FLD2003-11059 (2)
FLD2003-11059
202 Windward
Passage
The Residences at
Windward Passage
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CITY OF
CLEARWATER
LONG RANGE PIANNING
DEVELOPMENT REVIEW
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI.E AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
July 1,2004
Mr. Salman A. Halder
Mr. Larry T. Cooper
The ResIdences at Windward Passage
140 Island Way #299
Clearwater, FL 33767
Re: Mmor Revisions for FLD2003-11059 - 202 Windward Passage
Dear MIsters Halder and Cooper:
On May 18, 2004, the Community Developmel1t Board (CDB) approved WIth six condItIOns the above
referenced case, whIch was a FleXIble Development application to permIt 55 attached dwellings m the
HIgh DenSIty ResidentIal DIstrict WIth reductions to the front (south) setback along Wmdward Passage
from 25 feet to 11.5 feet (to buildmg), from 25 feet to 15 feet (to pavement) and from 25 feet to 12 feet
(to dumpster staging area), a reductIOn to the rear setback from 15 feet to 13 feet (to pool deck) and an
mcrease to building height from 30 feet to 60 feet (to roof deck), as a ReSIdential Infill ProJect, under the
prOVISIOns of SectIon 2-504.F (retaimng the eXIsting floating docks for sole use by the property owners).
You have submitted a proposal to modIfy the deSIgn of the bUIldmg to meet structural design constraints
and to improve the articulation and appearance of the fayade (see attached letter - plans on file WIth the
Planmng Department). A condItion of the Development Order states "That the final design and color of
the buildmg be consistent with the conceptual elevations submItted to, or as modified by, the CDB." It IS
the determinatIon of the Planning DIrector that the modIficatIons proposed IS m compliance with thIS
condItIon of approval.
In accordance WIth SectIOn 4-406.A of the Code, the reVIsions proposed are deemed to be minor reviSIOns
and are approved. These minor reVIsions must be shown on the site plans and buIlding plans when
submItting for buIlding permits.
Should you have any questions, feel free to contact Wayne M. Wells, AICP, Plann~r III, at 727-562-4504.
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CynthIa H. Tarapani, AICP
Planning DIrector
S IPlannlng DepartmentlC D BIFLEX\Inactlve or FInished AppbcatlOnslWlIIdward Passage 202 Resldences@ WlIIdward Passage (HDR)-
ApprovedlWlIIdward Passage 202 Mznor ReVISIOns Letter 7 104 doc
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BRIAN] AUNGST, MAYOR-COMMIoSIONER
HOYI HAMILl ON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMIooIOi'.LR
FRAJ'iK HIBBARD, COMMISSIONER * Bu I JONSON, COOIMloSIOi'.rR
"EQUAL EMPLOYMENT AND AFFIRMA1IVE ;\CnON EMPLOYER"
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CITY OF CLEARWATER
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LONG RANGE PIANNING
DEVELOPMENT REVIEW
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAl. SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
May 21,2004
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Development Order - Case FLD2003-11059 - 202 Wmdward Passage 5QQ. f'#oo\tJ:ir: ."., l"N 't~
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ThIS letter constItutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On May 18, 2004, the Community Development Board reviewed your flexIble
Development approval to permit 55 attached dwellings in the High Density Residential District with
reductions to the front (south) setback along Windward Passage from 25 feet to 11.5 feet (to building),
from 25 feet to 15 feet (to pavement) and from 25 feet to 12 feet (to dumpster stagmg area), a reduction
to the rear setback from 15 feet to 13 feet (to pool deck) and an increase to building height from 30 feet
to 60 feet (to roof deck), as a Residential Infill Project, under the provisions of Section 2-504.F (retainmg
the existing floatmg docks for sole use by the property owners). The Commumty Development Board
(CDB) APPROVED the application with the following bases and conditIons:
Mr. Housh Ghovaee
NorthsIde Engmeenng ServIces, Inc.
601 Cleveland Street, SUIte 930
Clearwater, FL 33755
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RE:
Dear Mr. Ghovaee:
Bases for Approval:
1. The proposal complIes with the Flexible Development CrIteria as a ResidentIal Infill Project per
SectIOn 2-504,F.
2. The proposal IS in compliance with other standards in the Code includmg the General ApplIcabilIty
Criteria per SectIOn 3-913.
3. The development is compatIble with the surroundmg area and WIll enhance other redevelopment
efforts.
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CondItions of Approval:
1. That the final design and color of the building be consistent with the conceptual elevations submitted
to, or as modIfIed by, the CDB;
2. That boats moored at the existmg floating and future docks be for the exclusive use by the residents
and/or guests of the condominiums and not be permitted to be sub-leased separately from the
condominiums,
3. That all Fire Department requirements be met prIor to the issuance of any permIt;
4. That payment of Recreation Land and Recreation Facility impact fees be paId pnor to the Issuance of
the bUIlding permIt;
5. That a four-foot hIgh landscaped, solid fence or wall to screen parkIng be shown on the site plan
along the east and northern portIOn of the parkmg area prior to the Issuance of any permIts; and
BRIAN] AUNGST, MAYOR-COMMI:'SIONER
HoYT HAMILl ON, VICE MAYOR-COMMISSIONi:R WHITNEY GRAY, COM\l1S\IOt\i:R
FRANK HIBBARD, COMMI:'SIONER * BII L]ON:'ON, COM~IIS:'lot\rR
"EQUAL EMPLOYMENT AND AFFIRMA'IIVJ: ACl ION EMPlOYER"
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May 21,2004
Ghovaee - Page Two
6. The applicant, Windward Passage Condommiums, LLC, has entered into an agreement with The
Village on Island Estates Condominium Association, Inc. ("Association") in which the applicant has
commItted to certain matters that will amehorate some of the Impacts of the proposed development
on Its neighbors. Accordingly, this approval IS personal to the apphcant.
