,'
WITNESSES:
~~/E:~~~
Prill::;. IU~IJ~
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Pri~t N~e: bert LyoIl$ :',:..;:",J>,
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STATE OF FLQRIDA " . ' "
COUNTY OF -/7 ;tJ6i-l-A:S ,
The foregoing instrument was acknowledged before me this d I ~~ of i!J(!')c:JBd e:.
2003, by ROBERT LYONS as H {! Md'flt2 of Dalton Sand Key, LLC., a ~lorida limited
liability company, on behalf of the company. He is personally known to me or produced
as identification.. ' -,
~f.
I Print Name: "-.! ~4S R.. ~.t..l:!:Z'/I1'i$J~
My Commission expires: /0- /'0"7" oS- '
m"~~.."". JAMES R HOLCOMB JR
"'.....~I""!: Jl... . .
! \ Notary PublIC - State tI FIortda
a' 'i MyCcrnmissionEJpaQd10.2OlI5
~ W Commiuion' ODOIl41..
"rr.n':ft"l' Bonded By National Notary Alan. .
[SIGNATURES CONTINUED ON FOLLOWING PAGE]
TPA:294440:2
6
"GRANTEE"
TAUB BEACH PROPERTIES, INC., a Florida
corporation
Jifrn-ZC1 S"~
f/JL#1 tumK
Print Name: ~~ ~/K?IL
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was acknowledged before me this ~ ~ay of @d hell. . 2003,
by BRIAN T AUB, as President of Taub Beach Properties, Inc., a Florida corporation. l::Ie is
Qersonally known to ~ or produced as identification.
&!I~li~~
Print Name: -,EL/j~ .~ ~
My Commission expires:
~ Trudy F..-mer
1'..6 . Mi commilllM oD2288G
,~,1 expireS O<ItOt*2Q.:lOlJJ
TPA:294440:2
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A tract described as follows: From the Southeast comer of Section 19, Township,29:Sou~ Range
15 East (said corner being also the Northeast corner of Section 30, Township 29' So~~"RaD.ge 1 5
East), Pinellas County, Florida, run N.89004 '07"W, along the North boundary of ~ai(fSe~tion 30, a
distance of 2819.60 feet: run thence South a distance of 1012.67 feet to a point on,the.:centerline of
State Road No. 694 (County Road No. 208); run thence Northeasterly along the, centerline of said
State Road No. 694 along a curve to the right (radius - 1909.86 feet, an arc distari~ QfS72.13 feet
(chord - 569.99 feet, chord bearing - N.23023'25"E); run thence N.31058'io"'E;,.ito~g said
centerline a distance of 1393.67 feet; run thence Northeasterly along said centerline along a curve to
the left (radius -1909.86 feet), an arc distance of304.27 feet (chord-303.94 feet, chord bearing-
N.27026'30"E.) to a point of tangency of said centerline; run thence N.22050'39''E~ along said
centerline a distance of1843.70 feet; run thence N.67012'17"W. a distance of 50.00 feetto"a point
on the Northwesterly right-of-way line of said State Road No. 694, said point beingtbe'EaStemmost
corner of SAND KEY CONDOMINIUM - SOUTH BEACH 1, as recorded in Condomiriiwn Plat
Book 14, Pages 83 through 89, public records of Pinellas County, Florida;,:run 'thence
No.22050'39"E. along said Northwesterly right-of-way line of State Road No. 694:a diStance of
290.05 feet to a Point of Beginning. ' ,','
EXIllBIT "A"
, '
Grantor Parcel Legal Description
From said Point of Beginning, run N.67009'15"W., a distance of302.58 feet to across mark cut iri '
the cap of a concrete seawall as a line marker, continue thence N.67012'17"W. to the mean high
water line of the Gulf of Mexico to a point hereby designated for reference as Point "A"; beginning
again at the Point of Beginning, run N.22050'39"E., along said Northwesterly right-of-way line of
State Road No. 694 a distance oft 5 6.44 feet; run thence N .67012' 17"W., a distance of279.35 feetto
a cross mark cut in the cap of a concrete seawall as a line marker, continue thence N.67~12' 17"W. to
the mean high water line of the Gulf of Mexico; run thence Southwesterly along said mean high
water line to the previously designated Point "A". '
TPA:294440:2
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EXIllBIT "B"
Grantee Parcel Legal Description
A tract described as follows: From the Southeast comer of Section 19, Township 2~f$<?~ ,RJng~'15
.., -;. .,.~ . ' " ~
East (said comer being also the Northeast comer of Section 30, Township 29 Sou~;~g~:?~;~, EaSt)
Pinellas County, Florida; run North 89 deg. 04'07" West along the North boundary~ot~ifid;$ec<<on 30,
a distance of2819.60 feet; run thence South a distance of 1 012.67 feet to a pointoI(th~ceniedine of
State Road No. 694 (County Road No. 208); run thence Northeasterly along the' ~eBt~*iill'e of said
State Road No. 694 along a curve to the right (radius 1909.86 feet) an arc distaIi~~iit:$Vj~13 feet
(chord - 569.99 feet, chord bearing - North 23 deg. 23'25" East); run thence No~3.~i~:'d~i~~58'20"
East along said centerline a distance of 1393.67 feet; run thence Northeasterly alorig,~~(F~nterline
along a curve to the left (radius - 1909.86 feet) an arc distance of 304.27 feet (cliQ~:i3(j~;9fJ feet,
chord bearing - North 27 deg. 26'30" East) to a point of tangency of said centerline;:nm:ih~nceNorth
22 deg. 50'39" East along said centerline a distance of184 3.70 feet; run thence NOJ:tA~7 ~~g;'.12'17"
West a distance of50.0 feet to a point on the Northwesterly right-of-way line ofState~tiaa_N9~. 694,
said point being the Easternmost comer of SAND KEY CONDOMINIUM - SOtJ1"ft !3':eACH' 1, as
recorded in Condominium Plat Book 14, Pages 83 through 89, Public Records ot:Pin:~l~~'.county,
Florida; run thence North 22 deg. 50'39" East along said Northwesterly right-of-w~Y:lme',of State ,
Road No. 694 a distance of 446.49 feet to a Point of Beginning: From said Point ofB:egi~ning, run
North 67 deg. 12'17" West a distance of 279.35 feet to a cross mark cut in the cap 'ofa concrete
seawall as a line marker; continue thence North 67 deg. 12'17" West to a mean high watedineofthe
Gulf of Mexico to a point hereby designated for reference as Point "Z"; beginning agaiti at the Point
of Beginning, run North 22 deg. 50'39" East along said Northwesterly right-of-way line of State'
Road No. 694 a distance of169.01 feet; run thence North 67 deg. 12'17" West a distahce of265.13
feet to a cross mark cut in the cap of a concrete seawall as a line marker; continue thence North 67
deg. 12'17" West to the mean high water line of the Gulf of Mexico; run thence Sou~westerly along
said mean high water line to the previously designated Point "Z". '
TPA:294440:2
9
,"
EXHIBIT "e"
SKETCH OF DESCRIPTION
NOT A BOUNDARY SURVEY
SANITARY SEWER EASEMENT
SECTION 19, TOWNSHIP 29 SOUTH, RANGE 1 5 EAST
PINELLAS COUNlY, FLORIDA
Project:
BaLA ROSA
Prepared For:
SUN WEST CONSTRUCTION
SU1'1Je1/or'S Notes:
1) This Sketch has been prepared . witho~t the benefit o! a~
Abstract or Title Commitment and IS subject to any Dedications,
Limitations, Restrictions. Reservations and/or Easements of Record.
No Instruments of Record reflecting Easements, Rights of Way,
and/or Ownership were furnished this Surveyor except. o~ shown.
2) There may be additional Easements and/or Restnctlons
affecting this property that may not be found in the public records
of this county. . . .
,3) No information on odjacent property owners ~ adjOIning
property recording information was pr~V1d~d to t.hls surveyor.
4) The Surveyor has mode no investigation ar Independent search
for easements of record, encumbrances, restrictive covenants,
ownersip title evidence, or. any other facts that on occurate and
current title search may disclose.
5) The boundary come~s and line~ d~icted by this survey were
established per information as furnished.
6) Unless otherwise shown hereon, no Jurisdictional Wetland Areos
or other physical topogrophlc features hove been located.
7) Bearings shown hereon are ~ased an an assumed b:aring of,
the Northwesterly right-of-way hne of Gulf Boulevard being N 22
50'39. E.
8) This sketch does not determine or re~ect ownership of property,
boundary lines affected by odverse use, hnes of
conflicting/overlapPlllg deeds, or other hnes that may otherwise be
determined by 0 court of low.
9) Additions or deletions to s.~rver mops ~r rep~rts mad~ by other
than the signing party or pOnies IS prohibited Without wntten
consent of the signing party or parties.
10) This sketch has been prepared expressly for the named entities
and is not transferable. No other person or entity is entitled to
rely upon ond/or re-use this surv~y for any other purp.ose
whatsoever without the express wntten consent of Hamilton
Engineering & Surveying and the certifying Professional Surveyor and
Mapper. . .
11) Nothing herein shan be construed to give any nghts ar benefits
to an)One other than those certified to on this survey.
12) Printed dimensions shown on ~e Sketch of Survey supersede
scaled dimensions. There may be Items drown out of scale to
araphically show their location.
13) Reproduction of thiS sketch is expressly forbidden. .
14) The word .Certified. IS understood ta be an expression of the
Professional Surveyor's opinion based on his best knowledge,
information ond belief, and that it thus constltues neither 0
guarantee nor 0 warranty, either expressed or implied.
15) Legal description based on survey prOVided by client from C.
Fred Duel and ASSOCiates, dated 4/18/2002.
Copyright 2003 - Hamilton [nglOeerrng &: Surveying
~~
NHAMILTON
J::NGTh"EI:JU1<G l< ~VEY!NG
r;..,_I._n....o:l..~'t_......."""/l,..o.oook.o.....OIO
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NOT VALID I'oITHOUT BOTH SHEETS SHEET 1 OF 2
IsS'U2 Date,'
Job Nu.mber:
Dmwing Number:
Dmwn By:
10/22/03
20-03120
03120ease
CMP
DeSCrt ption:
A TRACT DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP
29 SOUTH, RANGE 15 EAST (SAID CORNER BEING ALSO THE NORTHEAST CORNER OF SECTION
30, TOWNSHIP 29 SOUTH,RANGE 15 EAST), PINEL.LAS COUNTY. FLORIDA, RUN N89'04'OrW,
ALONG THE NORTH BOUNDARY OF SAID SECTION 3D, A DISTANCE OF 2819.60 FEET: RUN
THENCE SOUTH A DISTANCE OF 1012.67 FEET TO A POINT ON THE CENTERLINE OF STAlE
ROAD No. 694 ( COUNTY ROAD No. 208); RUN THENCE NORTHEASlERl. Y ALONG THE
CENTERLINE OF SAID STAlE ROAD No. 694 ALONG A CURVE TO THE RIGHT (RADIUS
-1909.88 FEET, AN ARC DISTANCE OF 572.13 FEET (CHORD - 569.99 CHORD BEARING _
N23"23'2S.E); RUN THENCE N31'58'20.E, ALONG SAID CENTERLINE AlONG A CURVE TO THE
liFT ( RADIUS - 1909.86 FEET), AN ARC DISTANCE OF 304.27 FEET ( CHORD - 303.94
FEET, CHORD BEARING - N27"26'30.E.) TO A POINT OF TANGENCY OF SAID CENTERLINE; RUN
THENCE N22'50'39.E., ALONG SAID CENTERLINE A DISTANCE or 1843.70 FEET; RUN THENCE
N6712'l7"W. A DISTANCEOF 50 FEET TO A POINT OF THE NORTHYft:STERLY RIGHT-OF-WAY
LINE OF SAID STATE ROAD Na. 694, SAID POINT BEING THE EASTERNMOST CORNER OF SAND
KEY CONDOMINIUM - SOUTH BEACH I, AS RECORDED IN CONDOMINIUM PLAT BOOK 1.4., PAGES
63 THROUGH 89, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; RUN THENCE N22'
50'39.E. ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF STAlE ROAD No. 694 A
DISTANCE OF 426.49 FEET TO A POINT OF BEGINNING; THENCE N 6712'51"W FOR A
DISTANCE OF 19.76 FEET; THENCE N 22'50'39. E FOR A DISTANCE OF 20.00 FEET; THENCE
S 6712'51" E FOR A DISTANCE or 10.00 FEET; THENCE S 22'50'39. W FOR A DISTANCE OF
9.99 FEET; THENCE S 6712'51. E FOR A DISTANCE or 9.76 FEET TO THE SAID
NORTHWESTERLY RIGHT-OF-WAY LINE; THENCE S 22'50'39. W ALONG SAID NORTHWESTERLY
RIGHT-OF-WAY LINE FOR A DISTANCE OF 10.01 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 297 SQUARE FEET, MORE OR LESS.
I hereby certify that the Ie.Jul description and okelc:h sr>own hereon meets the applicable
"Minimum Techn' I Slc~oards" os set fo~~~ the Florid:. Board of Professional Surveyors and
~~r,~ ',C pI, '''''~'I'~ Cod" ''',"001 I, ""100 <n027, """"
/h -- IO;fZA?
o ph R Gore, PLS ((
ORIDA REG, NO 5188
CERTIFICATE OF AUTHORIZATION LB #7013
Not volid Without the signature and the anginal rOlsed seal of 0 Flonda licensed Surveyor and
Mapper
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NOT A BOUNDARY SURVEY
SANITARY SEWER EASEMENT
SECTION 19, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELlAS COUNTY, flORIDA
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S 22'50'39. W
9.99'
BElLA ROSA CONDOMINIUM
(UNDER CONSlRUCllON)
6712'51' E
9.76'
S 22"50'39' W
10.01'
.............
SAND KEY CONDOMINIUM/
SOUTH BEACH 1
CONDO PLAT BOOK 14, PAGES 83-89
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SOUTHEAST CORNER
i SECTION 19-29-15
N 8Q'04'07"W 281060' NORTHEAST CORNER
--=,. ~ ~..---. SECTION 30-29-15
. t !~, "'-NORTH LINE OF SECTION 30-29-15
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)...)is(jV:>I '1 N'1 J..(j8
'OA 18 :l1n9 09S~
<:1001:1 O<:lE ~
1I0-,gZ; :NOll'v' A313
m
r
~
~
o
:z.
swnlNIWOONOO A3)1 ONVS
::I
~ ::I
:z ~
z
/0
8
11
r.
!il m
r. ~
~cor.
:t> -l=>- ~
~ WJ>
<lm"
mqQ~
:t> W m I
CJ m-'
j;: J>(J) q
() -
m m
:z. 11
~ r
!il 8
~ CJ
o
m
NOll V ^313 l:IOlt:l3lX3
/0
o
o
"
:t:
!:!!
<:1001:1 H1, ~
"'-IL~:NOll 'v' A313
:{1~X:'
<:1001:1 H1S ~
II~h~' :N011'v'A313
<:1001:1 H1 ~ ~
1I0-1~9 :NOI1'v'A313
<:1001:1 H1L ~
IIY-19~ :NOll'v't\313
<:1001:1 H19 ~
119-I,L :NOll\1A313
SS'v'l~ 031NIl 3n18
III
.f:>
C131S'v'ld SnOllllN3~38
031NI'v'd 311HM
l^lOOCl H83l^l 'A313
N
N b
I -"
o '-.....
N
. Ja13 :100<:1 NV3W
~ ...~nnn .-1
"v ,LZ L
S310N,l3~
_."~, .r.......
~.".,.,..
ON>N ~
1I0-1~ 'NQI1'v'A313
. A313 0001:1 3S'v'8 ~
110-'" :NOI1'v'A313
. A313 ::100<:1 NV3W ~
1I0hbL :NOI1VA313 -
-'
.f:>
I
0>
L
S
_-.1
IV
o
o
u..>
,
CP
[
c:
6
u..>
o
IV
..!;)
I
CJ
~
6
u..>
o
IV
-C\
I
~
o
b..
E
<0
MEAN ROOF ELEV.
..- f.'~ .,;e....-..
KEYNOTES
127' 4"
~ ELEVATION: 7Cj'-IOII
MEAN ROOF ELEV.
~ ELEVATION: 74'-BII
BTt-! FLOOR
~ ELEVATION: ~8-4i1
7TI-I FLOOR
~ ELEVATION: 5f,'-OJI
HI-I FLOOR
~ ELEVATION: 40'-811
5TI-I FLOOR
~ ELEV A TION:37'-4'1
4Tt-! FLOOR
~ ELEVATION: 28'-0"
3RD r-;"ooR
~ ELEVATION: 11)'-8"
2ND FLOOR
CP
3
-q
....
<(
,
IS
~
ro
o
./
U
elL
a
I
IS
N
o
<"0
o
...;:
::;)
~ ELEVATION: <1'-4"
1ST FLOOR
~ ELEVATION: 11'-0"
BASE FLOOD ELEV.
6
....
9
.:;>
~ ELEVATION: ",'-Oil
NGYD
<"0
o
<:)
N
!:::-
<<:J
I
:q.
N
'-.. 0
I
N
'.
'.
'.
'.
'.
"<t
:z:
Q
!<
GJ
-'
l.1..l
l.1..l
a
<(
OL
o
t-
:z:
l.1..l
u
<(
I
D
I l.1..l = <(
o,e:;Ol.1..l
l'co'->
<( .1 as
\-"<t<(
:rOO\-
o :r
W 0
:r u:i
u.. :r
8 lL
DC 8
:z: DC
<( :z:
I.U <(
}:: l.1..l
}::
D
8
-'
I.L
I.U
- ~
- <(
~co
/
/
/
/
/
ELEV. MECH ROOM
WHITE PAINTED
CEMENTITIOUS PLASTER
EE
EE
BLUE TINTED GLASS
EE
EJE]
EE
EE
J=:='1-
EE
EJE]
1
'.
'.
'.
'.
'.
/
/
/
/
/
WHITE PAINTED
CEMENT1TIOUS PILASTER
EXTERIOR ELEVATION
EE
SAND KEY CONDOMINIUMS
1 EAST ELEVATION
_ SCALE: 1/5" ::: 1'-0"
1350 GULF BLVD.
SAND KEY, FLORIDA
AROOl3046
ALUM. COLORED
METAL ROOF
BRY AN L. KARSKY
€()L.I..MAN~I<ARS~:Y I
\t 4 -
'. '
EJE]
MILL FINISH ALUM.
GUARDRAIL
/
/
/
/
/
'.
'.
'.
'.
'.
DUNEDIN
PHONE: (727) 733-0491
FAX' (727) 733-3316
ARCHITECTS
TAMPA
PHONE: (813) 884- 2000
FAX: (813) 884- 0700
.
AA C001629
BY
DATE
REVISION
PROJECT NUMBER.
BY
DATE
NO.
07-17-03
REVISION
03029
DATE.
CONSULTANT
A4.1
"5
I
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
__ ~ ___-"""""-......c:."--'-_
ELEV, MECH ROOM
BLUE TINTED
GLASS
1
r
~~,
I
\
,
L
~ ELEVATION: 741-6"
6TH FLOOR
III11 ~ II
HI/II
1m
II
I
u
)
~ ELEVATION: f,IY-4"
7TH FLOOR
I
00, I Iill!
GLASS BLOCK
~ ELEVATION: 5f,'-0"
f, TH FLOOR
WHITE PAINTED
CEMENTITIOUS PLASTER
~
ill
I
~
11
l'
~ ELEVATION: 4f,1-6"
-V 5TH FLOOR
WHITE PAINTED
CEMENTITIOUS PLASTER
I WIIHIlI _I"
~ ELEVATION:37'-4"
4TH FLOOR
MILL FINISH ALUM.
GUARDRAIL
,I llilIU!ill III
~ ELEVATION: 26'_0'1
3RD FLOOR
~
I' III g[illJ
I
'-....................
I_I m IIIllIlliI ~
II
CHAINllNK FENCE
C?
3
~
N
:;f
I
cr-
N
<:>
m
<:>
./
U
O!::
o
I
cr-
N
<:>
(l/
<:>
~
:::::l
~ ELEVATION: 181-811
2ND FLOOR
At. ELEVATION: <11_4"
""1ST FLOOR ~
~ ~ __ ~ illl llJUlllllll ~
~~ ~~ ~'<:<~~\~ WWlWJ
II
II
-
E
o
m
<:>
~
(l/
<:>
<:>
N
!:::-
:;
,
, I
I
I
I
,
-
105'-10"
~-Y
- -- ~-----~--=--r-------
_ _ '="'_______ __ _______ ____ __..__ ..c_-
- -----f-- -
--- f------- ----
tcttt
LLLLL
LLLLL
LLLL
LLLL
LLLL
LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL _!-LLL
-~ f---- -----
--
I
.--- .--_.----- -- ---_.- -
ttttt LLLL
LLLL
ttttt LLLL
LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
._.__._-~------
. I
--
LLLLL LLLL
LLLLL LLLL
~ LLLLL LLLL
LLLLL LLLL
....
ttttt LLLL
LLLL
LLL~~ LLLL
LLLL LLLL
-----
.,.----
--~ 1-------- - -..---
LLL~t LLLL
LLLL LLLL
LLLLL LLLL
"- LLLLL LLLL
~ LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
f------ - -------- ,
-------~
----- .. --
~r--
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLt LLLL
tttte LLLL
LLLL
-- ------ ._,--
,
- .-..-._-- ----
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
ttttt LLLL
LLLL
------ -
---~---_._-_.-
LLLLL LLLL
ttttt LLLL
LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLL LLLL
LLLLL LLLL
__u_ d
--
LLL~t f-LLLL
LLLL[ LLLL
LLLL LLLL
LLLLL f-LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
I
I
1 SOUTH ELEVATION
_ SCALE: 1/611 == 11-011
-
--- --
~:c.t'l'lnl_
J--.... ~-~
~. -- --
-= _______ I u~------+~J-~-
- -- r---- -- ,------r
-- ___m_ I -1
I
....::1
---f-u----
--- ---- ---- ---
I
c------------ --------
-----
,
--
VI
.,
/
'\
'\
'\
'\
-L
I
I
II'Tn~
.
I I I
f-..--.
-
-\
<!)
I
v
1(--
v
z
o
~
<{
Gj
~ irl
<{ 0
e5 8
I- .....J
Z U-
~ UJ
<{a ~
'0"""
0..-......
<{ I UJ
oUla>
"-6R2
I CD <:(
~"<t <:( I-
ro l- ::r:
::r: ~
~ UJ
UJ ::r:
::r:
U-
8
O!::
z
~
L:
MEAN ROOF ELEVATION
A ELEVATION: 7Q'-10"
V MEAN ROOF ELEV.
u..
8
O!::
z
<{
UJ
L:
ALUM. COLORED
METAL ROOF
OPEN COILING SI-IUTTER
GARAGE DOOR
~ ELEVATION: 111-0"
-V BASE FLOOD ELEV.
NO.
~ ELEVATION: f,'-O"
-.p NGVD
KEYNOTES
EXTERIOR ELEVATION
SAND KEY CONDOMINIUMS
1350 GULF BLVD.
SAND KEY, FLORIDA
BRYAN L KARSKY
J=,----
AROOf3046
COL..L..MAN8I<ARSKiM
DUNEDIN
PI-lONE: (727) 733-0491
FAX: (727) 733-3316
ARCHITECTS
TAMPA
PI-lONE= (813) 884- 2000
FAX: (813) 884- 0700
.
AA C001629
BY
DATE
BY
DATE
REVISION
NO.
REVISION
PROJECT NUMBER.
03029
DATE.
07-17-03
CONSUL T ANT
A4.2
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
MEAN ROOF ELEVATION
~ ELEVATION: 7Cj'-10"
MEAN ROOF ELEV.
ALUM. COLORED
METAL ROOF
a>
3
-q
<1"l
~
I
C>
N
o
en
o
,..-
at
CI
I
C>
N
o
en
o
....;.
::)
OPEN COILING SI-IUTT
GARAGE DOOR
~ ELEVATION: 11'-0"
BASE FLOOD ELEV.
~
o
1..0
<<5
~ ELEVATION: fl-O"
NGVD
en
o
o
N
r--
::;
I
~,.~-
-~..., ..-''11:
KEYNOTES
105' 10"
co
I
-.q-
N
"'-a
~ I
o N
I
N
ELEV. MECH ROOM
~
r'
"
z
Q
I-
<(
GJ
-l
UJ
UJ
CI
-<(
Cl!:
'-'
I-
z:
UJ
~
I
CI
IUJ= <(
o-,>ow
1'2~>
<( I 0
I-~~
IOClI-
~ :I:
UJ '-'
I LiJ
Ll.. :I:
8 Ll..
Cl!: 8
z: elL
L5 z:
L: L5
L:
CI
8
-l
Ll..
W
- (j)
- <(
2co
.
BLUE TINTED
GLASS
LLLLL LLLL
LLLLL LLLL
LLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
I
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLL LLLL
LLLLL LLLL
LLLL LLLL,
LLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
L
LLLL LLLL
LLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
LLLL
LLLL
LLLL
LLLL
LLLL
LLLL
LLLL
LLLL
~ ELEVATION: 741-5"
5T~ FLOOR
~ ELEVATION: "51-411
7T~ FLOOR
GLASS BLOCK
~ ELEVATION: 5,,1-0"
f T~ FLOOR
~ ELEVATION: 4f,1-8"
5T~ FLOOR
",
~ ELEVATION:371-4"
4T~ FLOOR
WHITE PAINTED
CEMENTITIOUS PLASlfER
EXTERIOR ELEVATION
SAND KEY CONDOMINIUMS
A ELEVATION: 281-0"
--v 3RD FLOOR
MILL FINISH ALUM.
GUARDRAIL
CHAINLlNK FENCE
BRYAN L KARSKY
AROOl3046
1350 GUlF BLVD.
SAND KEY, FLORIDA
~ ELEVATION: 1131-13"
2ND FLOOR
J=L
COLLI\II'.A,N~K[.ARS~~: ,
ARCHITECTS
.
AA C001629
TAMPA
PHONE: (813) 884- 2000
FAX: (813) 884- 0700
DUNEDIN
PHONE: (727) 733-0491
FAX: (727) 733-3316
BY
DATE
BY
DATE
NO.
REVISION
NO.
REVISION
PROJECT NUMBER.
03029
DATE.
07-17-03
CONSUL T ANT
I NORTI-I ELEVATION
_ SCALE: 1/5" = 1'-0"
A4.3
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
I
_..L-_
[Y)
o
o
N
(Y'l
~
.;q
"<;J'
~
~
01
N
.-<
::J
J
Il)
::J
r-
01
3:
U
L
Il)
>
o
u
.......-
rrl
ru
rrl
o
.......-
(/)
+-'
U
ill
~
o
L
D-
O
<t
U
o
+->
::J
<t
rrl
--' ,----~ -.----.
LEGAL DESCRIPTION
A TRACT DESCRIBED AS FOLLOWS:
FROM THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 29 SOUTH,
RANGE 15 EAST (SAID CORNER BEING ALSO THE NORTHEAST CORNER
Of SECTION 30, TOWNSHIP 29 SOUTH, RANGE 15 EAST) PINELLAS
COUNTY, fLORIDA; RUN N89-04'07" WEST ALONG THE NORTH
BOUNDARY Of SAID SECTION 30 A DISTANCE Of 2819.60 fEET; RUN
THENCE SO TH A DISTANCE Of 1012.67 FEET TO A POINT ON THE
CENTERLINE STATE ROAD NO. 694 (COUNTY RD. NO. 208); RUN
THENCE NORTH STERLY ALONG THE CENTERLINE Of' SAID STATE ROAD
NO. 694 ALONG CURVE TO THE RIGHT (RADIUS 1909.86 fT.) AN
ARC DISTANCE 0 . 572.13 FT. (CHORD - 569.99 FT, CHORD BEARING-
N23-23'25"E); RUN THENCE N31-58'20"E ALONG SAID
CENTERLINE A DISTANCE or 1393.67 fT.; RUN THENCE NORTHEASTERLY
ALONG SAID CENTERLINE ALONG A CURVE TO THE LEfT (RADIUS-
1909.86 fT.) AN ARC DISTANCE OF 304.27 fT. (CHORD - 303.94 FT.,
CHORD BEARING - N27-26'30"E) TO A POINT Of TANGENCY Of SAID
CENTERLINE; RUN THENCE N22-50'39"E ALONG SAID CENTERLINE A
DISTANCE OF 1843.70 fT.; RUN THENCE N6r12'17"W A DISTANCE Of
50.0 FT. TO A POINT OF THE NORTHWESTERLY RIGHT-OF-WAY LINE OF
STATE ROAD NO. 694, SAID POINT BEING THE EASTERNMOST CORNER
Of SAND KEY CONDOMINIUM - SOUTH BEACH 1, AS RECORDED IN
CONDOMINIUM PLAT BOOK 14, PAGES 83 THROUGH 89, PUBLIC RECORDS
Of PINELLAS COUNTY, fLORIDA; RUN N22-50'39"E ALONG SAID
NORTHWESTERLY RIGHT-OF-WAY LINE Of STATE ROAD NO. 694 A
DISTANCE Of 446.49 FT. TO A POINT Of BEGINNING; fROM SAID
POINT OF" RF"GINNING. RUN N67-12'17"W A DISTANCE Of 279.35 FT.
TO A CROSS MARK CUT IN THE CAP OF A CONCRETE SEAWALL AS A
LINE MARKER; CONTINUE THENCE N6r12'17"W TO A MEAN HIGH WATER
LINE or THE GULf Of MEXICO TO A POINT HEREBY DESIGNATED fOR
REfERENCE A POINT "Z"; BEGINNING AGAIN AT THE POINT Of BEGINNING,
RUN N22-50'39"E ALONG SAID NORTHWESTERLY RIGHT-Of-WAY LINE
Of STATE ROAD NO. 694 A DISTANCE Of 169.01 fT.; RUN THENCE
N67-12'17"W A DISTANCE Of 265.13 fT. TO A CROSS MARK CUT IN
THE CAP Of A CONCRETE SEAWALL AS A LINE MARKER; CONTINUE
THENCE N6r12'17"W TO THE MEAN HIGH WATER LINE OF THE
GULf OF MEXICO; RUN THENCE SOUTHWESTERLY ALONG SAID MEAN
HIGH WATER LINE TO THE PREVIOUSLY DESIGNATED POINT "Z".
I
I
I
r
\
II
I
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE VE PER fLOOD INSURANCE RATE MAP 125096 0014 E
MAP REV~SED~ JULY 2, 1992
SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
C. fRED DUEL, FLORIDA SURVEYOR'S REGISTRATION 11827
DATED: 04/07/03
\
"
~
~
\
-~
L~GEND
SECTION 19 , TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
NEW CONTOUR - - -10~ -
EXIST. STORM SEWERw"",~.~~,.w" w~_."'__,~,,,
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
+10.00
NEW STORM SEWER
---
NEW UNDERDRAIN
EXIST. SAN. SEWER
1___________1
NEW SAN. SEWER - 1 - 1 - 1 -
EXIST. WATER SERVICE ,"'.~ ~." ""~, =.,~. ~~ >~ "= ""'"
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVIL SITE DETAILS
L - 1 LANDSCAPE DEVELOPMENT
PLAN
IR-1 IRRIGATION DEVELOPMENT
PLAN
~ I
, .}
1 c:
NEW WATER SERVICE - - - - - - - - -
NEW INLET .
NEW SAN. MANHOLE e
NI:.W CLI:.AN-UU I (C.U.)
(;.0.
- I -(1)- 1 -
NEW BUILDING AREA I
NEW ASPHALT I .
NEW CONCRETE I
TEMP. SILT BARRIER ----
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
M
B.F.P.D.
f.H.A.
F.D.C.
T.B.O.
T.&V.
METER
BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-Off
TAP AND VALVE
CR 416
BEL LEAII~
CAUSEWAY
J
5i L;
I
i i ~~
1. I;~
I f.l
I I:;
'd
i -~
:r~
."~'rIJI'__'
SITE DATA
':;O~~~2!l~'&lI!o.~'lt"~~-;:,.O!t~1:lF~'~"'~"lI".:",."..;.~o!;~<ru:",;;t~'t"""'<j~....'ll;~~;t~~,,,,'j~~",<)'...;:,;:~~
~~:'..-'<.~Z:Mr;:;2J:.I:i~!P~_"!l!"-":~'i\,-v.;;-~,~~j~~""..~~~,*"..r~-~~~~A;rm.,.~~;~.d'i~~'~'<='>\""~"G'~~~'1?;o..>.;@.,~~".,rr..-"+'<;&~~""'1'K-;;:;.r~~~~~$:..~;;;''I'=P:~~~'''''
~ EXISTING (E) ! PROPOSED (P)
~~~;@.~~~~~~~6'.WI1'~~~~~~~AmM.~
REQUIRED
;:"~~"'l~~"'~~~
HDl~ + OSR
HDR + OSR
HDR + OSR
ZONING:
.' ~,~, 0" . ....,=--,.c.."'._.,;;:;."........._._,,,...,......~<_ "'0 ,......,. ,..,.. <, -.........._,,-, _ . - ...., .0"'"'-''-''''' ""'_'..'. ..._..:...,..........,.. 0-<'" . ".-., -.
RH
RH
RH
LAND USE:
. ~.......: ,...."" ___.,...-A......"'''''",W'<''', . ". ,_......"".<>._;'~~""'-E"_" ,,'-A.' """. ".'''-''0 ," "',<-".,.,,.v, ,',"'<-" ~~.' '"<,-"re_' ~_~,. ' c......" ~,,' ,',^"re~ ,','.. ., " ~,'" ,~_...,',~".,..<o",,-,~" ""-".' ;.;" .<.....N''''-' ..-'-' .c__ ,','.;"'-. .,.."" _",.:<O-'''',.''''MU".''''''....".,'<-.-II.>...-...,''''.....''',',;''''''''......~<'c;..........~"'',.""
ATTACHED DWELLINGS
PER~ITTED
VACANT
ATTACHED DWELLINGS
31 UNITS
USAGE:
.' .---"",~.,",...,."''','-_'>"....'".~''''....,.,'O,_~.,. _>,.,~""-",,,_ ~"" ......;.".-".,'c.__..,_"..,.._"",..,.,.,'" ~".-'..'>.. "-.0 ..'".....,..._.._.'. -",-"..-.'. "".',,,~. ""---"'."' ,', -,.'...._i_''''',~''", -~", ...... """-'''''0 ,_,,,',,,,,,,,,";:O;"""'"~''''''',,,~_'_r,,,,,,,,.,,~,'''''.r,,,,,'''_r-''''''''u;'''''''''
LOT AREA:
HDR=46,03'7 S.f /1.05 ACRES
OSR=35,591 S.F"./.82 ACRES
15,000 S.F".
46,037 S.F.
1.06 ACRES
.=> ,,..,, ""'~''',,''''.'" '.' ..-."........ ..,~,.<," '<-9 ""'~'."-","'''-'~'' .,-<""~~.",,,. .-"-"~'" ''''>:-~.'~ ~.,.",,_.....,--", -'''''.. ":.....~< .-,-'. ~",.' '.-"".... ''''" ,.'.-" ,.~....".,~,." -',,"~<..'-.~, ,""
DENSITY
N/A
30 UNITS PER ACRE
31 UNITS
~4.)
00-
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o!
.-
1~
me(
30 UNITS/ACRE
".'_"" ""~ _~,.,..,~', '.", ,,'....'" ",.,. >>"-' ""~'."''- "_ ,....".'.-. '_'" "',_ ,. '.',. r. ",_" ,.".,_.~'." ',' .'..>.'-' ". ""'~' "'., "_0". "".-.'. ,~. '"''
.' ,,~.... """"v,..,~, >'c",..........._,,>..."".,......., "..."........"~.,..."..,..,~'..,.. "._-,."_..,.,, '.," .....,.. ",.....,...u"~.,"",,..,..., "..",-,,,,.,,,, ,""''''~', .,...,,_...,>",,',~,,<,;.~,....,..,".......o>,,>,."x' ,"'~', '''' .-.'_"KO"~>><..~I~'_. .,,'...........,>,. ..X'.'_,I'-'."'. ."....... -",...", "''''.'''. "....."'.-p;. . ""',.'.,....,.."......,"..,>,..>..".'~l~.."..".,~ Oi'~ .",,,. '.-;.....,
BUILDING COVERAGE:
(S.f. & % Of GROSS SITE)
.'''' . _ "C'"._eM' ."","",o,."."..".o,~.". "., _.'"O",~=..."~."""..~.,,,, ",."..,
GROSS FLOOR AREA (S.F.):
LA.R.:
13,114 S.F.
28.5%
N/A
.,'.. "","'__". .... ,.,.v ..,............". ., ..." ,......~,.o"."~..,,"~,.~,.,,""',....._,...,,.,.O'" .""""".........e"'_'.."""~.......~,v,'".........."MW.''''~ '''' ,.. ..... "....."""",..." ".........,........""."'o..,,..v '''...'. .".,,,..... ,".',""','''-''.'' ...
...-_~ ~ _ .. 13, ~~:s:.r. I 0.60
0' TO.....~ ~~.~~.~~~. _M..~...._..... ~.'.~_.._"-;~~-;~".~~~~~~~~;'.......~..~.-....'..l---.~._.;;.-_.~-_._.. ~
0, TO PAVE ~.,~...1..0T'T6~'...PA\iEMENi-.. (sf "."--'.. "",,~,,__"...V'~_" --."'...,.._..~.."".."'...,.".......
MENT .. 8'TOPAVEMENT (N) .......... . ....... .. ..10
0' TO PAVEMENT '''o;''~iO'''~O~L ~~c~~~~~..~o'....pool'-.- ... ...."......,.." M"""~"~:'''''M'''''' ,....."...., ""..,
~.., . A , ...','.T-_,,_. ...'....""~,_.-J.,~___."'" ..,..~...'""".,. ."~."...._.,...'".,..."".,,...Y'."-_ ~'<",.,~""..>,.."'''----.".o.~.. 4','..,.."""..""--.r;."....,..'"'''''..,' ""'''--'''~'~'''_'''''~''.''''''''-...-;'''' ....,-..."..".-,,,,, -.._;"....f. """.'.-,'-.~_.'.,...._"','''''."....-',-.:.-_..,, ",..'''''.,'c.-,.''',''''~..- .-,."~.""".,...-'-,,.:.-.. . ,.... '""c" ;.-"",-..-,"''''"
79.83' - MEAN HEIGHT
fROM BASE fLOOD ELEV.
fRONT:
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CAStt TYpe _ . ~ ...-
ORe DATE >.~~ /1 -dJ
CO, DATE -..... i! -t.J - bj:
SIGNATURE .._~ ~
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BLDG.
SETBACKS: SIDE:
REAR:
J
..- .-~~
BLDG. HEIGHT:
130'
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PAVED VEHICULAR USE AREA:
(V.U.A.)
18,128 S.F.