Pursuant to SectIOn 4-407, an apphcation for a building permIt shall be made wIthm one year of Flexible
Development approval (May 18, 2005). All reqUIred certificates of occupancy shall be obtamed wIthm
two years of the date of Issuance of the InItial bUIlding permit. Time frames do not change with
succeSSIve owners. The Community Development Coordinator may grant an extension of time for a
period not to exceed one year and only within the original period of validIty. The Community
Development Board may approve one additional extension of tIme after the Community Development
Coordinator's extension to initiate a buildmg permit application.
Please be aware that the issuance of this Development Order does not reheve you of the necessity to
obtain any building permits or pay any impact fees that may be required. In order to facilitate the
issuance of any permIt or license affected by this approval, please bring a copy of this letter with you
when applymg for any permits or licenses that require this prior development approval.
In addItion, please be aware that an appeal of a Level Two approval (FleXIble Development) may be
mitiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14
days of the date of the CDB deCIsion. The filing of an application/notice of appeal shall stay the effect of
the decision pending the final determination of the case. The appeal period for your case expIres on June
1,2004.
If you have any questJom, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727-562-
4558. You can acc('~s zoning information for parcels within the City through our website:
www.myclearwater.coll1/gov/depts/planning. *Make Us Your Favorite!
S~e:~~y:);;JIA_~A _
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CynthIa Tarapani, AICP
Planning Director
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S IPlannmg DepartmentlC D NlrLEX\Pendmg cases I Up for the next CDBIWmdward Passage 202 ReSIdences @ Wmdward Passage (HDR) -
Approved\ Windward Passage 202 Development Order. doc
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CITY OF
CLEARWATER
LONG RANGE PIANNING
DEVELOPMENT REvIEW
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
Ms. Debra Butler
Northslde Engmeenng Services, Inc.
601 Cleveland Street, Suite 930
Clearwater, FL 33755
Re' Mmor RevIsIOns for FLD2003-11059 - 202 Windward Passage
Dear Ms. Butler:
On May 18, 2004, the Commumty Development Board (CDB) approved with six conditions the above
referenced case, whICh was a FleXible Development apphcatIon to permit 55 attached dwellmgs in the
High DenSity ResidentIal District with reductIOns to the front (south) setback along Wmdward Passage
from 25 feet to 11.5 feet (to building), from 25 feet to 15 feet (to pavement) and from 25 feet to 12 feet
(to dumpster staging area), a reduction to the rear setback from 15 feet to 13 feet (to pool deck) and an
mcrease to bUlldmg height from 30 feet to 60 feet (to roof deck), as a Residential Infill Project, under the
provIsIOns of SectIOn 2-504.F (retammg the eXlstmg floatmg docks for sole use by the property owners).
By letter dated November 23,2004, the Planmng Department determmed the proposed enlargement of the
pool deck IS not a Mmor ReVISIOn but must be revIewed/decIded by the Community Development Board
(CDB). ThiS same letter stated the mcrease of ImpervIOus surface from 0.67 to 0.71 is consIdered a
Mmor RevIsIon, so long as the setback prevIOusly approved IS not reduced.
WIth regard to the addItIon of a secunty gate and makmg one driveway an entrance and the other
dnveway an eXIt, these are consIdered a Mmor RevisIOn and are approved, in accordance with SectIOn 4-
406.A of the Code. The Traffic Engmeenng and FIre Departments have reviewed these changes and
approve these changes, subject to the security gates meetmg Pinellas County regulations regardmg
secunty gates and appropnate one way/do not enter signage is shown on the SIte plan and are installed
pnor to the Issuance of the first CertIficate of Occupancy.
Should you have any questIons, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504.
0,1 /j7
CynthIa ~I'~~
Planmng DIrector
S IPlannmg DepartmentlC D BIFLEX (FLD)\lnaclive or Fll1lshed ApplLcatlOnslWmdward Passage 202 ReSidences @ Wmdward Passage (HDR)
- ApprovedlWmdward Passage 202 Mmor ReVISIOns Letter #3 12 13 04 doc
BRIAN J AUNGST, MAYOR-COMMISSIONER
HOYl HAMiLl ON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMlS~ION[R
FRANK HIBBARD, COMMISSIONER * Bill JONSON, CO\lM1S~IONrR
"EQUAL EMPLOYMENT AND MFIRMA1IVE ACTION EM PI OYER"
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CITY OF
CLEARWATER
LONG RANGE PIANNING
. DEVELOPMENT REviEW
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI..E AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
Ms. Debra Butler
Northslde Engmeermg Services, Inc
601 Cleveland Street, SUIte 930
Clearwater, FL 33755
1)&J,EJ/ ~
-
Re. Mmor ReVISIOns for FLD2003-11059 - 202 Wmdward Passage
Dear Ms. Butler:
On May 18, 2004, the Commumty Development Board (CDB) approved with SIX conditions the above
referenced case, which was a FleXible Development applicatIon to permIt 55 attached dwellmgs m the
HIgh DenSity ReSIdentIal District with reductIOns to the front (south) setback along Wmdward Passage
from 25 feet to 11.5 feet (to buildmg), from 25 feet to 15 feet (to pavement) and from 25 feet to 12 feet
(to dumpster stagmg area), a reductIOn to the rear setback from 15 feet to 13 feet (to pool deck) and an
mcrease to bUlldmg height from 30 feet to 60 feet (to roof deck), as a ReSidentIal Infill Project, under the
provIsIOns of SectIon 2-504 F (retammg the eXlstmg floatmg docks for sole use by the property owners).
You have submitted a proposal to modify the deSign of the pool area by enlargmg the pool deck (see
attached letter - plans on file with the Plannmg Department). SectIOn 4-406.A of the Code sets out the
lIst of Mmor Revisions that the Planning Director may approve. SectIon 4-406.A.4 of the Code states that
a Mmor Revision IS one that "does not result m a reductIon of setback or prevIOusly approved landscape
area." The previously approved project reduced the rear setback from 15 feet to 13 feet to the edge of the
pool deck (see above paragraph). The enlarged pool deck IS now proposed to meet a rear setback of
pnmanly three feet, but IS at one pomt at a zero setback.
It IS the determmatIon of the Plannmg Director that the modificatIon proposed IS not a Minor ReVision
and, If It IS still deSIred, must be processed as a reVISIOn to the prevIOusly approved Flexible Development
case requmng Commumty Development Board reVIew and approval. Note: The increase of ImpervIOUS
surface IS conSidered a Minor ReVISIOn, so long as the setback previously approved is not reduced.
AdditIonally, the addition of a secunty gate and makmg one driveway an entrance and the other drIveway
an eXit IS conSidered a Mmor ReVISion, so long as the Traffic EngmeerIng and Fire Departments do not
have any concerns and all Code requirements are met.
Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at 727-562-4504.
g(~(@R)
Planmng Director
S. IPlalllllng DepartmentlC D BIFLEX\/Ilactlve or Fmlshed ApplicatlOllslWmdward Passage 202 ReSidences @ Wmdward Passage (HDR) -
ApprovedlWmdward Passage 202 MlIlor ReVISIOns Letter #2 J J 23 04 doc
BRIAN] AUNGST, MAYOR-COMMISSIONER
HOYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONfR
FRANK HIBBARD, COMMISSIONER * BII L]ONSON, COMMISSIO"LR
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPlOYER"
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PlANS A~E COPYRIGHTED AND ARE SUBJECT TO COPY~IGHT P~OTECTlON AS AND
'A~CHlrECTURAL WORI'" UNDER SECTION 102 OF THE COPY~IGHT ACT. 17USO, AS AMENDED
DECEMBEK 1990 AND "'OWN AS ARCHiTECTURAL WO"1(5 COPYRIGHT PROTECTION ACT OF
1990 THE PROTECnON INCLUDES ~UT 's NOT lIMJTED TO THE OVERALL FORM AS WEll AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN,
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Date Plotted: June 21. 2004
Date Issued:
03540
CONCEPTUAL DESIGN
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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03540
BPRC Submital:
Date Plotted: June 21. 2004
Date Issued:
03540
CONCEPTUAL DESIGN
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459
Phone 850--231-2057 Fax 850-231-3553
Revisions:
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTiON AS AND
"ARCHITECTURAL WOR~" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMBER. 1990 AND <NOWN AS ARCHITECTURAl WOR~ COPYRIGHT PROTECTION ACT OF
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
BPRC Submital:
03540
CONCEPTUAL DESIGN
Date Plotted: June 21. 2004
Date Issued:
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
Revisions:
C 200J THESE PLANS A~E COPY~IGfflED AND A~E SUBJECT TO COPY~tGffI P~OTECTiON AS AND
'A~CHITECTURAI WOR/;" UNDE~ SECTION 102 OF THE COPY~IGffI ACT, 17lJSO. AS AMENDED
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Phone 850-231-2057 Fax 850-231-3553
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2llOJ THESE PLANS A~E COPY~IGHTED AND AIlE SUBJECT TO COP'II!IGHT p~OTEcnON AS AND
'ARCHITECnu~AL WORK'" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USQ, AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE P~01ECIION INCLUDES BUT IS N01 liMITED TO THE OVERALL FORM AS WEll AS THE
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Revisions:
03540
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 IHESE PLANS A~E COPY~IGHlED AND A~E SUBJECT TO COPY~IGHI P~OTECTlON AS AND
'A~CHITECTU~Al WO~J:' UNDE~ SECTION 102 OF THE COPY~IGHT ACT. 17USO, AS AMENDED
DECEMBER. 1990 AND ItNOWN AS ARCHITECTURAL WON:1lS COPYRIGHT PROTECTION ACT OF
1990 THE P~01ECIION INCLUDES BUllS NOI UMllm TO IHE OVERALL FORM AS WEll AS THE
A~RANGEMENT AND COMPOSITION Of SPACES AND ELEMENtS OF THE DESIGN,
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1
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Date Plotted: June 21. 2004
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03540
CONCEPTUAL DESIGN
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
O:lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJEO TO COPYRIGHT PROTECTION AS AND
-ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITEOURAl WORkS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOlllMlTED TO THE OVERAll FORM AS WEll. AS THE
ARRANGEMENT AND COMPOSITION Of SPACES AND HEMENfS OF nif DFSIGN.