0.39
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UUI JUL 2 9 2003 IlW
PLlw\INTNG ~& DE VELOP(v1ENf'! vC~
..PITYOFClEAflWATER.. ..
39,940 S.F.
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IMPERVIOUS SURFACE RATIO:
(I.S.R.)
39,940 S.F.
0.868
31.358 S.f.
0.681
0.85
'....
~
,.. ,.."..,",..___......_"...,,'",....~>"c_....., ""..-..." "........ ..."".^,.,,,,,....,' .',..,,,...,,.......,........ ~. -- ..,. ,', . .-...... . ..,.-. ..... "'-.. .."
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OPEN SPACE:
(S.F. & % Of GROSS SITE)
.. .. ..' ._-.."..,.,.._._.....M""....'. ..........,.,..-....-......"
14,679 S.r.
31.9%
278 S.L
1.5%
10%
5,097 S.f.
13.2%
15%
\
. _.". ..', ....~>.,~ ~"'''' . "'."', ~0"~'",_,,"''''__',''.'"'-' ~'r."~ ,'_'.'... ..,'-,.-.;<"., ....,.,,'..-....... - ."- .-....,.,.. '"-,'.,,,,-
PARKING LOT INTERIOR LANDSCAPING:
(S.L & % OF V.U.A.)
N/A
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NES Comm.: 0323
Drawn By: B.J.V.
Checked By: H.G.
Issue Date: OS/24/03
Revisions: I
No. Date Description
6 i 7 I
^ / 7 !i
^ / / I
^ / /
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^ / 7 ...
^ / 7
^ / 7
^ / /
^ / /
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PARKING:
53
47 SPACES
THIS DRAWING IS AN INSTRUMENT oFft SERVICE...AN9-SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHAlL NOT BE REP~OU ,PUBUSHED OR USED IN />H( WA.Y WITHOUT
iHE CONSENT OF THE ENGI . . (QCOPYRIGHT 2003 NOT PUBLISHED
" ." -="'"""'x"""_"\''''"',..,..;<o=><'>,'-'-4.~'''\..,...,,,..~..~~'...,.''''',..,....,....M~.' .~,,,,,~\.,,,,,,,,,,,,,^,,,,,,,,,,,,,'.''''.e,..,....,_.'''''~'.' ,~....,..,...",.".~.,..~,.,.,..."-~..:-,....,.,,,..,-,
PARKING CALCULATIONS: 1.5 SPACES PER UNIT - 31 UNITS x 1.5 PRKG SPACES = 47 SPACES REQUIRED
(I...
AERY. P .E. 152943
PlANS ARE NOT VALID UNLESS
THE SIGNING ENGINEER'S SEAL
C1.1
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1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
400-4 & 400-40 FAC. CAN RESULT IN A PENALlY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED P\J>.N.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INST,,,LLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROI..4 DISTURBANCE, AS A FIRST STEP IN THE \J>.ND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHI'.LL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE I NSTAL\J>.TlON.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD. -
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTER!OR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, C\J>.Y AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D .30.3.3, HAVE MINIMUM OF SIXTEEN (16) J/8 INCH DIAMEfER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
TIIC INSTALLATION or TIIC UNOCRDRAIN AND ALL or ITS COMr'ONCNTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED \J>.BORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
CLEARING AND GRUBBING NOTES
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAI\J>.BLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
.3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
P\J>.NTED WITH OTHER APPROVED \J>.NDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4- TO 6- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR \J>.NDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. .
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER SYSTEM NOTES
1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30- AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFiCATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE C\J>.SS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWW'A C 151) AND PIPE SHALL RECEIVE
EXTERIOR 81TUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS \J>.RGER THAN 2" SHALL BIE DUCTILE IRON C\J>.SS 53 IN ACCORDANCE
WITH AWWA C-11 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12~" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE C\J>.SS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4 n SHALL BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR \J>.RGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING ;-HE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN A-.;CQRDANCE WITH THE LOCAL REGU\J>.TORY AGENCY CODES.
13. THE IRRIGAT!ON SYSTEM SHALL HAVE COLOR PIPING AND \J>.BELlNG ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYST!M TEaTING AND INSPECTION REQUIREMENTS
1. ALL Cm."PONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORD,\NCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNE'," '~HGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFC;-, 11'JG TESTS.
2. NLW WATER MAINS
AFrER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANIT lRY SI!WI!R NOT!S
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE \J>.TERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGU\J>.TORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE C\J>.SS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCE~;:,~,:N".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI 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.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANIT ARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAV1lY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EX FILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGU\J>.TION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGU\J>.TORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGU\J>.TORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE \J>.ID 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 EQU.AL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
A. ~L~ S.LJ~':':Z ~.::A~L BE [""~li-\~;~i..J ~:~ c.'...,+~,~ .,_ b. rvt< ~O i LL: L.Li'nLI;,~-, v!'~ ;O-i 1~
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING: OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATE~TIGHT
CARRIER PIPE WHICH EXTENDS 10 FtET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICU\J>.R TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UtiLIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS 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 10FT. 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 JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL ElE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS Of\ SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN REC\J>.IMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE REC\J>.IMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
REC\J>.IMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PI.ANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE sr:!:. AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE P\J>.NS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PI~OTECTING EXCAVATING AGAINST
COL\J>.PSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
P\J>.CED. DEWATERING SHALL BE USED AS REQUmE!).
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE C\J>.SS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON P\J>.NS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, C\J>.SS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WiTHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTI(Y~ OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR SHe:::1 S AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIlE LOCAL REGU\J>.TORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO T:.IE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMC JTH FINISH.
PAVING, GRADING a DRAINAGE TESTING j,t,ND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE P\J>.CEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEEr~ MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PA YINO NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMI1'IOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL rXTRA AASF MATFRIAL WHFN THF r>ISTANCF
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE \J>.TEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2- ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98r. OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98r. OF MAXIMUM
DENSITY PER MSHTO T -180.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER MSHTO T -180.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHoToGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE. MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED lOR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL l3E RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS ~ONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT, AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILllY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL INF"ORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILllY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE A\J>.RM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
REC\J>.IMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DffiRMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATI10N ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REP\J>.CE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF GOMPLlANCE
WITH THIS \J>.W.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPUANCE.
- A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER StRUCTuRES, ETC.
MUST BE IN P\J>.CE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOfJ FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR \ '
\
3.. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CQNSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. .
. '
\ ,
9
11' ~",i'{It...,~:...L. ,;V1DL CEh, 1,-,,, "0.''''''''",) ,..II"V,V",
INGS, SIGNED AND. SEALED BY A PROFESSIONAL LA.ND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED .. ..
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS. OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHAll CHECK THE PLANS FOR CONfliCTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTIUTY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING -SUNSHINE-
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN P\J>.CE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTAL\J>.TION MAY RESULT IN REMOVAL AND
REP\J>.CEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
, O. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REP\J>.CEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6- LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 1 OO~ MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99.
12. SITE WORK CONCRffi SHALL HAVE A COMPRESSiVE STRENGTH OF AT LEAST .3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE P\J>.NS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGU~TORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. BY THE
REGU\J>.TORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY.. O~ ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR Co.NSTRUCTlON
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFElY.
18. ALL SODDING, SEEDING AND MULCHING SHAlL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES. WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF RFQUIRFO.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER. SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SI:.ClION 12b-8.J, LAlI:.Sl I:.DIIION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' fEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF \J>.BOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE. AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT IENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
25. DEVIATIONS TO THESE P\J>.NS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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Drawn By: B.J.Y.
Checked By: H.G.
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Issue Date: OS/24/03 I
Revisions: I,
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DEMOLITION NOTES
LEGEND
DEMOunON OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
All EXISTING STRUCTURES WITHIN
PROJECT AREA. PAVING AND
BASE, unUTY UNES (SANITARY
SEWER. STORM PIPES. WATER
LINES, POWER POLES, OVERHEAD
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TELEPHONE CABLES. GAS LINES.
TREES. SHRUBS, ETC.) AND IS
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m REMOVE ~SPHALT AND BASE.
m
rn REMOVE EXISTING FIRE HYDRANT.
m REMOVE/RELOCATE TREE.
m REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
7 ALL CAVllY cSt EXCAVATION RE~ULT1NG FROM REMOVAL OF
TREES, SHRUBS. PIPES. INLETS, GREASE TRAPS. SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" UFTS TO
95~ OF MAX DENSITY,
8 OFF -SITE DISPOSAL OF STRUdTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P.. AND
PINELIAS COUNTY.
REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
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TREE LEGEND:
. PALM TREE
BASE FLOOD
EL. 11 .0
RETENTION AREA
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WQ = 6.65, S.A. = 1200 s.r.
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TOP VIEW
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N.T.S.
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1-1/2" lYPE S-3
ASPHALT 0 1/4"
PER FT. MIN.
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N.T.S.
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EXIST. SURFACE
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EXIST. SURFACE
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1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
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2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS
TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T -lS0, LAB REPORTS ARE REQUIRED.
4. BACKflLL FOR TRENCH SHAlL BE PLACED IN 12" COMPACTED
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fiNISH GRADE TO
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MEDIUM BROOM
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EXPANSION JOINT
1-1/2" RADIUS
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@ 40' O.C. fOR 4'
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UTIUTY WITliIN 5' OF BLDG.
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FINAl CONNECTION BY PLUMBING
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JOINT.
NOTE:
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CONTROL JOINTS
@ 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
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EXPANSION JOINTS
o 40' O.C. FOR 4'
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FOR 5' OR GREATER.
CONCRETE W ALK DETAIL
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SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
6"
THICK
3000psi
POURED
CONC. WAlL
CONTROL STRUCTURE DETAL
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SILT BARRER DEl AL
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$255 FIE
F.S. 318.14
3" 6" 3
FTP - t55
111:111I
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1 .33LBS./FT.
MIN, STEEL
fiLTER fABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
PRINCIPAl POST
POSITION, CANTED
20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
SIGN SPECFlCATIONS
1. lS"x 12" LOGO SIGN
2. 2 SIGN COMBINATION
REfLECTIVE SHEETING
3. LETTERS TO BE
1" HIGH SERIES "c"
4. SIGN TO BE MADE OF
AlUMINUM
5, POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
HANDICAP PARKING SIGN DEl AIL
N.T.S.
fiNISHED
GROUND
RETENTION BASI N
ROUGH GRADE
GREASE SKIMMER
STORM PIPE(S)
DIRECTED TO
RETENTION BASIN
PosmON CONTROL STRUCTURE
AT THE TOE OF SLOPE
BonOM
1 PLACE EROSION & SILTATION CONTROL. SEE SHEET C1.2
AND PLANS.
2 EXCAVATE AND ROUGH GRADE NEW RffiNTION BASIN
WITH PIPES.
TOP Of BANK"']
~
DISCHARGE PIPE
3 CONSTRUCT OUTFAlL STRUCTURE AND DISCHARGE PIPE.
4 PLACE GREASE SKIMMER.
5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S).
RETENTION BASIN I UNDERDRAIN DETAIL. (1)
N.T.S.
RETENTION BASIN
PROJECTED SIDESLOPE
AND BOnOM OF
RffiNTlON BASIN ~ ,/"
BOT. ~ ,/"
,w,'v's SEE ~DE~N
" DETAIL FOR
~' DIMENSIONS
~
/; BOlTOM Of TRENCH
~'//'/"'''''....,."/-,-..../,'/'''',,r.j,,' ,,',' v/t" ,-v-',/,j;
TRENCH WALL
(PROVIDE SHORINIG IF REO'D)
EXCAVATE
TRENCH
1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS. BERMS TO 95% Of MAX DENSITY.
2 EXCAVATE TRENCH fOR PLACEMENT Of THE UNDERDRAIN
AS REQUIRED.
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAlN. (A copy OF SOIL REPORT MAY BE PRCMDED IF
REQUESTED AS SUPPLD.tENTAI.. INFORMATION OijLY)
4 CONTACT N.E.S. FOR INSPECTION.
DET AL (2)
N.T.S.
fill GROUND AROUND
BLDG. TO 3" BELOW
fiN. flOOR ELEVATION
& SOD
MAX. SLOPE 4:1
MIN. SLOPE 2%
.'.
GROUN) PREPARATION
A T ALL BUILDINGS
N.T.S.
RETENTION BASI N
TOP OF
BANK
TRENCH WAlL
SOCK
.
IX> flLTERMEOIUM ' 6"PVC
~ (SEESPE~S. UNDERDRAIN
flLTER SHT C1.2)
fABRIC ' , (SEE SPECS)
W/PERMEABIUTY COEF. L IMPERVIOUS MEMBRANE (30 MIL)
OF 0.20 CM/SEC AT AlL SIDES EXCEPT At OPENING.
(DO NOT PlACE WEMBRANE ALL SEAMS MUST BE WELDED
AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S
RECOMMENDATION.
NOTE:
NEITHER 157 ROCK NOR flLTER MEDIA SHAlL BE COMPRISED
OF UMESTONE, UMEROCK OR OTHER CAlCIUM CARBONATE
AGGREGATE. (SEE SPECIFICATIONS SHEET C1.2)
DEl AIL (3)
N.T.S.
PlACE CONC.
SLAB/WALK
4" BELOW flOOR
ELEV. EXCEPT AT
DOORS REMAIN flUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
RETENTION BASIN
UNDERDRAIN CLEAN-OUT
w/18.x18"x". CONC. COl.LA.R
FtUSH AT SIDE SLOPE.
...:,< air -/ / / 'c~v';// ;"
,r
COMPACTED
APPROVED flU
6~" SOUD PVC
W 90"- LONG
S EP ELBOW
CONNECT MEMBRANE
TO 6.PVC WATER TIGHT
(SEE U.S.I.)
6"PVC
UNDERDRAlN
~~KOf
BonOM
OF BASIN
fitTER
MEDIUM
NOTES:
1. PR<MDE 5')(5')(4"
THICK COHC. stAB
o AU. EJ.4ERCENCY EXITS.
2. CONFORM TO I>B(NE
DETAIl. FOR PlACING
WAU<S AT THE BWGS.
L IMPERVIOUS
MEMBRANE
~DERDRAIN CLEAN-OUT
N.T.S.
PLACEMENT OF CONCRETE
SLAB AT ALL BULDINGS
N.T.S.
U.S fOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
SAMPLING
ARRANGEMENT
INSTAll 2" PLUG
(AFTER REMOVAL
Of SAMPUNG
ARRANGEMENT
THRUST BUOCK
Note:
LOCATIONS OF
BLOW-OffS FOR
WATER SAMlPUNG
TO BE PERt
PINELLAS COUNTY
HEAlTH DEIPT.
ENGINEERINlG DIV.
CLWTR. OffiCE
538-7277
3/4" SAMPILlNG
COCK
IRON BODY fERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
8" MIN. CONC.
ENCASEMENT
6" PVC 1/12 BEND
. BLOW-OFF &
SAMPL~G POINT
N.T..5.
TOOLED GROOVES
3/8" WIDE, 3/8'"
UllfJ, J" V.C. IU
BE MADE AT INITIAL
POURING
18" loiN. VERTICAL ClEARANCE
I
<D
~~-,,,...~~~~~
':0 ~ 10' 10'
n :::E WATER.wN OR
STORM DRAIN
DJ.P. IS USED IN PIX[ OF' P.V.C.
FOR A IoIlN. Of' , O' E.tOi WAY
FROM II OF' WATER toWN WHEN
lHE VERTlCAI. CLEARANCE BETWEEN
I WATER" SEWER MAINS IS 18" OR LESS.
I 18" OR IiIORE VERTlCAI.. CL I
~ws:kWff&~~
"'.V.C. OR V.C.P. "'''Tr.
SAIl, srwrR CRA\IITY WJN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITIED.
GFW>E
-"~"'-"f!!'_';J'''''''''' -_.~
~~
~ WATER MAIN n ~
10' MIN.
HORIZONTAl.. CLfARANCE
STOR" SEWER
OR SAN. SEWER
GRAVITY t.lAIN
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
W A TEA MAIN & SANT ARY
SEWER CLEARANCES
N.T.S.
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRIUED
ON 1" CENTERS
f--
3000 PSI CONC.
HA~ICAP RAMP DEl AL
N.T.S.
.
"""
N
.
II>
12"
SIGN POST DEl AIL
N,T.S.
CURB
CURB
FLUSH CURB
FLUSH CURB
RAMP DETAIL
CURB
N.T.S.
,
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NES Comm.: 0323
I Drawn By: M.D.S. I
I Checked By: H.G. I
Issue Date: OS/27/03
Revisions:
No. Date Descri tion
en
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NOTE: SILT fENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT Of fiLL OVER
THE LOWER LIP OF
THE BARRICADE.
6" WYE
.
.~ PLUG
6"x4" REDUCER
(IF REQUIRED)
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THIS DRAWING IS AN INSTRUt.lENT Of' SERVICE AND SHAI..l REMAIN TME PROPERTY Of' THE
ENGINEER, AND SHAlL NOT BE REP OUCED. ED OR USED IN NoN WAY WITHOUT
THE CONSENT OF THE ENGINEER. COPYRIGHT 2003 NOT PUBLISHED
C6.1
Yellow Lantana
I I I 2" ht 1 2" spr.
ga., . x
Seagrape
3 gal.. 24" ht. x 24" spr.
Crmum Lily
/5 gaL. 3G" ht~i- 3G" spr.
MedJool Palm
/0' c.t.
Dwarf Oleander
3 gal.. 24" ht. x 24" spr.
IndIan Hawthorn
3 gal.. 18" ht. x 18" spr.
Red Oleander Standard
7-81 ht. x 41 spr.. full
Seagrape
3 gal.. 24" ht. x 24" spr.
Crlnum Lily
15 gal.. 3G" ht. x 3G" spr.
MedJool Palm
10' c.t.
9
'........
~~~",.
,.~~~~
~ -'..........
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~ '............
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.............. '8" .........,_
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-~,............ ...............,'-..-..~ !.~}"
..'-................. '-+":"
'.........''-..~lte-Vtstbll1ty Triangle
3(Y-~x.ht~ plantJngs
............................ ~
....... ..................
............... ...............'
~ ~,.
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Cz.1Jo""-J(}
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Cardboard Palms
I 5 gal., 42" ht. x 42" spr.
,~...
9
TR l:_L1- t.G t ~~ C~:
RETENTION
AREA
TOB = 7.5
WO = 6.65, S.A. = 1200 s.r.
BOT @ 4.0, S.A. = 356 S.L
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I 8 Nora Grant Ixora
3 gal.. 24" ht. x 24" spr.
I 8 Dwarf Oleander
3 gaL. 24" ht. x 24" spr.
3 King Sago
I 5gaL, 3G" ht. X 3G" spr.
7 Cabba e Palms
c.t. as noted on plan
Nora Grant Ixora
3 gaL. 24" ht. x 24" spr.
Royal Palms
121 c.t.
Var. Conf. Jasmine
3 gal.. 12" ht. X 24" spr.
Nora Grant Ixora
3 gal., 24" ht. x 24" spr.
3
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OVERLAY / TH SOD
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F.D.O.T/~NDEX 304
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75
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NEW VALL~ GUTTER
F.D.O.T. l~bEX 300
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Site VIsibility TrIangle -"- i'
30" max. ht. for plantlngs
20
12
3
5
7
31
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20
15
Oleander
3gal., 35" ht. x 24" spr.
NEIGHBORIS LANDSCAPE
.....