BPRC Submital:
Date Plotted: June 21. 2004
Date Issued:
03540
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SOUTH ELEVATION - PROPOSED
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C12003 THESE PLANS A~E COPY~IGHTED AND A~E SU8JECT TO COPY~IGHT PROTECTION AS AND
.A~CHtJECIURAL WORK" UNDE~ SECTION 102 OF THE COPYRIGHT ACT. ] 7Use, AS AMENDED
DECEMBE~, 1990 AND KNOWN AS A~CHITECTU~AL WORKS COPY~IGHT PROTECTION ACT OF
1990 THE P~OTECIION INCLUDES Bur IS NOT LIMITED TO THE OVERALL FO~M AS WEll. AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN.
BPRC Submital:
Date Plotted: June 21. 2004
Date Issued:
Revisions:
03540
CONCEPTUAL DESIGN
ELEV A liON
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VILLAGE ON ISLAND ESTATES
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CITY OF CLEARWATER
PLANNING DEPARTMENT
BY 1J7/V2 it )';dO,
DATE /{/Z3/01-
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1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P.M. ON GARBAGE PICKUP DAYS.
2. EXTERIOR LIGHTING WILL CONSIST OF
FIXTURES ATIACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJACENT SITE.
19,91/CM) 20,OO/(D)
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ENGINEER. AND 'w., NOT BE REPRODUCED, PUBUSHED OR USED IN A~ WAY WITHOUT
THE CONSENT ( THE ENGINEER. ~COPYRIGHT 2004 NOT PUBUSHED
KENNETH H. ROUSH, P.E. #33366
Cl '~s or THESE PLANS ARE NOT VAUD UNLESS
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LANDSCAPE .\Ill'IIIIII'jl It I 1;1t1\~N.<' ENVIRONMENTAL DESIGN
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The Residenc~ at Windward Passage
202 Windward Passage
ClealWater Beach, Florida
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North
ISSUE DATE: 9/20/04
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Scale: 1" = 201
60
Planting Materials
P-2
COPYRIGHT @
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Planting Notes:
1. The Landscape Contractor shall review all landscape plans and specifications and perform a site inspection prior to construction Report all discrepancies in site conditions and
plans prior to commencing work. The Landscape Contractor shall be responsible for locating all know underground utilities. pipes, structures and line runs prior to construction.
Damage to underground utilities by the Landscape Contractor shall be repaired by the Landscape Contractor with no additional cost to the Owner or Landscape Architect.
2. The Landscape Contractor shall be responsible for holding the fine grading of planting areas to insure at least 1% positive drainage away from buildings and into turf areas,
ponds. streets or other drainage ways, In addition, the finish mulch elevation at the buildings shall be at least 6" below finished floor elevation. Turf and planting beds shall meet
sidewalks and flatworK at1" below the top of pavement.
Prevailing Wind
PLAN
3, The Landscape Contractor shall coordinate worK with other contractors to insure a timely flow of worK.
4. The Landscape Contractor shall be responsible for maintaining all plantings until final acceptance by the Owner. This maintenance includes keeping beds free of debris and
weeds, all mechanical maintenance, fertilization, chemical treatments for disease or infestation, and watering.
5. The Landscape Contractor is responsible for verifying the plant material quantities prior to bidding, Notify the Landscape Architect of any quantity discrepancies prior to
construction. Plant quantity discrepancies discovered during construction shall be the responsibility of the Landscape Contractor.
6, All plant material used on the project shall be "Florida NO.1" as described in the latest edition of "Grades and Standards for Nursery Plants", Parts I and II, by the Florida
Department of Agriculture and Consumer Services, Refer to details for further quality specifications.
7. The planting soil used in the planting operation shall be a natural, friable, fertile, fine loam soil. It shall be certified to be free of weed seeds and pathogens. It shall also be free
of litter, sod, clay, stones, roots and stumps. It shall have a pH of 6,5 to 7.5.
8. Substitutions will not be permitted without the Landscape Architect's written approval.
9. Contractor shall provide a written guarantee to the owner for all trees, shrubs, and plant material for a period of 1 year from the date of final acceptance by the Landscape
Architect.
10. Contractor shall remove tags, labels, nursery stakes, and ties from all plants after approval of installation by the landscape architect.
11. The planting bed shall be properly prepared to receive the plant before installation of any plant material. Soil preparation includes removal of all non indigenous materials
including, debris, construction materials, invasive plants and weeds, etc, Hard to kill weeds such as Bermuda and Nut Grass Sedge, shall be chemically removed by two applications
of herbicide a minimum of two weeks prior to plant bed preparations operations. Contractor shall demonstrate that all invasive weeds have been properly removed from the project
site prior to commencement of planting operations. Any invasive weeds found in the planting after installation shall be cause for the removal and replanting of portions of the project
as deemed appropriate by the Landscape Architect.
o
Scale: Not to Scale
12. Contractor shall provide certified soils analysis for existing soils on site and all imported soil. Soil test shall identify soil pH, organic content, and micro nutrient content. Test shall
make recommendations for soil amendments.