5
PliO
~D 7ga.,3
iJSl~
l?O~
1370 <1
. '{)'o
-',':-'
20
m Plant Materials Schedule
C>
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'<:t Quantity Code Botanical Name Common Name Specification
..,...,
ru G CYR Cycas King Sago 15 gal.. 3G" x 3G" G
lD
~ 12 BOU Bougainvillea spp. Bougainvillea 3 gal.. 24" x 24"
..,...,
OJ 20 CA Crlnum aSlatlcum Crlnum Lily 7 gal., 30" x 30"
..,...,
...... 110 CU Coccoloba uVlfera Sea Grape 3 gal.. 48" x 24"
~
J
..., 110 IX Ixora Nora Grant Nora Grant Ixora 3 gal.. 24" x 24"
L
l.L Yellow Lantana I gal.. 12" ht. x 12" spr.
G2 LAC Lanatna camera
Dl I gal.. 12" ht. x 12" spr.
3: 30 LMG Llrlope Muscarl Giant Llrlope NEIGHBORIS LANDSCAPE
D
(T) , Oleander 3 gal.. 3G" ht. X 24" spr.
0 15 NO Nenum oleander
OJ
..,..., Nerlum oleander "dwarf plnk" Dwarf Pink Oleander 3 gaL. 24" ht. x 2411 spr.
r--- 34 NOP ex
>
(l) ;:.' "
L G NOS Nertum oleander standard Tree Form Oleander 7 -8' ht. x 4' spr. l'fA
Cl
z:
<( 3 PD PhoeniX dactyllfera MedJool Palm 10' C.T.
-I
<( GO POM Podocarpus spp. Podocarpus 3 gaL. 24" ht. x 24" spr.
1--1
D-
o 3 RE Rhapls excelsa Lady Palm 7 gal.. 3(;" ht. X 24" spr.
I-
:::>
,./ 90 RI Raphlolepls indica Indian Hawthorn 3 gaL. 18" ht. x /8" spr.
(l)
0.
co RES Roysonea reglna Cuban Royal Palm 12' C.T.
u 3
OJ
D S5 Spartlna bakerll Sand Cordgrass 3 gal.. 24" ht. x 24" stpr.
c:: 40
co
-! C.T. as noted on plan
,./ 17 SP Sabal Palmetto Cabbage Palm
(T)
N
m T rachelospermum aSlatlcum "mlmma" Dwarf Confederate Jasmine I gal.. G" ht. x I 2" spr.
C> /54 TJN
,./
OJ
+-' 75 TJV T rachelospermum Jasmmoldes Var. Confederate Jasmme 3 gal., 12" ht. X 24" spr.
u
(l)
0 2G WR Washmgtonla robusta Washlngtoma Palm C. T. as noted on plan
L
0.
0 3 ZFU Zamla furfuracea Cardboard Palm 15 gal., 42" ht. x 42" spr.
<(
u
0
+-'
~
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(T)
0
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Dwarf Oleander
3 gaL, 24" ht. x 24" spr.
Dwarf Conf. Jasmme
I gal.. G" ht. x 12" spr.
50.0'
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I
GENERAL LANDSCAPE NOTES
I . All plant materials shall be Flonda # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. All palms and trees shall have straight trunks With no tWists, knotting or otherdefecttve characteristics.
4. Mulch shall be 100% Pme Bark, Installed to a minimum thickness of 2".
5. Sod shall be 95% weed free St. Augustine "Floratam", Installed Wlt~ tight JOints.
G. All dimenSions shall be field checked by the Landscape Contractor prior to construction WIth any
discrepanCies reported to the Landscape Architect.
7. All materials shall be as speCified on the plans. If materIals, labor or installation techniques do not adhere
to the specifications, they Will be rejected by the Landscape Architect WIth specified materIals and installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materIals or changes to the draWings or speCIfications shall be made.
9. All required permits are to be prOVIded by the Instalhng contractor unless specIfically stated otherwise In
the specifications.
10. Contractor Identification signs shall not be allowed on the proJect.
I I. Contractor shall be responSible for all Items as shown or deSCribed on thiS plan and specifications.
I 2. All proposed landscape and sod areas containing turf or weeds shall be treated With "Round-up" per
manufacturerls specifications.
13. Landscape Contractor shall prOVIde all necessary Site preparation reqUired to ready the SIte for planting as
specified .
I 4. The landscape Contractor shall warranty and guarantee all materials and labor for a penod of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
I 5. All repairs ancVor replacements shall be made by the Landscape Contractor wlthm I 0 working days upon
notification of any defiCienCIes by the owner or their representative.
I G. All questions regarding the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787-2840.
FERTI LIZA TI ON
Shrubs and Trees
All trees and shrubs shall be fertilized With IAgrlform" 20-1 5-5 plantmg tablets at time of planting and prior to
installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that 15 between
the middle and bottom of the root ball.
I
/
Application R.3te:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
Trees:
I - 2 I gram tablet
2 - 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each 1/21 caliper of trunk
Groundcover Areas
All groundcover areas shall receive fertilization With IOzmocotel time release fertIlizer per manufacturer's
specifications.
Dwarf Oleander
3 gal.,. 24" ht. x 24" spr.
Red Oleander Stand.;-rd
7 -8' ht. x 41 spr., full
Indian Hawthorn
3 gal.. 18" ht. x 18" spr.
50 Dwarf Conf. Jasmine
I gal., G" ht. x 12"5pr.
Seagrape
3 gaL, 24" ht. x 24" spr.
MedJool Palm
10' c.t.
Crmum Lily
I 5 gal. . 3G" ht. X 3G" spr.
Yelllow Lantana
I g.al..1 2" ht. x 12" spr.
4
2/3 Tree drtphne
2
Istlng grade
Existing tree to
remain
35
48" Height
I x4 pt rails
2x4 pt post
24' Depth
o TREE PROTECTION DETAIL
Set tree plumb.
With top of
rootball I 1/2'
above "nlsh
grade
Rubber hose
III ? "".:111<]1"
~lP1ulch
3' Tree wel
finish grad
I 2' length red
plastiC flag
tape
2x4 pt stake
Root ball
Native soli
backfill
Existing native
SOil
o TREE PLANTING DETAIL
2. Mulch
Set 5hrub
plumb. with top
. of rootball I'
. above finish
~ grade
finish Grade
Root ball
Native SOil
backfill
- Existing native
SOil
o SHRUB PLANTING DETAIL
40'
Scale J II
201-0"
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COA
COPLEY DESIGN ASSOCIATES, INe.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor. Florida 34683
Phone 727787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
80'
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JOB NO. 23039 )
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OVERLA.~TH SOD
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F.D.O.T., ,~NDEX 304
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GENERAL IRRIGATION NOTES
I . Repair or Install a new automatic Irrigation system to prOVide I 00% coverage of all landscape areas.
2 Shrub risers shall only be used In hedges or mass plantmgs. Risers shall not extend more than 2" above the
Installed heIght of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be
mstalled adjacent to walkways, driveways or other areas where they may be damaged.
3. All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up fIXed spray
heads. All heads shall be Installed with the top of the spray body flush with finish grade. All groundcover areas
shall be Irrigated with I 2" pop-up fixed spray heads and extensions as required.
4. All sodded areas shall be Irrigated with 4" pop-up spray heads or pop-up gear driven heads unless
otherWise specified.
5. Pipe, valves and other Irrigation equipment may be shown In drives, walks or bUildings for clarity only. Install
all valves and other eClulpment In landscape beds for best accessibility and concealment.
b. Valves shall be Installed In a manifold wlthm a valve box of suffiCient size to 5el'V1ce all valves Within the box.
Valve box shall be free from any debriS which may cover valves. PrOVide a 3" depth gravel sump at the bottom of
the valve pit.
7. Alllrrlgabon equipment and installation techmques shall meet federal, state and local codes, regulations and
ordinances.
8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on fleXible
polyethylene swmg jomts.
9. Gear dnven heads and fIxed spray heads shall be Installed on separate 20neswhere pOSSible. Precipitation
rates and head type should be compatible Within each zone.
10. Gear dnven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible.
I I. Controller shall be mounted as shown on plan
12. All sleeves shaH be schedule 40 pipe Installed a minimum of /4" below grade. 51eeves shall be used only
to Installlateralmgatlon lines through. Sleeves shall not be used as a method to convey water through the
system.
I 3. Adjust all heads to prOVide maxImum coverage and effiCiency and minimize overthrow. Irrigation heads shall
not spray over walks, drives or any other non-Irrigated areas.
14. EqUipment shall be manufactured by, "Tord, "R"unblrd" or "Hunter" or as otherwIse stated on the plans.
15. Contractor shall neld verify water source to dehver the proper pressure, pounds per square Inch (P51) and
water flow, gallons per minute (GPM) as reqUired by the Irrigation system. Notify the Landscape Architect If there
IS any discrepancy.
I b. All permits required for installation shall be prOVided by the contractor.
I 7. Refer to the Landscape Plans when locating all Irrigation equipment. Allow ample room near Irrigation
equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed.
18. All wires shall be Installed In wire sleeves.
I 9. Contractor shall be responsible for all Items on the plan and IrrIgation speCification.
20. Contractor shall Instruct the owner on the full operation and maintenance of the IrrIgation system.
2 I. Contractor shall be responsible for all final repairs or adjustments to prOVide proper coverage to all
landscape areas.
22. All questions regarding Irrigation speCifications shall be directed to the Landscape Architect at (727)
787-2840.
PIPE SIZING CHART
0-5 GPM 1/2' PVC PIPE Concrete c:Ionut
at e.ch head
6-10 GPM 3/4' P"C PIPE
11-15GPM I' PVC PIPE
I G-25 GPM I 1/4' I'VC PIPE
2G- 35 GPM I 1/2' i'VC PIPE
36-50 GPM 2' PVC PIPE
50+ GPM 2 1/2' I'VC PIPE
fm'5h Gracie
Pop-up ""ed 5f"OY head
F'oIyell
I 8' poly fl~ p'pe
F'ofyell
-e IRRIGATION SPRAY HEAD DETAIL
IRRIGATION LEGEND
'iI
Symbol
. 5f-B
. 5H-B
. 5Q-B
. 5C5T-B
OIOF
o I am
OIOH
DIOO
0'5f
0'5TQ
0'5H
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615E5T
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61 5C5T
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o 1-25ADJI
8'-25
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SpecIfication
Toro 5' RadlU5 full Circle Bubbler
T oro 5' RadlU5 Half Circle Bubbler
T oro 5' RadlU5 Quarter Circle Bubbler
T oro 5' Radlu5 Center Stnp Bubbler
T oro I (J RadiUS Full Circle 5prayhead
T oro I (J RadlU5 Three Quarter Circle 5prayhead
T oro I (J RadlU5 Half Circle 5prayhead
T oro I (J R.ad,v5 Quarter C.rcle 5prayhead
Toro 15' RadlU5 Full Circle 5prayhe-<ld
Toro 15' RadlU5 Three Quarter Circle 5prayhead
T oro I 5' RadlU5 Half Circle 5prayhe3d
T oro I 5' R.adlU5 Quarter Circle 5prayhead
T oro End Stnp Sprayhead
T oro 51de Stnp 5prayhead
T oro Center Stnp 5prayhead
Hunter Full Circle Gear Driven Hea,j G GPM
PVC ~r." lone f'lpe
-e IRRIGATION GEAR DRIVEN HEAD DETAIL
Hunter Adjustable Rad,u5 Ge3r Driven Head 3 GPM
Hunter AdJ.lfull R.ad1U5 Gear Driven 11ead - Ntemate
Gate Valve
!;;. nnl5h Grade
._ ...1..1'..._.1_..
Pop-up ftxed 5pray head
Water Source - Reclaimed water field
venfy 50urce location
Low volume under'3round drip Im'3<ltlon
f 2' m'nlmum ~.. lretall 5~e!l under all paved area5
~ Lateral zone Ione!l
18' m'nlmum depthiE lretall 51eeve5 under all paved area5
Mainline f'lp'~ (5Chedule 40 PVC)
Remote control valve Wlre5 to be 'n5talled unoer """nlone
5eCUre to """nlone at 8' ulterval5 With wate'l"""Of
tape wrapped 4 times arovnGl pipe at each 1000000n
ElectriC Remote Control Scrubber
Valve - 2' ,
T oro Sohd State Dual PrO<:jram Controller
Class I GO P.V.C. lateral Lme (max. flow S feet;5ec.)
Main Lme - Sch. 40 r.5' PVC pipe
(max flow 5 feet/5eC.)
-e IRRIGATION PIPE DEPTH DETAIL
o
10'
40'
20'
Scale 'II
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COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
E
Landscape Architecture
Site Planning
COllslt u~tiOJl MU.UUgclllCl1l
80'
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SHEET
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OVERLAY W/ SOD
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NEW VALLEY GUTTER
F.D.O.T. INDEX 300
14'
5' 2'
29'
6'
EX. ASPH~T7
5' WIDE, 6" THICK
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W/ 5"x5"x:10 W.W.M.
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D.H.W. = 6.2
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WALK BETWEEN Rl\MPS 4'Ib..
'-:-'..:: NEW RAMP ~~
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(CC. 4.8 ~ f:=:::::-::: j ~1.\'i!1J',.: 00 :!-,,-'I.: :.-.: "'.: 00' ':: -: 00 ,:'00 '. .-: ':, n 00, .:. SIGN :, n -"/.:. '=
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"NO PARKING" SIGN
WILL MEET CITY OF CLEARWATER
SIGN CODE.
BLDG. HEIGHT CONFIGURATION
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NEW 6'
CONC. WALK
Be!';1: Cot"V
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NEW TYPE 'F' CUF,B
F.D.O.T. INDEX 30('
;l
Issue Date:
Revisions:
No. Date
it. 1 0 1 4 03
& 10 23 03
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~
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6
6
6
6
6
6
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OS/27/03
Descri tion
PER CI1Y
PER CI1Y
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1. PER SECTION 3-1302.0. "NO LIGHT WITHIN 300 FEET SHALL BE VISIBLE
OR EXTEND TO AREAS IDENTIFIED AS SEA TURTLE NESTING AREAS DURING
THE NESTING SEASON OF MAY 1 TO OCTOBER 31."
2. NO EXTERIOR LIGHTING WILL CREATE SPILLAGE ONTO OR
IMPACT ADJACENT SITES.
3. NO EXTERIOR SIGNAGE IS PROPOSED AT THIS TIME. THE APPLICANT WILL
COME BACK TO THE CITY STAFF SUBSEQUENT TO COB FOR THE
COMPREHENSIVE SIGN PROGRAM PROCESS.
4'
'i0
MONUMENT SIGN DETAIL
N.T.S.
1. MONUMENT SIGN NOT TO EXCE ED 6' HIGH.
2. MONUMENT SIGN NOT TO EXCE ED 12 S.F.
IN AREA ON EACH SIDE.
NOTES:
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GENERAL NOTES
A. GROUND LEVEL (0'-0") = NGVD (71-0").
o
KEY NOTES
o
V
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l. MEAN ROOF l-lEIGHT J;:LEV:ATION.
2, BLUE TINTED GLASS. "" ~ .,)
;,"-
3. Wl-lITE PAINTED CEMENTITIOUS COATING.
4. PREFINISI-IED ALUMINUM GUARD RAIL.
5. PREFINISI-lED ALUMINUM FENCING.
~. STORAGE.
7. ELEVATOR MACl-lINE ROOM.
5. ALUMINUM COLORED METAL ROOF.
g. OVERFLOW SCUPPER.
10. PRECAST CONCRETE SILL.
II. IMPACT RESISTANT LOUVER.
12. CONTROL JOINT.
13. ALUMINUM COPING.
14. TRASI-I CI-IUTE VENT.
15. ALUMINUM LOUVERED DOOR.
I~. ALUMINUM DOWNSPOUT.
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ROOF LEVEL
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LEVEL EIGHT
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LEVEL SEVEN
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~ ELEVATION: 551-4"
LEVEL SIX
~ ELEVATION: 401-0"
LEVEL FIVE
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LEVEL FOUR
OCT 1 7 2003
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~ ELEVATION: 271-4"
LEVEL TI-IREE
EXTERIOR ELEVATION - WEST
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SAND KEY CONDOMINIUMS
UTOPIA
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~ ELEVATION: 18-0.
LEVEL TWO
CLEARW A TER, FLORIDA
1350 GULF BLVD.
JEFF R. MENDENHALL
J=L
FLu AROOll215
~ ELEVATION: <1)'-8"
LEVEL ONE
.€OI!lILM1\N~~ARSHJ~'
, . f
II
ARCHITECTS
DUNEDIN
PHONE: (727) 733-0491
FAX: (727) 733-3316
TAMPA
PHONEl (813) 884- 2000
FAX: (813) 884- 0700
.
AA C001629
ELEVATION: 01-0"
GROUND LEVEL
BY
DATE
PROJECT NUMBER.
BY
DATE
~M
10/20/08
NO.
09-03-03
REVISION
CITY COMMENTS
NO.
REVISION
03029
DATE.
1 WEST ELEVATION
_ SCALE: 1/8. = 11-0.
CONSULTANT
~(O)(O)
GENERAL NOTES
A. GROUND LEVEL (0'-0") = NGVD (7'-0").
o KEY NOTES
o
N
I. MEAN ROOF HEIGHT ELEVATION.
2. BLUE TINTED GLASS.
3. NHITE PAINTED CEMENTITIOUS COATING.
4. PREFINISHED ALUMINUM GUARD RAIL.
5. PREFINISHED ALUMINUM FENCING.
10. STORAGE.
7. ELEVATOR MACHINE ROOM.
8. ALUMINUM COLORED METAL ROOF.
q. OVERFLON SCUPPER.
10. PRECAST CONCRETE SILL.
II. IMPACT RESISTANT LOUVER.
12. CONTROL JOINT.
13. ALUMINUM WPING.
14. TRASH CHUTE VENT.
15. ALUMINUM LOUVERED DOOR.
16. ALUMINUM DONNSPOUT.
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_ SCALE: 1/4" = 11_0"
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~ ELEVATION: 36'-8"
LEVEL FOUR
3
~ ELEVATION: 831-4"
ROOF LEVEL
0..,
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~ELEVATION: 74-0"
LEVEL EIGHT
.3' .3' 0 4
~ ELEVATION: MI-8"
LEVEL SEVEN
.3' .3'
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LEVEL SIX
.3' .3'
~ ELEVATION: 410'-011
LEVEL FIVE
3'-$-
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LEVEL THREE
SAND KEY CONDOMINIUMS
UTOPIA
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1350 GULF BLVD.
CLEARWATER, FLORIDA
FLu AROOll215
JEFF R. MENDENHALL
__-:..1
J=L
~ ELEVATION: 18-0"
LEVEL TWO
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NOR11i TOWER
~ ELEVATION: 81-80
LEVEL ONE
ARCHITECTS
DUNEDIN
PI-IONE: (727) 733-0491
FAX: (727) 733-3316
TAMPA
PHONE: (813) 884- 2000
FAX: (813) 884- 0700
.
AA C001629
BY
DATE
JNM
10/20/08
BY
DATE
REVISION
CITY COMMENTS
NO.
REVISION
PROJECT NUMBER.
09-03-03
&
l.O
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C'O
~ ELEVATION: 7'-0"
NGVD
ELEVATION: 01-0"
GROUND LEVEL
03029
DATe.
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1. PER SECTION 3-1302.D. "NO LIGHT WITHIN 300 FEET SHALL BE VISIBLE
OR EXTEND TO AREAS IDENTIFIED AS SEA TURTLE NESTING AREAS DURING
THE NESTING SEASON OF MAY 1 TO OCTOBER 31."
NOTES:
2. NO EXTERIOR LIGHTING WILL CREATE SPILLAGE ONTO OR
IMPACT ADJACENT SITES.
3. NO EXTERIOR SIGNAGE IS PROPOSED AT THIS TIME. THE APPLICANT WILL
COME BACK TO THE CITY STAFF SUBSEQUENT TO CDB FOR THE
COMPREHENSIVE SIGN PROGRAM PROCESS.
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1. MONUMENT SIGN NOT TO EXCEED 6' HIGH.
2. MONUMENT SIGN NOT TO EXCEED 12 S.F.
IN AREA ON EACH SIDE.
1 ~
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SECTION B-B
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F.D.O.T. INDEX 300
6'
6' WIDE, 6" THICK
3000 PSI CLASS 1 CONC.
WI 6"x6"x10 W.W.M.
WALK
C/l
EX. ASPHALT
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W/6"x6i1x10 WWM
WALK BETWEEN RAMPS~
NEW RAMP ~
F.D.O.T. INDEX 304 0)
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NEW lYPE 'F' CURB
F.D.O.T. INDEX 300
NEW H.C. RAMP
F.D.O.T. INDEX 304
~
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OCT l 3 ,003
SCALE: 1"=20'
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I NES Comm.: 0323 I
I Drawn By: M.D.S. I
I Checked By: H.G. I
Issue Date:
Revisions:
No. Date
_& 10/14/03
~ 10 23 03
6
6
6
6
6
6
6
6
6
6
6 / /
OS/27/03
Descri tion
PER CITY
PER CITY
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PRELIMINARY SITE PLAN
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TAUBBEACH 'PROPERTIES"
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D OMI N)~Ul\1S
ENTERPR.ISES, INC.
F LEARWATER, FLORIDA
MAY 21,2003 KA#03079-01
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Co F'm:D DE\JE1. AICl ASSCiaA1D. INC.
I e20 F1IlST NDU NOIm4
ST. PETtRS8U1lO, n.oRIDI\ !.'57t3
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SEC. 1.9, TWP. 29S., RNG. 15 E.
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SURVEYOR'S CERTIFICATE:
This Is to certify to Taub Beach Properties, Inc.; Ruden, McClosky, Smith, Schuster & Russell,
P.A.; First American title Insurance Company; Gold Bank; Freedman & Michaels, P.A.; Mark
Weldon; Kimpton. Burke & Bobenhausen, P.A.; and Gibbons, Cohn, Neuman. Bello. Segall &
Allen, P.A. that:
a) This map of Plat of Survey ("Survey.) Is an .as built. on the ground survey of the
property depicted hereon ("Property.) made on April 7. 2003 by me or directly under my
supervision In accordance with local professional practices.
b) The Survey meets the Minimum Technical Standards for Survey in the State of Florida
as set forth by the Florida Board of Land Surveyors in Chapter 61617-S Florida Administrative
Code, pursuant to Section 472.027 Florida Statutes, and the Survey satisfies the Minimum
Standard Detail Requirements for AL T AJACSM Land Tille Surveys as adopted by the American
Land title Association and the American Congress on Surveying and Mapping.
c) The Survey and the information. details. courses and distances shown thereon are
true, correct and accurate.
I) Based on a surface inspection. there are no visible cemeteries or burying grounds on
the Property.
i) Except as shown on this Survey, there are no visible encroachments onto the Property
or any easement located thereon, there are no visible easements. rights of way, abandoned
roads, lanes, old highways or uses affecting the Property and there are no visible discrepancies,
(;onfllcts or shortages in area or boundary Line conflicts.
TREE LEGENDI
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j) The size. location and types of all Improvements on the Property are shown on the
Survey and all are located within the boundaries of the Property.
k) Unless otherwise Indicated, all roadways shown on the Survey are dedicated public
roads and the Property has direct access thereto.
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m) All visible utility services enter the Property through adjoining public streets. except
the survey shows the point of entry and location of any visible utilities which pass through or are
IJeated on adjoining private lands.
n) The Survey shows the location of any visible telephone, telegraph. electric or other
power line wires and poles on the Property.
0) The Survey shows the location and direction of all storm drainage systems for the
tollection and disposal of all roof and surface drainage and all streams, rivers. ponds or lakes
I"x:ated on. bordering on or running through the Property.
p) The discharge from the Property or Improvements thereon Into streams, rivers, ponds.
I:lkes or other conveyance system is shown on the Survey.
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d) All recorded easements and other exceptions as noted In First American Tille
Insurance Company commitment number FA-C-62B5 effective February 20.2003, have been
correctly platted on the Survey.
e) Except as shown on the survey map, there are no discrepancies between the
boundary lines of the Property as shown on tha survey map and as described in the legal
description of record.
f) Except as shown on the survey map. the boundary lines of the Property are contiguous
with the boundary lines of all adjoining parcels, roads, highways. streets or alleys as described In
their most recent respective legal description of record.
g) The boundary line dimensions as shown on the survey map form a mathematically
closed figure within plus or minus 0.01 feet.
h) All monuments shown hereon actually exist. and the location, size and type of material
hereof are correctly shown.
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~IS OF' BEARINGS:
WEST R/W LINE OF'
GULF BOUlEVARD
BBEING: S.22'!50'39"W.
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q) There are no observable indications of recent building construction. alterations. repairs
cr street or sidewalk repairs on the Property, except as listed hereon.
r) The Property Is located In a 100 year flood plain, or in an Identified 'flood plain area. as
cefined by the U.S. Department of Housing and Urban Development, pursuant to the Flood
['lsaster Protection Act of 1973. as amended, as reflected by Flood Insurance Panel No. 125096
0014 B. dated August 9.1991, which Panel covers the area in which the Property Is situated.
~aid map indicates that the Pro~rty Is located In Flood Zone A 11 EL= 11.00 feel
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BOUNDARY SURVEY OF:
A tract described as follows:
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From the Southeast corner of Section 19, Township 29 South, Range 15 East (said corner being
also the Northeast corner of Section 30, Township 29 South, Range 15 East), Pinellas County,
Florida, run N.89004'OTW., along the North boundary of said Section 30, a distance of 2819.60
feet; run thence South a distance of 1012.67 feet to a point on the centerline of State Road No.
694 (County Road No. 208), run thence Northeasterly along the centerline of said State Road No.
694 along a curve to the right, radius 1909.86 feet, an arc distance of 572.13 feet, chord 569.99
feet, chord bearing N.23023'25"E., run thence N.31058'20"E., along said centerline a distance of
1393.67 feet; run thence Northeasterly along said centerline along a curve to the left, radius
1909.86 feet, an arc distance of 304.27 feet, chord 303.94 feet, chord bearing N.27026'30"E., to a
point of tangency of said centerline; run thence N.22050'39"E., along said centerline a distance of
1843.70 feet; run thence N.67012'17"W., a distance of 50.0 feet to a point on the Northwesterly
right-of-way line of said State Road No. 694, said point being the Easternmost corner of SAND
KEY CONDOMINIUM SOUTH BEACH 1, as recorded in Condominium Plat Book 14, Pages 83
thru 89, Public Records of Pine lias County, Florida; run thence N.22050'39"E., along said
Northwesterly right-of-way line of State Road No. 694, a distance of 446.49 feet to a Point of
Beginning. From said Point of Beginning, run N.67012'17"W., a distance of 279.35 feet to a cross
mark cut in the cap of a concrete seawall as a line marker; continue thence N.67012'17"W., to the
mean high water line of the Gulf of Mexico to a point hereby designated for reference as Point
.Z"; beginning again at the Point of Beginning, run N.22050'39"E., along said Northwesterly right-
of-way line of State Road No. 694 a distance of 169.01 feet; run thence N.6r12'17"W., a
distance of 265.13 feet to a cross mark cut in the cap of a concrete seawall as a line marker;
continue thence N.6r12'17"W., to the mean high water line of the Gulf of Mexico; run thence
Southwesterly along said mean high water line to the previously designated Point .Z..
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SURVEYOR'S NOTES:
This survey was prepared with the benefit of First American Title Insurance Company
Commitment File No. FA-C-6285, dated February 20,2003.
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(PER SCHEDULE B)
10' Florida Power Corporation Easement - O.R. 6123, Page 2159, does not effect subject
property .
10' Public Access Easement - O. R. !) 141, Page 1635 does not effect subject property
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SURVEYOR AND MAPPER'S REPORT:
1. NO UNDERGROUND INSTAlLATIONS OR IMPROVEMENTS HAVE SEEN LOCATED EXCEPT AS NOTED.
2. NO INSTRUMENTS OF RECORD REfLECTING EASEMENTS. RIGHT' OF WAY. AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR AND MAPPER. EXCEPT f1.S SHOWN.
3. ELEVATIONS ARE SHOWN THUS X 0.00
FLOOD ZONE: A11 EL=11'
Community Panel No.: 125096 0014 B
Map Index Date: August 9, 1991
BASIS OF BENCHMARK:
Designation: Harris "0"
Elevation: 6.963
Mean Sea Level: 0.00
FOR:
Ruden, McClosky, Smith, Schuster & Russell, P.A.
CERTIFIED TO:
Taub Beach Properties, Inc.
Ruden, McClosky, Smith, Schuster & Russell P.A.
First American Title Insurance Company ,
Gold Bank
Freedman & Michaels, P.A.
Mark Weldon
Kimpton, Burke & Bobenhausen, P.A.
Gibbons, Cohn, Neuman, Bello, Segall & Allen, P.A.
ORDER NO. 2003-141
April 7, 2003 - Boundary/Elevations
, P .00B.
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NORTHEAST CORNER
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CONSULTING ENGINEERS ' LAND SURVEYORS. LAND PLANNERS
ST. PETERSBURG ' ZEPHYRHILLS
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fLORIDA SURVEYOR'S R'EGISTRATlON NO. 827
fLORIDA ENGINEER'S REGISTR;\ TlON NO.
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BOUNDARY SURYKY
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PINELLAS COUNTY
FLORIDA
REVISION
BY REV.' DATE
REVISION
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WORK ORDER NO. 2003-141
DATE: APRIL 7, 2003
SCALE:
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REVISION
SURVEYOR'S CERTIFICATE:
This Is to certify to Taub Beach Properties, Inc,; Ruden, McClosky, Smith, Schuster & Russell,
PA; First American title Insurance Company; Gold Bank; Freedman & Michaels, PA; Mark
Weldon; Kimpton, Burke & Bobenhausen, PA; and Gibbons. Cohn, Neuman, Bello, Segall &
Allen, PA that
a) This map of Plat of Survey ("Survey") Is an .as buill" on the ground survey of Ihe
property depicted hereon ("Property.) made on April 7, 2003 by me or directly under my
supervision in accordance with local professional practices.
b) The Survey meets Ihe Minimum Technical Standards for Survey In the State of Florida
as set forth by the Florida Board of Land Surveyors in Chapter 61617-6 Florida Adminlslratlve
Code, pursuant to Section 472_027 Florida Statutes, and the Survey satisfies the Minimum
Standard Detail Requirements for AL T A1ACSM Land Title Surveys as adopted by the American
Land title Association and the American Congress on Surveying and Mapping.
c) The Survey and the Information, details, courses and distances shown thereon are
true, correct and accurate.
/
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d) All recorded easements and other exceptions as noted In Firet American Tille
Insurance Company commitment number FA-C-6285 effective February 20, 2003, have been
correctly platted on the Survey.
e) Except as shown on the survey map, there are no discrepancies between the
boundary lines of the Property as shown on the survey map and as described In the legal
description of record.
f) Except as shown on the survey map, the boundary lines of the Property are contiguous
with the boundary lines of all adjoining parcels, roads, highways, streets or alleys as described In
their most recent respective legal description of record.
g) The boundary line dimensions as shown on the survey map form a mathematically
closed figure within plus or minus 0.01 feet.
h) All monuments shown hereon actually exist, and the location, size and type of material
hereof are correcUy shown.
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BOUNDARY SURVEY OF:
A tract described as follows:
From the Southeast corner of Section 19, Township 29 South, Range 15 East (said corner being
also the NClrtheast corner of Section 30, Township 29 South, Range 15 East), Pinellas County,
Florida, run N.89004'07"W., along the North boundary of said Section 30, a distance of 2819.60
feet; run th,ence South a distance of 1012.67 feet to a point on the centerline of State Road No.
694 (County Road No. 208), run thence Northeasterly along the centerline of said State Road No.
694 along a curve to the right, radius 1909.86 feet, an arc distance of 572.13 feet, chord 569.99
feet, chord bearing N.23023'25"E., run thence N.31058'20"E., along said centerline a distance of
1393.67 feet; run thence Northeasterly along said centerline along a curve to the left, radius
1909.86 fe,et, an arc distance of 304.27 feet, chord 303.94 feet, chord bearing N.2r26'30"E., to a
point of tangency of said centerline; run thence N.22050'39"E., along said centerline a distance of
1843.70 feet; run thence N,6r12'17"W., a distance of 50.0 feet to a point on the Northwesterly
right-of-way line of said State Road No. 694, said point being the Easternmost corner of SAND
KEY CONDOMINIUM SOUTH BEACH 1, as recorded in Condominium Plat Book 14, Pages 83
thru 89, Pllblic Records of Pinellas County, Florida; run thence N.22050'39"E., along said
Northwesterly right-of-way line of State Road No. 694, a distance of 446.49 feet to a Point of
Beginning. From said Point of Beginning, run N.6r12'17"W., a distance of 279.35 feet to a cross
mark cut in the cap of a concrete seawall as a line marker; continue thence N.67012'17"W., to the
mean high water line of the Gulf of Mexico to a point hereby designated for reference as Point
.Z"; beginning again at the Point of Beginning, run N.22050'39"E., along said Northwesterly right-
of-way line of State Road No. 694 a distance of 169.01 feet; run thence N.6r12'17"W" a
distance of 265.13 feet to a cross mark cut in the cap of a concrete seawall as a line marker;
continue thence N.6r12'17"W., to the mean high water line of the Gulf of Mexico; run thence
Southwesterly along said mean high water line to the previously designated Point .Z..
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SURVEYOR'S NOTES:
This survey was prepared with the benefit of First American Title Insurance Company
Commitment File No. FA-C-6285, d'ated February 20,2003.
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10' Public Access Easement - O.R 5141, Page 1635 does not effect subject property
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FLOOD ZONE: A 11 EL=11'
Community Panel No.: 125096 0014 B
Map Index Date: August 9, 1991
BASIS OF BENCHMARK:
Designation: Harris "0"
Elevation: 6.963
Mean Sea Level: 0.00
SEC. 1,9. lWP. 295.. RNG. 15 E.
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WEST R/W UNE OF
GULf' BOULEVARD
SBEING: S.22'50'39"W.
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SURVEYOR AND MAPPER'S REPORT:
1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT I>S NOTED.
2. NO INSTRUMENTS OF RECORD REF'lECTING EASEMENTS. RIGHT OF WAY, AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR AND MAPPER. EXCEPT I>S SHOWN.
3. ELEVATIONS ARE SHOWN THUS X 0,00
I) Except as shown on this Survey, there are no visible encroachments onlo the Property
or any easement located thereon, there are no visible easements, rights of way. abandoned
rlJads, lanes, old highways or uses affecUng the Property and there are no visible discrepancies.
conflicts or shortages in area or boundary Line conflicts.
j) The size, location and types of all improvements on the Property are shown on the
Survey and all are located within the boundaries of the Property.
k) Unless otherwise indicated, all roadways shown on the Survey are dedicated public
roads and the Property has direct access thereto.
I) Based on a surface inspection, there are no visible cemeteries or burying grounds on
the Property.
m) All visible utility services enter the Property through adjoining public streets, except
the survey shows the point of entry and location of any visible utilities which pass through or are
I~ated on adjoining private lands.
n) The Survey shows the location of any visible telephone, telegraph, electric or other
power line wires and poles on the Property.
0) The Survey shows the location and direction of all storm drainage systems for the
collection and disposal of all roof and surface drainage and all streams, rivers, ponds or lakes
IclCBted on, bordering on or running through the Property.
p) The discharge from the Property or improvements thereon inlo streams, rivers, ponds,
lakes or other conveyance system is shown on the Survey.
q) There are no observable Indications of recent building construction, alterations, repairs
or street or sidewalk repairs on the Property, except as listed hereon.
r) The Property Is located in a 100 year flood plain, or In an identified .flood plain area. as
defined by the U,S. Department of Housing and Urban Development, pursuant to the Flood
Disaster Protection Act of 1973, as amended. as reflected by Flood Insurance Panel No. 125096
0014 B, dated August 9, 1991, which Panel covers the area In which the Property is situated.
Said map indicates that the Property is located in Flood Zone A11 EL= 11.00 feel
0' 20' 40'
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SCALE: 1" = 20'
Best Copy
Available
FOR:
Ruden, McClosky, Smith, Schuster & Russell, PA
CERTIFIED TO:
Taub Beach Properties, Inc.
R.uden, McClosky, Smith, Schuster & Russell, PA
First American Title Insurance Company
Gold Bank
Freedman & Michaels, PA
Mark Weldon
Kimpton, Burke & Bobenhausen, PA
Gibbons, Cohn, Neuman, Bello, Segall & Allen, PA
ORDER NO. 2003-141
April 7, 2003 - Boundary/Elevations
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1 SECTION 19-29-15
NORTHEAST CORNER
1 N,8g'04'07''W. 28111.80' SECTION 30-29-15
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DESCRIPTION DETAIL
DESIGN:
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CONSULTING ENGINEERS . LAND SURVEYORS . LAND PLANNERS
ST. PETERSBURG . ZEPHYIi'HILLS
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FLORIDA SURVEYOR'S REGISTRA nON NO. 827
FLORIDA ENGINEER'S REGISTRj\ nON NO.
WORK ORDER NO. 2003-141
DATE: APRIL 7. 2003
SCALE: 1 "=20'
SHEET NO. 1 - OF
9'11;0.
BOUNDARY SURYSr
PINELLAS COUNTY
FLORIDA
DRA~:
BY REV.' DATE
REVISION
BY CHECKED:
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C. FRED DEUEL AND ASSOCIATES. INC.
1 820 FlRST AVENUE NORTH
ST. PETERSBURG. nORItl.' 33713
TELEPHONE:(727)B22-4151
CERTlf1C,>.TE OF AUTHORIZATION L.B, , 107
TREE LEGEND:
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SEC. 19, lWP. 295., RNG. 15 E.
i) Except as shown on this Survey, there are no visible encroachments onto the Property
~)r any easement located thereon, there are no visible easements, rights of way, abandoned
'-oads. fanes, old highways or uses affecting the Property and there are no visible discrepancies,
~onflicts or shortages in area or boundary Line conflicts.
j) The size, location and types of all improvements on the Property are shown on the
Survey and all are located within the boundaries of the Property.
k) Unless otherwise indicated, all roadways shown on the Survey are dedicated public
,oads and the Property has direct access thereto.
I) Based on a surface inspection, there are no visible cemeteries or burying grounds on
the Property.
m) All visible utility services enter the Property through adjoining public streets, except
the survey shows the point of entry and location of any visible utilities which pass through or are
located on adjoining private lands.
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SURVEYOR'S CERTIFICATE:
This is to certify to Taub Beach Properties, Inc.; Ruden, McClosky, Smith, Schuster & Russell,
P.A.; First American title Insurance Company; Gold Bank; Freedman & Michaels, P.A.; Mark
Weldon; Kimpton, Burke & Bobenhausen. PA; and Gibbons, Cohn, Neuman, Bello, Segall &
Allen, PA that
a) This map of Plat of Survey ("Survey") is an "as built" on the ground survey of the
property depicted hereon ("Property") made on April 7. 2003 by me or directly under my
supervision in accordance with local professional practices.
b) The Survey meets the Minimum Technical Standards for Survey in the State of Florida
as set forth by the Florida Board of land Surveyors in Chapter 61617-6 Florida Administrative
Code. pursuant to Section 472.027 Florida Statutes, and the Survey satisfies the Minimum.