13. Contractor shall maintain a clean construction site throughout construction. This shall include the daily removal of tools, contaminated soils, rocks and clods, and debris each day
during construction.
14. All landscape areas are to receive 3" of mulch covering the disturbed planting areas. Mulch shall be installed at the time of planting. See Planting Schedule for mulch
specification.
Plant Shrub so that Top of
Rootball is Above Adjacent
Grade,
15. All palm trees shall be staked and guyed as shown in details, Staking shall be left in place for a period of 90 days after acceptance of the project by the owner. The contractor is
responsible for removal of all staking material.
Supplementary Note: Plant material quantities are provided for preliminary cost estimate purposes only, Final payment to the contractor shall be for actual plants installed on the
project. Landscape Contractor is responsible for verifying quantities as shown on plans.
Battens
2"x 4"x 8' Brace
Rootball
Soil Berm
Palm Planting--
Pruned and tied fronds
Two layer of burlap to protect tree
trunk
Three 2x4 PoT. wood battens with two
steel bands to secure battens, Provide
min. number of battens required to
prevent steel bands from rubbing palm,
Minimum 2" mulch
Soil Berm
Planting soil as specified provide pit
clearance around root ball of 12' on all
side.
Shrub
Minimum 2' Mulch
Soil Berm to Retain Water at Plant Trunk
L Prepare Planting Bed Throughout Ground Cover
Area. Minimum 12" Depth of Planing Soil in
Groundcover Planting Beds.
Note:
Planting Soil Mixed pel Landscape Notes
Provide 6" Minimum Pit Clearance Around
Sides of Root Ball. Set Root Ball on
Undisturbed Soil.
Prepare Planting Bed, Plant hole and Back Fill Material in Accordance with the Details and Written Notes, Slope Finish Grade of
Planting Area 1/4" per foot to Drain to Edge of Bed, Set the Plant so that the Top of the Rootball is 1/2" Above Finished Grade
Adjacent to the Plant. Align each Shrub and Groundcover Plant so that they are Planted in Straight Rows, and Equally Spaced at
the Distance Specified. Cover Planting Bed wi Specified Depth of Mulch. Keep Mulch Away from Trunk of Plant.
o Shrub Planting Detail
'D'
Plant
Spacing
8"
12"
15"
18"
24"
30"
36"
"A"
Row
Spacing
.53"
.87"
1.08"
1.30"
1.73"
2.17"
2.60"
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Scale: Not to Scale
Quantities and Spacing of Shrubs as Noted
in Plant Schedule.
Number of
Plants Per
Square Feet
.3233
.87
1.35
1.95
3.46
5.425
7,8
Shrub Spacing Detail
Plant Center
Plant Row
~ Shrub Spacing, O.C.
D
~ Locate Plants in a Triangular Pattern, as shown,
+ Spaced Equidistant from Each Other at Spacing
Specified in the Plant List or as Shown on Planting
Plan.
Scale: Not to Scale
Z:\2003 AutoCAD projects\0348\Site 09-21-04.dwg, 9/21/2004 10:30:50 AM, DesignJet 1050C (C6074A).pc3
-- .-- ~- --------
PLANTING MATERIALS LIST
---- -_.-
Qty. Sym. Botanical Name Common Name Specifications
~-----
Palms
- .--- -
4 M Allagoptera arenaria Seashore Palm 25 Ga~. Cont. 4' Ht.x4' Sp.
..-
3 BN Bismarckia nobilis Bismarck Palm 25 Gal. Cont. 6' Ht.x4' Sp.
- LC Livistona chinensis Chinese Fan Palm FG 8-10' CT.
4 PhR Phoenix rupicola Cliff Date Palm 16' CT. Specimen Straight Trunk
- PRo Phoenix robelenii Pygmy Date Palm 8' CT. ST
---
16 RE Roystonea regia Cuban Royal Palm 16' GW, Specimen
5 RE2 Roystonea regia Cuban Royal Palm 25 GAL. 12' OA.
4 TF Trachycarpus fortunei Windmill Palm 8' CT;10' CT; 12' CT; as noted
, , ,-
14 WR Washingtonia robusta Washington Palm 8' CT; 12' CT; 18' CT. as noted
-
8 WF Wodyetia bifurcata Foxtail Palm 8' GW, Specimen ST
Trees
----
4 MP Murraya paniculata 'Lakeview' Lakeview Jasmine 25 Gal. 6' Ht.
- ,
22 LJ Ligustrum japonicum Japanese Ligustrum 8' Ht. x 8' Sp.; Cont.
-----
15 PA Plumeria Alba White Flowering Frangipani 8' Ht. x 8' Sp.; Cont. Specimen Variety to
21 PR Plumeria rubra Red Flowering Frangipani 8' Ht. x 8' Sp.; Cont. Specimen Variety to
4 QV Quercus virginiana Live Oak 5" Cal. B&B RPG; 6' CT 18' Ht.x 10' Sp.
5 TC Tabebuia chrysotricha Golden Trumpet Tree 45 Gal. 12' Ht. x 8' Sp.
3 TI Tabebuia Ipe Pink Trumpet Tree 45 Gal. 12' Ht. x 8' Sp.
'-
Bamboo
17 BT Bambosa textillis Weaver's Bamboo 25 Gal. 8' Ht. Min. 5 Culms
7 BV Bambusa ventricosa 'Buddah's Belly' Bud-Jah's Belly Bamboo 25 Gal. 8' Ht. Min. 5 Culms
Accent Shrub (AS)
-
- CAS Acalypha hispida Chenille Plant 3 G81.