Standard Detail Requirements for Al TAlACSM land Title Surveys as adopted by the Amencan
Land title Association and the American Congress on Surveying and Mapping.
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SAN.
SEC.
S.F.
S.R.D.
T.O.B.
T.O.S.
TRANS.
T.V.
TWP.
U.P.
W.F.
TEL.
M.E.S
TYP.
MON.
DIP
DEPT.
ENG.
REV.# DATE
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c) The Survey and the information. details. courses and distances shown thereon are
true, correct and accurate.
d) All recorded easements and other exceptions as noted in First American Title
Insurance Company commitment number FA-C-6285 effective February 20. 2003, have been
correctly platted on the Survey.
e) Except as shown on the survey map, there are no discrepancies between the
boundary lines of the Property as shown on the survey map and as described in the legal
description of record.
f) Except as shown on the survey map, the boundary lines of the Property are con~iguo~s
with the boundary lines of all adjoining parcels, roads, highways, streets or alleys as descnbed In
their most recent respective legal description of record.
g) The boundary line dimensions as shown on the survey map form a mathematically
closed figure within plus or minus 0.01 feet.
h) All monuments shown hereon actually exist, and the location, size and type of material
hereof are correctly shown.
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n) The Survey shows the location of any visible telephone, telegraph, electric or other
,'ower line wires and poles on the Property.
0) The Survey shows the location and direction of all storm drainage systems for the
c:Jllection and disposal of all roof and surface drainage and all streams, rivers, ponds or lakes
located on, bordering on or running through the Property.
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BASIS OF BEARINGS:
WEST R/W LINE OF
GULF BOULEVARD
BBEING: S.22'50'39"W.
a' 20' 40'
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SCALE: 1" = 20'
p) The discharge from the Property or improvements thereon into streams, rivers, ponds,
IL1kes or other conveyance system is shown on the Survey.
q) There are no observable indications of recent building construction. alterations, repairs
or street or sidewalk repairs on the Property, except as listed hereon.
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r) The Property is located in a 100 year flood plain, or in an identified "flood plain area" as
defined by the U,S. Department of Housing and Urban Development, pursuant to the Flood
risaster Protection Act of 1973, as amended, as reflected by Flood Insurance Panel No. 125096
0014 B, dated August 9, 1991, which Panel covers the area in which the Property is situated.
Said map indicates that the Property is located in Flood Zone A 11 El= 11.00 feet.
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AIR CONDITIONER
ACRES
BACKFlOW PREVENTER DEVICE
CHORD
CALCULATED
CATCH BASIN
CHORD BEARING
CONCRETE BLOCK WALL
CONCRETE MONUMENT
CLEAN-OUT
CONCRETE
CENTERLINE
CHAIN LINK FENCE
CABLE TELEVISION
DEED
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ELEVATION
FOUND
FINISHED FLOOR
FIRE HYDRANT
FLORIDA POWER CORPORATION
GRATE INLET
GATE VALVE
GUY WIRE
IDENTIFICATION
INCORPORATED
IRON PIPE
IRON ROD
LICENSED BUSINESS
LIGHT POLE
MEASURED
~~C~~I1NEOUS
MEAN HIGH WATER LINE
MASONRY
NAIL AND DISC
NATIONAL GEODETIC VERTICAL DATUM
NUMBER
OVERHEAD WIRES
OFfiCIAL RECORD BOOK
POINT OF CURVE
PAGE
POINT OF BEGINNING
POINT OF COMMENCEMENT
POINT ON LINE
POINT OF TANGENCY
RADIUS
RECORD
REINFORCED CONCRETE PIPE
RANGE
RIGHT OF WAY
SET
SANITARY
SECTION
SQUARE FEET
STATE ROAD DEPARTMENT
TOP OF BANK
TOE OF SLOPE
TRANSfORMER
TELEVISION
TOWNSHIP
UTILITY POLE
WOOD FENCE
TElEPHONE
MITERED END SECTION
TYPICAL
MONITOR
DUCTILE IRON PIPE
DEPARTMENTG
ENGINEER IN
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BOUNDARY SURVEY OF:
A tract described as follows:
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From the Southeast corner of Section 19, Township 29 South, Range 15 East (said corner being
also the Northeast corner of Section 30, Township 29 South, Range 15 East), Pinellas County,
Florida, run N.89004'OT'W., along the North boundary of said Section 30, a distance of 2819.60
feet; run thence South a distance of 1012.67 feet to a point on the centerline of State Road No.
694 (County Road No. 208), run thence Northeasterly along the centerline of said State Road No.
694 along a curve to the right, radius 1909.86 feet, an arc distance of 572.13 feet, chord 569.99
feet, chord bearing N.23023'25"E., run thence N.31058'20"E., along said centerline a distance of
1393.67 feet; run thence Northeasterly along said centerline along a curve to the left, radius
1909.86 feet, an arc distance of 304.27 feet, chord 303.94 feet, chord bearing N.27026'30"E., to a
point of tangency of said centerline; run thence N.22050'39"E., along said centerline a distance of
1843.70 feet; run thence N.6r12'1T'W., a distance of 50.0 feet to a point on the Northwesterly
right-of-way line of said State Road No. 694, said point being the Easternmost corner of SAND
KEY CONDOMINIUM SOUTH BEACH 1, as recorded in Condominium Plat Book 14, Pages 83
thru 89, Public Records of Pinellas County, Florida; run thence N.22050'39"E., along said
Northwesterly right-of-way line of State Road No. 694, a distance of 446.49 feet to a Point of
Beginning. From said Point of Beginning, run N.6r12'1T'W., a distance of 279.35 feet to a cross
mark cut in the cap of a concrete seawall as a line marker; continue thence N.6r12'1T'W., to the
mean high water line of the Gulf of Mexico to a point hereby designated for reference as Point
"Z"; beginning again at the Point of Beginning, run N.22050'39"E., along said Northwesterly right-
of-way line of State Road No. 694 a distance of 169.01 feet; run thence N.6r12'1T'W., a
distance of 265.13 feet to a cross mark cut in the cap of a concrete seawall as a line marker;
continue thence N.6r12'1T'W., to the mean high water line of the Gulf of Mexico; run thence
Southwesterly along said mean high water line to the previously designated Point "Z."
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SURVEYOR'S NOTES:
This survey was prepared with the ben.:fit of First American Title Insurance Company
Commitment File No. FA-C-6285, dated February 20,2003.
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SURVEYOR AND MAPPER'S REPORT:
1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED.
2. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS. RIGHT OF WAY, AND/OR OWNERSHIP
WERE fURNISHED TO THIS SURVEYOR AND MAPPER. EXCEPT AS SHOWN.
3. ELEVATIONS ARE SHOWN THUS X 0,00
(PER SCHEDULE B)
10' Florida Power Corporation Easement - O.R. 6123, Page 2159, does not effect subject
property.
10' Public Access Easement - O.R. 5141, Page 1635 does not effect subject property
~
FLOOD ZONE: A 11 EL= 11'
Community Panel No.: 125096 0014 B
Map Index Date: August 9, 199"
REVISION
BASIS OF BENCHMARK:
Designation: Harris "D"
Elevation: 6.963
Mean Sea Level: 0.00
DESIGN:
<<(5.
BOUNDARY SURYKY
FLORIDA SURVE.YO~f$"'R,EG1$:fRA TIO'ti'NO~;'
FLORIDA ENGINEER'S~:REGiS)RAn(;ttft{O:
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CONSULTING ENGINEERS . LAND SURVEYORS . LAND PLANNERS
ST. PETERSBURG . ZEPHYRHILLS
J 'nO.
C.
DRAWN:
PINELLAS COUNTY
FLORIDA
BY REV.' DATE
BY CHECKED:
REVISION
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FOR:
Ruden, McClosky, Smith, Schuster & Russell, P.A.
CERTIFIED TO:
Taub Beach Properties, Inc.
Ruden, McClosky, Smith, Schuster & Russell, P.A.
First American Title Insurance Company
Gold Bank
Freedman & Michaels, P.A.
Mark Weldon
Kimpton, Burke & Bobenhausen, P.A.
Gibbons, Cohn, Neuman, Bello, Segall & Allen, P.A.
ORDER NO. 2003-141
April 7, 2003 - Boundary/Elevations
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'SECTION 19-29-15
NORTHEAST CORNER
I SECTION 30-29-15
N.89'04'07"W. 2819.60' ~
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WORK ORDER NO. 2003-141
DA TE: APRIL 7. 2003
SCALE: 1 "=20'
SHEET NO. OF
~ ELEVATION: 7gl-IOII
MEAN ROOF ELEV.
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GENERAL NOTES
A. GROUND LEVEL (01_011) == NGVD (71-011).
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2. BLUE TINTED GLASS.
3. WI-lITE PAINTED CEMENTITIOUS COATING.
4. PREFINISI-lED ALUMINUM GUARD RAIL.
5. PREFINISI-lED ALUMINUM FENCING.
b. STORAGE.
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8. ALUMINUM COLORED METAL ROOF.
g. OVERFLOW SCUPPER.
\0. PRECAST CONCRETE SILL.
II. IMPACT RESISTANT LOUVER.
12. CONTROL JOINT.
13. ALUMINUM COPING.
14. TRASI-l CI-lUTE VENT.
15. ALUMINUM LOUVERED DCX>R.
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BASE FLOOD ELEV.
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LEVEL SIX
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~ ELEVATION: 401-011
LEVEL FIVE
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LEVEL FOUR
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---f---r ..
I 11I1 1111
il lIIi 111I
II lIIi 111I
Ibd:: I
,
" ,
II i
i! I
i I
-- r -- --
J
..., ELEVATION: 271-4"
LEVEL TI-lREE
EXTERIOR ELEVATION - WEST
. ~
SAND KEY CONDOMINIUMS
UTOPIA
[! _J.I
I I
. I
I~~~ ~~~llirr~ LL
I'" 1 TC-cc----- ----no --
..., ELEVATION: 81-811
LEVEL ONE
: €OEEM~N~K1~MS~;M;i
, ' I,
Ii
~L
..., ELEVATION: 18-011
LEVEL TWO
-'--:~-:-']I
1350 GULF BLVD.
CLEARWA TER, FLORIDA
J=~
FL~ AROOll215
JEFF R. MENDENI-lALL
DUNEDIN
PI-10NE: (727) 733-0491
FAXI (727) 733-3316
ARCHITECTS
TAMPA
Pl-IONE: (813) 884- 2000
FAX: (813) 884- 0700
.
AA C001629
NO.
BY
DATE
REVISION
PROJECT NUMBER.
1 WEST ELEVATION
_ SCALE: 1/8G == 11-011
09-03-03
NO.
REVISION
CITY COMMENTS
03029
DATE.
CONSULTANT
400
~ ELEVATION: 7CJI-IOII
MEAN ROOF ELEV.
<3>
3
-q
o
-.;f
<(
I
0-
N
o
('ll
9
I...)
~
Q
I
0-
N
<:)
('ll
<:)
...;.
::::>
~ ELEVATION: 111-0"
BASE FLOOD ELEV.
]
('ll
cO
~ ELEVATION: f,1_OII
NGVD
('ll
<:)
<:)
N
!:::-
'S
I
KEYNOTES
127' -4"
MEAN ROOF ELEV.
ELEV. MECH ROOM
co
I
~
C'\J
"-. 0
I
C'\J
WHITE PAINTED
CEMENTITIOUS PLASTER
\
o
I
C'\J
BLUE TINTED GLASS
~
. '------l
~ ELEVATION: 741-8"
8TH FLOOR
~ ELEVATION: f>51-411
7TH FLOOR
z
2
l-
<(
~ UJ
cd a
Q ~
g 0
u.. ~
UJ UJ
: U) ~
2~ i3
I UJ. <(
'<>>2) Ow
~COI2)
<(- co
l- '" <(
::I: co l-
~ ::I:
UJ 0
::I: LU
u.. ::I:
8 u..
Cl! 8
z Cl!
<( z
~ ~
r:
~ ELEVATION: 5f,I_OII
f, TH FLOOR
~ ELEVATION: 4f,1-811
5TH FLOOR
~ ELEVATION:37'-411
4TH FLOOR
EXTERIOR ELEVATION
SAND KEY CONDOMINIUMS
~ ELEVATION: 281-0"
3RD FLOOR
1360 GULF BLVD.
SAND KEY, FLORIDA
SR. AN L. KARSK.
J==L
AROOl3046
~ ELEVATION: 181-1)11
V 2ND FLOOR
MILL FINISH ALUM.
GUARDRAIL
I
<:(>LLM.AN~I<ARS~V" '
i I i I
, i
ARCHITECTS
~ ELEVATION: '11-411
1ST FLOOR
CHAINLlNK FENCE
DUNEDIN
Pl-JONEI (727) 733-0491
FAX: (727) 733-3316
TAMPA
Pl-JONE: (813) 884- 2000
FAX: (813) 884-0700
.
AA C001629
BY
DATE
BY
DATE
NO.
REVISION
NO.
REVISION
PROJECT NUMBER>
03029
DATE.
07-17-03
CONSULT ANT
I WEST ELEVATION
_ SCALE: 1/811 := 1'-0"
A4.0
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
CP
3
~
"<t"
<{
I
cr-
~
9
~
a
I
cr-
N
o
('f)
o
..-:.
::)
6
~
cr-
~
o
N
r-~
:::>
J
MEAN ROOF ELEV.
~ ELEVATION: 7'1'-1011
MEAN ROOF ELEV.
~ ELEVATION: 74'-811
8TI-I FLOOR
~ ELEVATION: ~51_411
7T1-I FLOOR
~ ELEVATION: 56'-011
6 Tl-J FLOOR
~ ELEVATION: 4h'-8"
5TI-I FLOOR
~ ELEV A TION:37'-4'1
4TI-I FLOOR
~ ELEVATION: 28'-011
3RD FLOOR
~ ELEVATION: 18'-811
2ND FLOOR
~ ELEVATION: q'-411
1ST FLOOR
~ ELEVATION: 111_011
BASE FLOOD ELEV.
KEYNOTES
127' 4"
~I
0.J
"
ELEV. MECH ROOM
<0
J
:q.
'-
'-
'-
'-
'-
/
/
/
/
/
z
o
t=
~
.....l UJ
UJ a
a <:
8 e5
-I t-
LL Z
UJ UJ
= ~ ~
~co i3
I UJ = <:
"(,,>OLU
1'-2--->
<: ~I 2
j-"<:t<{
::r: OJ j-
~ :r:
UJ ~
::r: UJ
LL :r:
~ 8
z ~
i:5 z
!: i:5
r:
">t
WHITE PAINTED
CEMENTITIOUS PLASTER
- -- -------- --
BLUE TINTED GLASS
nl
EB
EB
EB
SAND KEY CONDOMINIUMS
EE
BB
EE
EE
WHITE PAINTED
CEMENTITIOUS PLASTER
EE
EB
E8
EXTERIOR ELEVATION
EEJ
ALUM. COLORED
METAL ROOF
1350 GULF BLVD.
SAND KEY, FLORIDA
AROOl3046
EE
BRYAN L. KARSKY
~==L
EE
MILL FINISH ALUM.
GUARDRAIL
I 1
€OI:.l&M.AN~K.A~56:M1
I ,
/
/
/
/
/
'-
'-
'-
\
\
ARCHITECTS
DUNEDIN
PI-IONE: (727) 733-0491
FAX: (727) 733-3316
.
AA C001629
~ ELEVATION: 6'-011
NGVD
TAMP A
PI-IONE: (8/3) 884- 2000
FAX: (813) 884- 0700
BY
DATE
NO.
NO.
REVISION
BY
DATE
J EAST ELEVATION
- SCALE: 1/811 ::: 1'-0"
REVISION
PROJECT NUMBER.
03029
DATE.
; .Y-~A \
&\ J
,,( ,.. r
\l b'
07-17-03
CONSUL T ANT
A4.1
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
105' 10"
(3)
3
-q
('.I
:'!
I
C)
('.I
o
m
o
./
~
o
I
C)
('.I
o
m
o
./
::::)
-
~.. .-. ------ _.~
ELEV, MECH ROOM
C\l <!)
0 ..........
I .-- I
C\l 0 ':.t
I .--
j I 'N
I .: _ _: _ __,-L "-
I I ~.1 "-
------i--------------- -- ------ --- - -- - - -- ~
BLUE TINTED I
GLASS ! \ ':.t
I eeee[ LLLL
LLLL
, LLLLL LLLL
I LL~LL LLLL
I
~ Ilrnnm 1111111 LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
~ ELEVATION: 741-5" LLLLL LLLL
I----
I
5Tf-l FLOOR
Ittt~~ LLLL
LLLL LLLL
eeeet LLLL
LLLL
I II I IDJlli LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
~ ELEVATION: ~51_4" LLLLL LLLL
7Tf-l FLOOR i . ----
-- I----- --------
LLLLL LLLL
GLASS BLOCK LLLLL LLLL
~ LLLLL LLLL
LLLLL LLLL
......
lillIl II IIII eeeee LLLL
LLLL
LLL~~ LLLL Z
~ ELEVATION: 5~I_O" LLLL _~LLL ()
i=
<(
~ TH FLOOR I GJ
WHITE PAINTED LLLLL LLLL LU -J
LLLLL LLLL 0 1.U
CEMENTITIOUS PLASTER LLLLL LLLL <(
"- LLLLL LLLL IX 0
~ I..!J 8
- !aw I LLLLL LLLL I- -J
LLLLL LLLL Z l1..
LLLLL LLLL UJ
LLLLL r-f--LLL IJ LU
~ ELEVATION: 4(/",1-5" <( ~ If)
-, ~ <(
5TH FLOOR I 00 OJ
<(.-- 1.U
LLLLL LLLL I >
WHITE PAINTED LLLLL LLLL 0 UJ ~ 2
eeeee LLLL .-- 6g:
CEMENT1TIOUS PLASTER t-LLLL I <(
~" ..q- ~ l-
. _1 . LLLLL LLLL OJ I- :I
eeeee LLLL I..!J
LLLL :I
~ ELEVATION:371-4" LLLLL +LLL I..!J GJ
UJ :I
I I :I lJ...
4Tf-l FLOOR l1.. ~
MILL FINISH ALUM. LLLLL LLLL 8
LLLLL LLLL
GUARDRAIL LLLLL LLLL IX Z
~ LLLLL LLLL Z <(
LiS UJ
LLLLL LLLL L:
I III llIII mil II LLLLL LLLL L:
LLLLL LLLL
~ ELEVATION: 281-0" Ilf LLLf--f-- +LLf--
I I
3RD FLOOR
LLLLL LLLL
LLLLL LLLL
CHAINLlNK FENCE eeee[ LLLL
--............. LLLL 1lllrf~
.~
1& [illillllill LLLLL LLLL
LLLLL LLLL
LLLLL LLLL
~ ELEVATION, 18'-8" LLf-f-L LLLL
~----
I I
I I
2ND FLOOR /
LLL~~ LLLL .
rI.. ELEVATION: CjI_411 LLLL LLLL
LLLL _LLLL
LLLLL _LLLL
V 1ST FLOOR ~
LLLLL LLLL
I I' I I I! I LLLLL LLLL
~;0\~~~~,,~m I I I i LLLLL LLLL
i i I LLLLL f--H+ I I I I I I-t--.