.----
- CAS AtjJioiII HRialttJDBil'Variegata' Uariegatalj Shell Ginger 3 Gal.
- HSP Heliconia spp. Heliconia var. to be determined 3 Gal.
u. __
- NOO Nandina domestica Heavenly Bamboo 3 Gal.
'-'
- PR Rhapis excelsa Lady Palm 3 Gal.
-- - ,
- SRE Strelitzia reginae Bird of Paradise 3 Gal.
-
- ZMA Zamia maritima Cardboard Palm 3 Gal.
Shrubs Massing Plants (SM)
----- -
- CIC Chrysobalanus icaco Cocoplum 3 Gal., 36" OC
,-,
- CUV Coccoloba uvifera Sea Grape 3 Gal. 48" OC
- -- '
- IVS lIex vomitoria 'Schellings Dwarf Schillings Dwarf Holly 3 Gal., 24" OC
- JMU Jasminum multiflorum Downy Jasmine 3 Gal., 36" OC
- LCB Loropetalum chinese 'Blush' Blush Loropetalum 3 Gal., 36" OC
- RIA Raphiolepis indica 'alba' Dv. arf Indian Hawthorn 3 Gal. 30" OC
- ,--
- VOO Viburnum odoratissimum Sweet Viburnum 3 Gdl., 36" OC
.
Ground Cover Plants (CG)
-- --
- MF Agapanthus africanus African Lily 1 Gell., 15" OC
. - ,-
- OBI Dietes bicolor African Iris 1 Gal., 18" OC
--
- RSP Rhoeo spathacea Oyster Plant 1 Gal., 15" OC
-'
- SPA Setcreasea pallida Purple Queen 1 Gal. 18" OC
-,
- TAS Trachelospermum asiaticum Small Leaf Confederate Jasmine 4" Pot., 12" OC
---_.-. ..-
Annuals
. n___ ___
- Winter Calendula officinalis Calendula 4" Pot, 8" OC
---------
- Spring/Sum Coleus x hybrid us Coleus 4" Pot, 8" OC
- FalllWinter Impatiens wallerana Impatiens 4" Pot, 8" OC
-
- Summer Portulaca grandiflora Portulaca 4" Pot, 8" OC
..
- Winter Begonia x semperflorens-cultorum Wax Begonia 4" Pot, 8" OC
n__ __
Miscellaneous Landscape Items
- Gravel Grey Granite Chips 1-1~" size baaaed. 3" DeeD
- Mulch1 Pine Bark "Mini Chips" Bagged, 3" Deep in all Shrub Areas
--
- Mulch2 Pine Bark "Fine Shreaded" Bagged, 2" Deep in all Annual Beds
- Sod Stenotaphrum secundatum 'Palmetto' Palmetto St. Augustine Sand Grown, Weed Free, Solid
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NEW ASPHALT
NEW 6" CONCRETE
NOTES:
1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P.M. ON GARBAGE PICKUP DAYS.
2. EXTERIOR LIGHTING WILL CONSIST OF
FIXTURES ATIACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJACENT SITE.
NEW 4" CONCRETE
PLACE SAW CUTS &
EXPANSION JOINTS AS NECESSARY
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THIS DRAWING IS AN INSTRUMENT Of SERVICE AND SIW..L REMAIN THE PROPERlY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN fW'( WAY WITHOUT
THE CONSENT OF THE ENGINEER. ~COPYRIGHT 2004 NOT PUBUSHfD
C3. 1
BRET D. KRASMAN, P.E. #53179
----
COPIES OF Tl-IESE PLANS ARE NOT VAUD UNLESS
EMBOSSED WITH Tl-IE SIGNING ENGINEER'S SEAl
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INDIAN HAWTHORNE TREE RHAPHIOLEP~ 25 GAL., 6' -7'x3' SPREAD
FOXTAIL PALM WODYETIA IFUCARTA B&B, 3 STEM, 14"-16" O.A.
VARIGATED ARBORICOLA SCHEFFLERA ARBORICOLA TRINETTE 18"x 18", 3 GALLON, 30" O.C.
CARISSA BOXWOOD CARISSA MACROCARPA 12" SPREAD, 3 GALLON, 30" O.C.
MUHLEY GRASS MUHLEUBERGIA CAPILLARIS 18"x18", 3 GAL.,30" O.C.
CRINUM LILLY QUEEN EMMA CRINUM AUGUSTUM QUEEN EMMA 10 GAL., 30"x30"
L1GUSTRUM TREE L1GUSTRUM JAPONICUM B&B, 8"x8"
SHORE JUNIPER JUNIPERUS CONFERTA 3 GAL., 18" SPREAD, 30" O.C.
DWF JASMINE TRACHELASPERMUM ASIATICUM 12" SPREAD, 24" O.C., 1 GAL.