I! I I
.... -
I /
/
.....-- /
/ ~
/
'/
~ I"
"
"
"
" ~
E
o
m
o
ci"
m
o
o
('.I
!:::-
I SOUTH ELEVATION
_ SCALE: 1/8" ::: 11-0"
:5
-,
MEAN ROOF ELEVATION
ELEVATION: 7Q'-10"
MEAN ROOF ELEV.
ALUM. COLORED
METAL ROOF
OPEN COILING SHUTTER
GARAGE DOOR
ELEVATION: 111-0"
BASE FLOOD ELEV.
NO.
ELEVATION: (/",1-0"
NGVD
KEYNOTES
EXTERIOR ELEVATION
SAND KEY CONDOMINIUMS
1350 GULF BLVD.
SAND KEY, FLORIDA
BRYAN L KARSKY
J=L
AROOl3046
C()LL.M.AN~I<.ARS~N, i
, I
, ,
DUNEDIN
P~ONE: (727) 733-0491
FAX: (727) 733-3316
ARCHITECTS
TAMPA
PI-IONE: (813) 884- 2000
FAX: (813) 884- 0700
.
AA C001629
BY
DATE
BY
DATE
REVISION
NO.
REVISION
PROJECT NUMBER.
03029
DATe.
07-17-03
CONSUL T ANT
A4.2
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
KEYNOTES
OPEN COILING SIi
GARAGE DOOR
-
--- ---.- - -~ ~-
TION I ELEV. MECH ROOM
N
CD '-.. 0
I ~ I
""'" 0 N
..- I
I I
N
/ . -- .-_.,~ ----
~ -- -- I y I r
II -,
__.J-_ 1-::.- 1-- - -- ---- ~ --------------- -----------
--- -- - --- c--
1
---- / BLUE TINTED
~ --1 -- GLASS
LLLLL LLLL
CCCCC LLLL /
LLLL
II LLLLL LLLL
Ii LLLLL LLLL II I
LLLLL LLLL
LLLLL LLLL
Lf--f--f--!- +f--f--f-- ~ ELEVATION: 741-8"
8TI-J FLOOR
I --
I LLLLL LLLL
LLLLL LLLL
cccc[:: LLLL
LLLL
LLLLL LLLL IIIIlImII 100 .
LLLLL LLLL
LLLLL LLLL
Lf+f--f-- -H-++ -- ~ ELEVATION: ~51-4J1
1 1 7T1-J FLOOR
1-- - ---.---. .. _n_.__ --
I II LLLLL LLLL
LLLLL LLLL GLASS BLOCK
LLLLL LLLL
LLLLL LLLJ.-.
.--
LLLLL LLLL -]]]] 00
LLLLL LLLL I ~
LLLLL LLLL
Z Lf--f--f--L -!-LLL '" ELEVATION: 5~'_O"
0
i= I I f, TI-J FLOOR
<( -- ---- -
GJ ttttt LLLL
.....l UJ LLLL
UJ a LLLLL LLLL
<( LLLLL LLLL_
a Q!:
8 '-' LLLLL LLLL . .
.....l I- LLLLL LLLL
LL Z LLLLL LLLL ~ ELEVATION: 461-8"
UJ LLLLL -!-LLL
UJ ~ -- ------ ..-----
<J)
0 <( (3 I 5TI-J FLOOR
..- co -- --- - ----
, =r --tttt
I UJ : <( LLLLL
2~ UJ LLL~~ LLLL ,
(J) LLLL LLLL
l"- e:; LLLL _LLLL
<( a I ~
\-.q- LLLLL LLLL -
::rCO I- LLLLL LLLL
LLLLL LLLL
'-' ::r LLLLL +LLL ~ ELEV A TION:371-4J1
i:iJ '-' I
::r i:iJ 1
::r 4TI-J FLOOR
LL I I -- -- -- --.- ..- "- .
8 LL WHITE PAINTED
8 I LLLLL LLLL /
Q!: LLLLL LLLL CEMENTITIOUS PLASTER
LLLLL LLLL
:z Q!: LLLLL LLLL
<( :z
UJ <( LLLLL LLLL
E: UJ LLLLL LLLL II! III ~ I ~I] I-
E: LLLLL LLLL I
LLLLL -!-f--f--f-- ~ ELEVATION: 281-0"
------- I
I
I 3RD FLOOR
I -- -----
, , MILL FINISH ALUM.
LLLLL LLLL V
LLLLL LLLL GUARDRAIL
LLLLL LLLL
LLLLL LLLL /
CHAINLlNK FENCE
LLLLL LLLL 1[1 .
LLLLL LLLL III
LLLLL LLLL ~ ELEVATION: 181-8"
~III LLLLL +LLL
111
I 2ND FLOOR
---- . _. -
. ~~
I LLLL LLLL
LLLL LLLL "" ELEVATION: CjI-4"
I LLLLL __LLLL
LLLLL _LLLL ~v 1ST FLWR
LLLLL LLLL m m Jill
ttttr LLLL ~~ wm 1illIDI~~ ~~~
LLLL
-rl I I I I I I f--LLLf-- +LLf-- ! !
UTTEr ..........
\ I"'"
-- -r~
I i ;c==
I \ -
I " ---.-- -
I " ,
" -
"
V. -
-
/ -
/
/ ------ - '---
I /
105' 10"
MEAN ROOF ELEV A
~ ELEVATION: 1'11-10
MEAN ROOF ELEV.
EXTERIOR ELEVATION
SAND KEY CONDOMINIUMS
ALUM. COLORED
METAL ROOF
1360 GULF BLVD.
BRYAN L KARSKY
J=~
SAND KEY, FLORIDA
AROOl3046
0>
3
--q
('l)
~
I
C>
N
o
('l)
o
/"
U
Q!:
a
I
C>
N
a
gj
--:-:
:::>
, ,
€OIlliI:.M:AN~K::ARS~M
,
, ,
~ ELEVATION: 111-01
BASE FLOOD ELE
DUNEDIN
PHONE: (727) 733-0491
FAX: (727) 733-3316
ARCHITECTS
.
AA C001629
TAMPA
PHONE: (813) 884- 2000
FAX: (813) 884- 0700
~
'-fl
cO
"" ELEVATION: f,1_OI
NGVD
REVISION
03029
BY
DATE
BY
DATE
REVISION
PROJECT NUMBER.
DATE.
07-17-03
('()
o
o
N
CONSULTANT
r--
I NORTI-I ELEVATION
_ SCALE: 1/8" == 11-0"
A4.3
"3
J
NOT FOR CONSTRUCTION - PROGRESS PRINT SET 07.16.03
Yellow Lantana
I <jal., I 2" ht.. x I 2" spr.
Podocar us
3 gaL, 24" ht. x 24"spr.
5 Cflnum Lily
15 gaL, 3G" ht. x 3G" spr.
Med 001 Palm
10' c.t.
Dwarf Oleander
3 gal., 24" ht. x 24" spr.
IndIan Hawthorn
3 gaL, 18" ht. x 18" spr.
Red Oleander Standard
7-8' ht. x 41 spr., full
Podocarpus
3 gaL, 24" ht. x 24" spr.
Crlnum Lily
I 5 gal., 3G" ht. X 3G" spr.
Med 001 Palm
10' c.t.
3
Cabba e Palms
c. t. as noted on plan
Bougainvillea
3gal., 24" ht. x 24" spr.
Cardboard Palms
15 gaL, 42" ht. x 42" spr.
RE'TENTION
AREA
TOB = 7.5
We) = 6.9
BC;T = 4.0
G
3
50
Indian Hawthorn
3 gal., 1811 ht. x 1811 spr.
Cabba e Palms
C.t. as noted on plan
~ PALM TREE
TREE LEGEND:
'b~
C/f Q !340
l.!J1o~
~Co
~,
is:,
I.<J
"'\:T'{ji
/ "": !
~ E!
r::q~
fI
t'j
Nora Grant Ixora
3 gal., 24" ht. x 24" spr.
304
Site VIsibility TrIangle
3011 max. ht. for plantlngs
20
12
3
7
31
50
33
NflGHBOR'S LANDSCAPE
,,'>
h'
of.
'oq,
h'
of.
20
("Y) Plant Materials Schedule
<::) QuantIty Code. Botanical Name Common Name Specification
<::)
ru
to ' G CYR Cycas King Sago /5 gal., 3GII x 3G"
l(1. G
~ /8 BOU Bougainvillea spp. Bougainvillea 3 gal., 24" x 24"
("Y)
to 20 CA Crlnum aSlatlcum Crlnum Lily 7 gal., 3011 x 30"
~
- . 110 CU Coccololhl UV,rcrJ 3cc::l Crc::lpc 3 cjc::ll., 48" x 24"
-
c 92 IX Ixora Nora Grant Nora Grant Ixora 3 gal., 2411 x 24"
::l
J
'0 G2 LAC Lanatna camera Yellow Lantana I gaL, 1211 ht. x 1211 spr.
Q.J
~
/80 LMG Llrlope Muscarl GIant Llrlope I gaL, 1211 ht. x 12" spr.
en NEIGHBOR'S LANDSCAPE
3 33 NO Nerlum oleander Oleander 3 gal., 3G" ht. x 24" spr.
'0 '--.......
C) 34 Nap Nerlum oleander IIdwarf plnkll ,......"
z: Dwarf Pink Oleander 3 gal., 2411 ht. X 24" spr.
<t
--.J
>- G NOS Nerlum oleander standard Tree Form Oleander 7-8' ht. x 4' spr.
UJ
:>::::
C) 3 PD Phoenix dactyltfera MedJool Palm 10' C.T.
z:
~ GO POM Podocarpus spp. Podocarpus 3 gaL, 24" ht. x 24"spr.
-
("Y)
ru 9 RE Rhapls excelsa Lady Palm 7 gaL, 3G" ht. x 24" spr.
m
<::)
- /90 RI Raphlolepls Indica Indian Hawthorn 3 gaL, 18" ht. x 18" spr.
("Y)
<::)
<::) 3 RE5 Roysonea reglna Cuban Royal Palm
ru 12' C.T.
-
(Jl 55 5B Spartlna bakerll Sand Cordgrass
.w 3 gaL, 24" ht. x 24"spr.
u
llJ
0 2/ SP Sabal Palmetto Cabbage Palm C. T. as noted on plan
L
Il /54 TJN T rachelospermum aSlatlcum "mlnlma"
- Dwarf Confederate Jasmine I gal., G" ht. x I 2" spr.
(Jl
en
c 50 TJV T rachelospermum Jasmlnoldes Var. Confederate Jasmine 3 gaL, 12" ht. X 24" spr.
.....
3
lU 2G WR Washmgtonla robusta Washlngtonla Palm
L C.T. as noted on plan
C)
-
u 3 ZFU Zamla furfuracea Cardboard Palm
..... 15 gaL, 42" ht. x 42" spr.
.-t
D
::l
a..
-
-<
.w
C
.n
'L>
z:
-
-
Dwarf Oleander
3 gaL, 24" ht. x 24" spr.
Dwarf Conf. Ja5mlne
I gal., G" ht. x I 2" spr.
GENERAL LANDSCAPE NOTES
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted 011 plan.
3. All palms and trees shall have straight trunks with no tWists, knotting or other defective characteristics.
4. Mulch shall be I 00% fine Bark, Installed to a minimum thickness of 2".
5. Sod shall be 95% weed free St. Augustine "Floratam", Installed with tight JOInts.
G. All dimensions shall be field checked by the Landscape Contractor prior to construction with any
discrepancies reported to the Landscape Architect.
7. All materials shall be as specified on the plans. If materials, labor or installation technrques do not adhere
to the speCifications. they will be rejected by the Landscape Architect with specified materials and Installation
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materials or changes to the draWings or speCIfications shall be made.
9. All reqUired permlt5 are to be prOVIded by the Installing contractor unless speCifically stated otherwise In
the speCIfications.
10. Contractor Identification signs shall not be allowed on the proJect.
I I. Contractor shall be responSible for all Items as shown or deSCribed on thiS plan and speClflcatlon5.
I 2. All proposed landscape and sod areas containing turf or weeds shall be treated With "R.ound-up' per
manufacturerls speCifications.
13. Landscape Contractor shall prOVIde all necessary site preparation reqUired to ready the Site for planting as
specified.
I 4. The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
I 5. All repairs and/or replacements shall be made by the Landscape Contractor Within I 0 working days upon
notification of any defiCienCies by the owner or their representative.
I G. All questions regarding the Landscape Plans and SpeCifications shall be directed to the Landscape
Architect at (727) 787-2840.
FERTILIZATiON
Shrubs and Trees
All trees and shrubs shall be fertilized With "Agrlform" 20-15-5 planting tablets at time of planting and prior to
installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that IS between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
Trees:
I - 2 I gram tablet
2 - 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each 1/2" caliper of trunk
Groundcover Areas
All groundcover areas shall receive fertilization With "Ozmocote" time release fertilizer per manufacturer's
specifications.
304
4 Dwarf Oleander
3 gal., 24" ht. x 24" spr.
2 Red Oleander Standard
7 -81 ht. X 41 spr., full
35 Indian Hawthorn
3 gaL, 18" ht. x 18" 5pr.
50 Dwarf Conf. Jasmine
I gaL. G" ht. x 12" spr.
Podocarpus
3 gaL, 24" ht. x 24" spr.
Med 001 Palm
10' c.t.
Cflnum Lily
15 gaL, 3G" ht. x 3G" spr.
Yellow Lantana
I gaL, 12" ht. x 12" spr.
2/3 Tree dnphne
Existing tree to
remain
48' Height
I x4 pt raIl!!!
2x4 pt f'O!!It
24" Depth
15t1nc:l c:lrade
o TREE PROTECTION DETAIL
Set tree plumb.
wltll luf-' ut
rootball I 1/2'
above finish
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COPLEY DESIGN ASSOCIATES. INC
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 346RJ
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Managemeht
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LEGAL DESCRIPTION
A TRACT DESCRIBED AS FOLLOWS:
FROM THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 29 SOUTH.
RANGE 15 EAST (SAID CORNER BEING ALSO THE NORTHEAST CORNER
OF SECTION 30. TOWNSHIP 29 SOUTH, RANGE 15 EAST) PINELLAS
COUNTY, FLORIDA; RUN N89.04'07" WEST ALONG THE NORTH
BOUNDARY OF SAID SECTION 30 A DISTANCE OF 2819.60 FEET; RUN
THENCE SOUTH A DISTANCE OF 1 012.67 FEET TO A POINT ON THE
CENTERLINE OF STATE ROAD NO. 694 (COUNTY RD. NO. 208); RUN
THENCE NORTHEASTERLY ALONG THE CENTERLINE OF SAID STATE ROAD
NO. 694 ALONG A CURVE TO THE RIGHT (RADIUS 1909.86 FT.) AN
ARC DISTANCE OF 572.13 FT. (CHORD - S69.99 FT. CHORD BEARING-
N2S23'25"E); RUN THENCE N31.S8'20"E ALONG SAID
CENTERLINE A DISTANCE OF 1393.67 FT.; RUN THENCE NORTHEASTERLY
ALONG SAID CENTERLINE ALONG A CURVE TO THE LEFT (RADIUS-
1909.86 FT.) AN ARC DISTANCE OF 304.27 H. (CHORD - 303.94 H.,
CHORD BEARING - N27.26'30"E) TO A POINT OF' TANGENCY OF' SAID
CENTERLINE; RUN THENCE N22.S0'39"E ALONG SAID CENTERLINE A
DISTANCE OF 1843.70 FT.; RUN THENCE N67"12'17"W A DISTANCE OF
50.0 H. TO A POINT OF THE NORTHWESTERLY RIGHT-OF-WAY LINE OF
STATE ROAD NO. 694, SAID POINT BEING THE EASTERNMOST CORNER
OF SAND KEY CONDOMINIUM - SOUTH BEACH 1, AS RECORDED IN
CONDOMINIUM PLAT BOOK 14, PAGES 83 THROUGH 89, PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA; RUN N22.50'39"E ALONG SAID
NORTHWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 694 A
DISTANCE OF 446.49 H. TO A POINT OF BEGINNING; FROM SAID
POINT OF BEGINNING, RUN N67" 12' 17"W A DISTANCE OF 279.35 H.
TO A CROSS MARK CUT IN THE CAP OF A CONCRETE SEAWALL AS A
LINE MARKER; CONTINUE THENCE N67" 12' 17"W TO A MEAN HIGH WATER
LINE OF THE GULF OF MEXICO TO A POINT HEREBY DESIGNATED FOR
REFERENCE A POINT "Z"; BEGINNING AGAIN AT THE POINT OF BEGINNING.
RUN N22.S0'39"E ALONG SAID NORTHWESTERLY RIGHT -OF -WAY LINE
OF STATE ROAD NO. 694 A DISTANCE OF 169.01 H.; RUN THENCE
N67" 12' 17"W A DISTANCE OF 265.13 FT. TO A CROSS MARK CUT IN
THE CAP OF A CONCRETE SEAWALL AS A LINE MARKER; CONTINUE
THENCE N67" 12' 17"W TO THE MEAN HIGH WATER LINE OF THE
GULF OF MEXICO; RUN THENCE SOUTHWESTERLY ALONG SAID MEAN
HIGH WATER LINE TO THE PREVIOUSLY DESIGNATED POINT "Z".
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FLOOD ZONE INFORMATION
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE VE PER FLOOD INSURANCE RATE MAP 125096 0014 E
MAP REVISED: JULY 2. 1992
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SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
C. FRED DUEL, FLORIDA SURVEYOR'S REGISTRATION #827
DATED: 04/07/03
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SECTION 19 , TOWNSHIP 29 S, RANGE15
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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SITE DATA
EXISTING (E) PROPOSED (p) REQUIRED
HDR HDR HDR
ZONING:
RH RH RH
LAND USE:
ATTACHED DWELLINGS ATTACHED DWELLINGS
USAGE: VACANT 31 UNITS PERMITTED
LOT AREA: 46,037 S.F. 46.037 S.F. 15,000 S.F.
1.06 ACRES 1.06 ACRES
N/A 30 UNITS PER ACRE 30 UNITS/ACRE
DENSITY 31 UNITS
BUILDING COVERAGE: --- 13.114 S.F. N/A
(S.F. & % OF GROSS SITE) 28.5%
GROSS FLOOR AREA (S.F.): 13.114 S.F. 0.60
---
F.A.R.: 0.285
FRONT: 0' TO PAVEMENT 20' TO PAVEMENT 25'
BLDG. 10' TO PAVEMENT ~) . !---.
SETBACKS: SIDE: 0' TO PAVEMENT 8' TO PAVEMENT ( ) 10'
REAR: 0' TO PAVEMENT 0' TO POOL DECK; 18.8' TO POOL 15'
12' TO PLANTER
BLDG. HEIGHT: 79.83' - MEAN HEIGHT 130'
---
FROM BASE FLOOD ELEV.
PAVED VEHICULAR USE AREA: 39,940 S.F. 18,128 S.t.
(V.U.A.) 0.39 ---
IMPERVIOUS SURFACE RATIO: 39,940 S.t. 31.358 S.t. 0.85
(J.S.R.) 0.868 0.681
OPEN SPACE: 6.097 S.F. 14,679 S.t. 15%
(S.F. & % OF GROSS SITE) 13.2% 31.9%
PARKING LOT INTERIOR LANDSCAPING: N/A 278 S.F. 10%
(S.F. & % OF V.U.A.) 1.5%
PARKING: --- 53 47 SPACES
PARKING CALCULATIONS: 1.5 SPACES PER UNIT - 31 UNITS x 1.5 PRKG SPACES = 47 SPACES REQUIRED
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0323
B.J.V.
H.G.
OS/24/03
Descri tion
INDEX OF SHEETS
C1.1 CIVil SITE'DATA
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVIL SITE DETAILS
L - 1 LANDSCAPE DEVELOPMENT
PLAN
IR-1 IRRIGATION DEVELOPMENT
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NEW ELEVATION
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EXIST. STORM SEWER
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NEW UNDERDRAIN I ___________ I
EXIST. SAN. SEWER - ','
NEW SAN. SEWER - I - I - I -
EXIST. WATER SERVICE - - - - - - - - -
NEW WATER SERVICE - - - - - - - - -
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NEW INLET .
NEW SAN. MANHOLE e
NEW CLEAN-OUT(C.O.)
C.O.
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NEW BUILDING AREA
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
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OF NEW UTILITY TO EXIST.
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METER
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
NES Comm.:
Drawn By:
Checked By:
Issue Date:
Revisions:
No. Date
6
/ /
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALt REMAIN, THE.F.1RO~T'i OF. THE
ENGINEER, AND SHAll NOT B REPRODUCED. PUBUSHEO OR USED' IN' ~. ,WAf' lIYlTHQUT
THE CONSENT OF THE ENGIN ER. _ COPYRIGI:fT, '20Q~ . NOT. F'U~iSHED.
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S.W.F.W.M.D. / EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D .30.3.3, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEfER PERf ORAl IONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
CLEARING AND GRUBBING NOTES
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
CLEARING AND GRUBBING NOTES ICON'TI
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PU.NS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER SYSTEM NOTES
1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2. ALL WATER SYSTEM WORK SHALL CONFOIRM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITIH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7. ALL FiTTiNGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCOR;V.!~CE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANIT ARY SEWER NOTES
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI 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.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANIT ARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVITY 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 EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE REQUIREME~NTS ICON'TI
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO Iv1AINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS 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 10FT. SEPARATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TR~ENCH 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 JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WI~.TER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CRC,SSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LWt: A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PI.ANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC 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 METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIiE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO 'HE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING. GRADING. DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTAll EXTRA AASF MATFRIAL WHEN THF OISTANCF
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED ro 98% OF MAXIMUM
DENSITY PER MSHTO T -180.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER MSHTO T -180.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE9 MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE"'SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDEIRGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUIBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUcTuRES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOJP FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTIOIN. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
,.
---'
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND. SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED - -
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATlONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY 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 PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF RFOUIRFD.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE. AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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OS/24/03
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LEGEND
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
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REMOVE/RELOCATE TREE.
REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES. SHRUBS, PIPES, INLETS. GREASE TRAPS. SIGN.
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P.. AND
PINELLAS COUNTY.
REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
REMOVE ASPHALT AND BASE.
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NOTES:
1. PER SECTION 3-1302.0. "NO LIGHT WITHIN 300 FEET SHALL BE VISIBLE
OR EXTEND TO AREAS IDENTIFIED AS SEA TURTLE NESTING AREAS DURING
THE NESTING SEASON OF MAY 1 TO OCTOBER 31."
PROPOSE!fIS'\
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2. NO EXTERIOR LIGHTING WILL CREATE SPILLAGE ONTO OR
IMPACT ADJACENT SITES.
3. NO EXTERIOR SIGNAGE IS PROPOSED AT THIS TIME. THE APPLICANT WILL
COME BACK TO THE CITY STAFF SUBSEQUENT TO COB FOR THE
COMPREHENSIVE SIGN PROGRAM PROCESS.
ADVERSELY
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TREE LEGEND:
~-REF
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TREE LEGEND:
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RETENTION AREA
7 5 1200 S.F.
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ANCHOR STUD
GRATE FRAME W/STUD. STEEL
FRAME W/2 ANCHOR STUOS
PER SlDE - EQU.4l. CENTERS.
GALVANIZE AFTER FABRICATION
NOTE:
ALUMINUM BARS @ 6" O.C.
ANCHOR
STAN)AfI) DET AL
18"
TOP VIEW
.
~
~
CAST IRON RETICUlINE
GRATE, TRAFFIC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
64 P 012" O.C.E.W.
, Ox1 0 W.W.M.
NOTE:
1. CUT PIPE FLUSH
w/lNSDE FACE OF
WN.l...
2. MORTAR BOTTOM TO
MATCH INVERT OF
OUTFAlL PIPE.
SIDE VIEW
N..ET DET AL
N.T.S.
MITERED END SECTION DETAIL
N.T.S.
SEE PlAN
P/L
TOP ELEV. 7.5
3.5'
4: 1 SIDE SLOPE
BOTTOM
ELEV. 4.0
NOTE:
SAND BASED SOD
SIDES & BOTTOM
HElISI!:
PlACE SOD 1/2.
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSfTI\IE DRAINAGE (4:1 w.x)
t.lEET EX.
""'."~ COMPACTED GROUND
SEE PLAN
P/L
RETENTION BASIN DET AIL
N.T.S.
GROUND TRANSITION
A T THE PROPERTY LINE
N.T.S.
1-1/2" TYPE S-3
ASPHALT @ 1/4"
PER FT. MIN.
EXCEPT AS NOTED
'"
5" L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
9870 MAX. DENSITY
SUBBASE
STABILIZED
40 L.B.R.
COMPACTED TO
9870 MAX. DENSITY
ASPHALT @ 1/4"
PER FT. MIN.
EXCEPT AS NOTED
L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
9870 MAX. DENSITY
SUBBASE
COMPACTED TO
9870 MAX. DENSITY
.IN R.O.W. & DRIVEWAY SECTION
N.T.S.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
NEW SURFACE
(SEE NOTES 1 & 2) EXIST. SURFACE
l'
EXIST. SURFACE
VARIES I
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 5" COMPACTED LAYERS
TO 9870 OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-180, LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
BASE
T~I .:-;....~ iTIl1111 I
,,- ~. . :='1',','
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HANDICAP PARKING
N,T,S.
STRIPING DET AIL
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLlTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITNE DRAINAGE
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
ROOF DRAIN
FIN. GROUND
BEGIN TOP OF
BANK 2' FROM
EDGE OF WALL
(TYP)
CONTROL STRUCTURE DET AL
N.T.S.
6' MAX.
-1
.-
15"
to
18"
"""
OPTIONAL
POST
POSITION
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
Pu\CEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
5' ! UTILITY (Le. SANITARY
SEWER, WATER SERVICE,
"'VI..., ,.",." FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
~~W'SC~
'~~ :&~~
UTlUlY WITHIN 5' or BLDG.
BY PLUt.lBING CONTAACTOR.
FINAL CONNECTION BY PLUMBING
CONTRACTOR UNLESS OTHERWISE
COORDINATED BY THE G.C.
MEDIUM BROOM
~ FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' lEVEl 2' LEVEl
I SHOlADER I VARIES (SEE PLAN) I SHOULDER I
SOD 'SLOPE 1/4" PER FOOT I J SOD
111I=II!1=:ill~lil~ w- 'Irl;tl~OMPACTED FILL OR
UNDISTURBED SOIL
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
@ 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
N.T.S.
CONCRETE WALK DET AIL
HANDICAPPED PAVEMENT SYMBOL
N,T.S.
UTILITY CONNECTION
A T ALL BUILDINGS
N.T.S.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
SIL T BARRER DET AL
N.T.S.
SANITARY SEWER
CLEAN-OUT DETAIL
N.T.S.
BLUE
BACKGROUND
1-1/2"R
1/2" WIDE
WHITE BORDER
AND SYMBOL
(0
WHITE
BACKGROUND
PARKN3 BY
DISABLED
PERMT
ON.Y
1" SERIES "c"
LETTERS
1/2" BLACK
BORDER
1.5"
1"
1"
1"
1.5"
WHITE :
BACKGROUND \0
$255 FIE
F.S. 318.14
3" 6"
FTP-M
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
. FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
RETENTION BASI N
r ROUGH GRADE
</.., STORM PIPE(S)
DIRECTED TO
RETENTION BASIN
GREASE SKIMMER
PosmON CONTROL STRUCTURE
AT THE TOE OF SLOPE
BOTTOM
1 PLACE EROSION & SILTATION CONTROL. SEE SHEET C1.2
AND PLANS.
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN
WITH PIPES.
CONTROL STRUCTURE
3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE.
4 PLACE GREASE SKIMMER.
5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S).
RETENTION BASIN I UNDIERDRAIN DET AIL (1)
N.T.S.
RETENTION BASIN
PROJECTED SIDESLOPE
AND BOTTOM OF
RETENTION BASIN ~
BOT. ~ ,../
"//~V'{ SEE UNDERDRAlN
" DETAIL FOR
~. DIMENSIONS
~
" BOTTOM OF TRENCH
',' / /'/'~'>./>/'~ ,~v>~/,';,r;"/":-:" ,-'> ~,"::<>,///....,>::v>,;/,f;
TRENCH WALL
(PROVIDE SHORING IF REO'D)
EXCAVATE
TRENCH
FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO 95r.; OF MAX DENSITY.
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN
AS REQUIRED.
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PILACEMENT
OF UNDERDRAlN. (A COPY OF SOIL REPORT MAY BE PROVIDED IF
REQUESTED AS SUPPLEMENTAL INFORMATION ONLY)
4 CONTACT N.E.S. FOR INSPECTION.
DET AL (2)
N.T.S.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 270
SIGN SPECFlCATIONS
1. 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
," HIGH SERIES "c"
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER ADA
REQUIREMENTS
FINISHED
GROUND
HANDICAP PARKING SIGN DETAIL
N.T.S.
'.
.'
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
RETENTION BASIN
TOP OF
BANK
18. OPENING
UMIT OF SOD
- TRENCH WALL
SOCK
<'
. ro FILTER MEDIUM .
. ~ (StE .SPE~S. 5"PVC
~}~~SHT CL2) ~SNE~E~~~~)
W/PERMEABILlTY COEF. L IMPERVIOUS MEMBRANE (30 MIL)
O(OOF ONO.2TOpLACCME/~EE~BRANE AT ALL SIDES EXCEPT At OPENING.
'" '" ALL SEAMS MUST BE WELDED
AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S
RECOMMENDATION.
NOTE:
NEITHER 157 ROCK NOR FILTER MEDIA SHALL BE COMPRISED
OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE
AGGREGATE. (SEE SPECIFICATIONS SHEET C1.2)
DETAIL (3)
N,T.S,
PLACE CONC.
SlAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
RETENTION BASIN
UNDERDRAIN CLEAN-OUT
w/18.x18.x4. CONC. COllAR
FlUSH AT SIDE SLOPE.
TOP OF
BANK
, -.--/I/'~'v//"';",
be'. _']1'
r=:-
. I COMPACTED
APPROVED FILL
6" SOLID PVC
w /9(1' LONG
SWEEP ELBOW
CONNECT MEMBRANE
TO 6"PVC WATER TIGHT
(SEE U.S.!.)
6"PVC
UNDERDRAlN
BOTTOM
OF BASIN
FilTER
MEDIUM
NOTES:
1. PRCMDE 5'x5'x4"
THICK CONe. SLAB
o ALl EMERGENCY EXITS.
2. CONFORM TO ABOVE
DETAIL fOR PlJIClNG
WALKS AT THE BLDGS.
L IMPERVIOUS
MEMBRANE
UNDERDRAlN CLEAN-OUT
N.T.S.
PLACEMENiT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
SAMPLING
ARRANGEMENT
INSTALL 2" PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OIFFS FOR
WATER SAMPLING
TO BE PER
PINELLAS COUNTY
HEALTH DEPT.
ENGINEERING DIV.
CLWTR. OFFICE
538- 7277
3/4" SAMPLING
COCK
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
8" MIN. CONC.
ENCASEMENT
6" PVC 1/12 BEND
6" WYE
PLUG
6"x4" REDUCER
(IF REQUIRED)
BLOW-OFF &
SAMPLtJG POINT
N.T's.
TOOLED GROOVES
3/8" WIDE, 3/8"
lJt..U..J, ,5" V.C. IV
BE MADE AT INITIAL
POURING
GRADE
WATER MAIN 0
STORM DRAIN
18" t.lIN. VERTICAl CLEARANCE
I
(J)
aoE
~ ~~~~f~~~
~~ 10' 10'
r') ~ WATER toWN OR
STORt.I DRAIN
DJ.P. IS USED IN PLACE OF P.V.C.
fOR A NIN. OF 10' EACH WAY
FROM It or WATER IoWN WHEN
THE VERTlCAI.. CLEARANCE BETWEEN
I WATER 4: SEWER IAAINS IS 1 SU OR LESS.
IS" OR "ORE ~ CL I
~0'0'~hW#~~3-
P.V.C. OR V.C.P. "IATC'.
SAN. SEWER GRAVIlY IoWN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED.
GRADE
-----:r
. .
<O~
~ WATER t.IAlN I') ~
+
10' NIN.
HORIZONTAl Cl.EARANCE~
STORhA SEWER +
OR SAN. SEWER
GRAVITY MAIN
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRILLED
ON 1" CENTERS
CURB
r-..
3000 PSI CONC.
HAN>ICAP RAMP DET AL
N.T.S.
.
'<t
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SIGN POST DET AIL
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CURB
FLUSH CURB
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I NES Comm.: 0323 l
I Drawn By: M.D.S. I
I Checked By: H.G. I
Issue Date: OS/27/03
Revisions:
No. Date Descri tion
en
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COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
@ 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
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THIS DRAWING IS AN INSTRUMENT OF SERVlCE'~O SHALt. "REt..WN. TIiE PROPERTv OF:'THE
ENGINEER, AND SHALL NOT BE REP DUCED,' PUBusHEOOR USED'I~ mY WAY WITHOUT
THE CONSENT OF THE ENGINEER.' .: COPYRIGHT' 2003 NOT PUBLISHED
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GENERAL IRRIGATION NOTES
I . Rep;:ur or Install a new automatic Irrigation system to provide I 00% coverage of all landscape areas.
2 Shrub risers shall only be used In hedges or mass plantlngs. Risers shall not extend more than 2" above the
Installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall shrub risers be
Installed adjacent to walkways, driveways or other areas where they may be damaged.
3. All heads Installed In planting areas along walks, drives and parking lots shall be 12" pop-up fixed spray
heads. All heads shall be Installed With the top of the spray body flush With finish grade. All groundcover areas
shall be Irrigated With I 2" pop-up fixed spray heads and extensions as requIred.
4. All sodded areas shall be Irrigated With 4" pop-up spray heads or pop-up gear driven head5 unless
otherWise specified.
5. Pipe, valves and other Irrigation equipment may be shown In drives, walks or bUildings for clarity only. Install
all valves and other equipment In landscape beds for best accessIbility and concealment.
b. Valves shall be Installed In a manifold Within a valve box of suffiCient size to service all valves Within the box.
Valve box shall be free from any debriS which may cover valves. Provide a 3" depth gravel sump at the bottom of
the valve pit.
7. All mgatlon equipment and installation techniques shall meet federal, state and local codes, regulations and
ordinances.
8. All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on fleXible
polyethylene sWing jOints.
9. Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere possible. PreCipitation
rates and head type should be compatible Within each zone.
10. Gear driven heads shall not be Installed In shrub areas or be Installed on risers where possible.
I I. Controller shall be mounted as shown on plan
12. All sleeves shall be schedule 40 pipe Installed a minimum of /411 below grade. Sleeves shall be used only
to Install laterallrrlgabon lines through. Sleeves shall not be used as a method to convey water through the
system.
13. Adjust all heads to provide maximum coverage and effiCiency and minimiZe overthrow. Imgatlon heads shall
not spray over walks, drives or any other non-irrigated areas.
14. EqUipment shall be manufactured by, "Tord, "Ralnblrdll or IIHunterll or as otherWise stated on the plans.
15. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (PSI) and
water flow, gallons per minute (GPM) as required by the Irrigation system. Nottfy the Landscape Architect If there
IS any discrepancy.
I b. All permits required for installation shall be prOVided by the contractor.
I 7. Refer to the Landscape Plans when locating alllmgatlon equipment. Allow ample room near Irrigation
equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed.
18. All wires shall be Installed In wire sleeves.
19. Contractor shall be responsible for all Items on the plan and Irrigation specification.
20. Contractor shall Instruct the owner on the full operation and mamtenance of the Irrigation system.
2 I. Contractor shall be responsible for all final repairs or adjustments to provide proper coverage to all
landscape areas.
22. All questions regarding Irrigation speCifications shall be directed to the Landscape Architect at (727)
787-2840.
PIPE SIZING CHART FInish Grade
0-5 GPM 1/2" PVC PIPE Concrel:e donut Pop-up fIxed spray head
at each head
G-IOGPM 3/4' PVC PIPE Poly ell Poly ell
J 1-15 GPM I " PVC PIFE 18' poly flex pipe
J 6-25 GPM I 1/4" PVC PIPE
26- 35 GPM I 1/2" PVC PIPE
36-50 GPM 2' PVC PIPE
50+ GPM 2 '/2" PVC PIPE
PVC laterallme pipe
IRRIGATION LEGEND
-e IRRIGATION SPRAY HEAD DETAIL
Symbol
. Sf-B
. SH-B
. SQ-B
. SCST-B
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81-25
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5peclflcatlon
Taro S' RadIUS full Circle Bubbler
Toro 5' RadIUS Half Circle Bubbler
T oro 5' RadiUS Quarter Circle Bubbler
T ora 5' RadiUS Center Strip Bubbler
T oro I 0' RadiUS full Circle 5prayhead
T oro I a RadiUS Three Quarter Circle 5prayhead
T oro I 0' RadiUS Half CIrcle 5prayhead
T ora I 0' RadiUS Quarter Circle 5prayhead
T oro I 5' RadiUS full Circle 5prayhead
Toro J 5' RadiUS Three Quarter Circle 5prayhead
Toro 15' RadiUS Half Circle 5prayhead
T oro I S' RadiUS Quarter Circle 5prayhead
T oro End 5trlp 5prayhead
T oro 51de 5trlp 5prayhead
T oro Center 5trlp 5prayhead
Hunter Full Circle Gear Driven Head G GfM
F,nish Grade
Pop-up qear dnven
spray head
Poly ell
Concrel:e donut
at each head
PVC lateral line pipe
-e IRRIGATION GEAR DRIVEN HEAD DETAIL
Hunter Adjustable RadiUS Gear Driven Head 3 GfM
Hunter AdJ./full RadiUS Gear Driven Head - Alternate
Gate Valve
Water 50urce - Reclaimed water field
verify source location
~Fmlsh Grade
II1I illllm lllllllllllllm IIIIBIIIIIIIIIIIII
Pop-up fIxed spray head
Low volume underground drip Irrigation
I 2' mmlmUm d~ Install sleeves under all paved areas
~ Lateral zone lines
18' minimum dept<E Install sleeves under all paved areas
, Malnlme p'plnq (schedule 40 PVC)
Remote control valve wires to be Installed under mamline
secure to malnhne at 8' mtervals With waterproof
tape wrapped 4 times around pipe at each location
ElectriC Remote Control 5crubber
Valve - 2"
T oro 50hd 5tate Dual Program Controller
Clas5 J GO f.V.C. lateral Line (max. flow 5 feet/sec.)
Main Lme - 5ch. 40 /.5' PVC pIpe
(max flow 5 feet/sec.)
-e IRRIGATION PIPE DEPTH DETAIL
N
E
o
10'
80'
20'
40'
Scale 'II
201-0"
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COA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
JOB NO. 23039
SH EET
IR-1