SIVER BUTTONWOOD TREE CONOCARPUS ERECTUS SERICEUS 25 GAL., 7' -8'x3' SPREAD
FLORATAM SOD ST. AUGUSTINE
LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INCN
7011 75th. STREET N.
PINELLAS PARK FL 33781
17271544-d~.Tf!tRlsMAN. P.E. #53179
FAX17271541-5027
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QTY CODE COMMON NAME BOTANICAL NAME SIZE & SPACING CHD,=31.G2/r
CB N3005713
26 WR WASHINGTONIA WASHINGTONIA ROBUSTA 20' O.A. l8~l\Jjuv~)11 j,
62 SP SABAL PALM SABAL PALMETTO 16' -20' O.A.
178 VS VIBURNUM SUSPENSUM SANDAKWA VIBURNUM 3 GAL., 18"x18", 30" O.C.
114 SG SEA GRAPE COCCOLOBA UVIFERA 3 GAL., 24" HIGH,3' O.C.
63 PP PETITE PINK OLEANDER NERIUM OLEANDER 3 GAL., 24" HIGH, 30" O.C.
180 RF RED FOUNTAIN GRASS PE~~NISETUM SETACEUM 13" HIGH, 30" O.C.
1 PR RECLlNATA PALM PHOENIX RECLlNATA 16' -20' MULTI., B&B
372 IH INDIAN HAWTHORNE RHAPHIOLAPIS INDICA 14"x14", 3 GAL., 24" O.C.
18 CP CARDBOARD PALM ZAM IA FU R FU RAC EA 10 GAL., 3'x3'
SCALE. 19.20'
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LEGAL DESCRIPTION
SECTION 9
, TOWNSHIP 29 S, RANGE 15
E
UPLANDS:
A PORTION OF LOT 9 AND ALL OF LOTS 10, 11, 12, AND 13, BLOCK D, "UNIT
5 ISLAND ESTATES OF CLEARWATER"' TOGETHER WITH A PORTION OF VACATED
DORY PASSAGE, AS RECORDED IN PLAT BOOK 51, PAGE34, PUBLIC RECORDS
OF PINELLAS COUNlY, FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 12; THENCE N49'23' 41 "W,
ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF "WINDWARD PASSAGE", A
DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE
RIGHT; THENCE ALONG SAID CURVE, HAVING A RADIUS OF 50.00 FEET, CHORD
31.62 FEET, BEARING N30'57'41 "W, A DISTANCE OF 32.17 FEET TO A POINT OF
REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF
50.00 FEET, CHORD 73.14 FEET BEARING N59'31'26"W, A DISTANCE OF 82.03
FEET; THENCE, LEAVING SAID LINE, N16'31'22"W, A DISTANCE OF 120.00 FEET
TO THE POINT OF CURVATURE OF A NON-TANGENT CURVE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 17.000 FEET, A CHORD OF
162.57 FEET BEARING S77"57'31 "E, A DISTANCE OF 169.50 FEET TO A POINT
OF TANGENCY; THENCE S49'23' 41 "E, A DISTANCE OF 180.00 FEET TO THE
POINT OF CURVATURE OF A CURVE TO THE LEFT; THENCE ALONG SAID CURVE
HAVING A RADIUS OF 70.00 FEET, A CHORD OF 74.84 FEET BEARING
S81'42'22"E, A DISTANCE OF 78.96 FEET TO A POINT, SAID POINT BEING THE
SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES, AS
RECORDED IN PLAT BOOK 35, PAGE 12, PUBLIC RECORDS OF PINELLAS
COUNlY, FLORIDA; THENCE ALONG THE SOUTHERLY LINE OF SAID VILLAGE ON
ISLAND ESTATES, THE FOLLOWING THREE(3) COURSES:
PINELLAS COUNTY, FLORIDA
1.) S49'23' 41 "E, A DISTANCE OF 136.76 FEET; 2.) S08'12' 32"E, A DISTANCE
OF 81.05 FEET; AND 3.) S40'36'19"W, A DISTANCE OF 106.62 FEET TO A
POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED
WINDWARD PASSAGE;
THENCE ALONG SAID LINE N49'24'09"W, A DISTANCE OF 61.00 FEET; THENCE
S40'36'19"W, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 1 .838 ACRES MORE OR LESS.
SUBMERGED LANDS:
THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV, VILLAGE ON
ISLAND ESTATES, AS DESCRIBED IN THE OFFICIAL RECORDS BOOK 5885, PAGE
2178, PUBLIC RECORDS OF PINELLAS COINlY, FLORIDA AND AS SHOWN HEREON.
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SITE DATA
EXISTING (E) PROPOSED (p) REQUIRED
HDR HDR HDR
ZONING:
RH RH RH
LAND USE:
HIG~' &. DRY ATTACHED DWELLINGS - ATTACHED
USAGE: MARINA 55 UNITS DWELLINGS
80,082 s.r. 80,082 s.r. N/ A - RESIDENTIAL
LOT AREA: 1.83 AC 1.83 AC INrlLL
N/A 55 UNITS 30 UNITS PER ACRE
DENSITY 29.92 UNITS PER ACRE
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BUILDING COVERAGE: 38,584 S.L 42,832 s.r. N/A
(s.r. Be % or GROSS SITE) 48% 53.5%
-
GROSS rLOOR AREA (s.r.): 38,584 s.r. N/A N/A
r.A.R.: 0.48
rRONT: 19' 15' TO BUiLDiNG 25'
12' TO STAGING AREA
BLDG. 0' {0.9' 10'
SETBACKS: SIDE: W ALKW A Y ON WEST
REAR: 3' 0' 10 WALKWAY 15'
13.8 POOL DECK
60' FROM BFE 12'
BLDG. HEIGHT: 1 STORY TO TOP OF ROOF DECK 30'-130'
PAVED VEHICULAR USE AREA: 37,928 s.r. 6,358 s.r. N/A
NOT UNDER BUILDING (V.U.A.)
IMPERVIOUS SURrACE RATIO: 76,512 s.r. 53,475 s.r. 0.85
(I.S.R.) 0.67
OPEN SPACE: 3,570 s.r. 26,607 s.r. N/A
(s.r. Be % or GROSS SITE) 4% 33.2%
PARKING LOT INTERIOR LANDSCAPING: 0 2,020 s.r. 0.10
(s.r. Be % or V.U.A.) 31.8%
PARKING: --- 112 83
PARKING CALCULATIONS: 1.5 SPACES PER DWELLING UNIT x 55 UNITS=
83 REQUIRED PARKING SPACES
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FLOOD ZONE INFORMATION
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN rLOOD
ZONE AE (EL.12) PER rLOOD INSURANCE RATE MAP 121 03COl 02G
MAP REVISED: SEPTEMBER 03, 2003
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SURVEY INrOR~1A TlON PROVIDED BY A SIGNED Be SEALED SURVEY BY:
BRUCE A. KLEIN, PSM NO. 5052
DATED: 02/06/03
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LEGEND
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
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NEW STORM SEWER
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NEW UNDERDRAIN
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EXIST. SAN. SEWER
NEW SAN. SEWER
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EXIST. WATER SERVICE
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NEW WATER SERVICE
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NEW INLET
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NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
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NEW ASPHALT 1........
NEW CONCRETE I
TEMP. SILT BARRIER
EB #5936
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
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BACKILOvV PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORA,U BLOW-OFF
TAP AND VALVE
I NES Comm.: 0348 I
I Drawn By: B.J.V. I
Checked By: H.G.
SITE PLAN APPROVED
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01/08/03
Descri lion
PER CllY
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
10 CONSTRUCTION DOCUMENTS
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INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE SI- ECIFICATIONS
C2.1 DEMOLITliJN SITE PLAN
C3.1 STAKING ~ITE PLAN
C4.1 GRADING AN) DRAINAGE
SITE PLAN
C5.1 UTILITIES SITE PLAN
C6.1 CIVIL SITE DETAILS
C6.2 CIVIL SITE DETAILS
L 1.1 LANDSCAPE SITE PLAN
L 1.2 LANDSCAPE DETAILS AND
SPECIFICATIONS
IR1.1 IRRIGATION SITE PLAN
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APR 15 200,
BRET D~ KRA~MM!.P>E. '~1l9 ..:..~--
lOPIES OF mESE PLANS ARE: 'nOT VAUD uNLEss
I.MBOSSED WITH HIE SiGNING ENGINEER'S :SEAl
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THIS DRAWltJ'; IS '" INsmUMENT Of SERVICE AND StWL REIMIN THE PROPERlY DF' TIlE
ENGINEER, Nil! 51....' L NOT BE REPRODUliEO, PUBlISHED OR USED IN Nf( WAY W1PiOUT
THE CONSEI: r OF 1I1E ENGINEER. > ~r 2004 NOT PUIlUS/iEO
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C1.1
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 110,000 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.
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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. TIlE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THi'T TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWAT:::R 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 RETROFITl cD 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
TI 'E END OF THE W/1 .~RANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CH,\NNELS 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
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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 MAnER), 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 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH D1AMEiER 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
THE INSTALlATION OF THE UNDERDRAlN 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 FillER 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 SUBMlfTAL
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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.
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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.
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 SrART OF CONSTRUCTION AND MAJNTAlNED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTlON/DffiNTlON 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 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 FITIINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-ll0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-lll. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04.
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 D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" 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 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 POlYUNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATEr::: ";"S AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
iJ. mt IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
W A TE'~ SYSTEM TESTING AND ,INSPECTION REQUIREMENTS
1. Ai,L COMPONENTS OF THE WATER SYSTEM, INClUDIN0 FITTINGS, HYDRANTS,
CONNE';1!l)N, AND VALVES SHAll. REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTfD AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
Acc~"r'.\NCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNm'~; F:NGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFf;. . ,!r.; 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.
SAMPUNG OF NEW WATER MAINS SHAIlL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLAICED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AN\)) A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY 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 SPECIFlCATIONS.
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 D2321.
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
"FORCEMAlN".
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 FORCEMAlNS THAT
REQUIRE D.I.P. ARE TO BE POLYUNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANIT ~nY 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 4B HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFlLTRATlON 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 SUBMlffiD 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 SUBMlffiD TO THE
REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBIUTY.
W ATER/8EWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE 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 REQUIREMENTS ICON'T)
A. THE SEWER SHALL BE ENCASED IN CONCRETE fOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARAIION 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 TES1ED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFIWNG; 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 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 10 FT. SEPARATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER 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 PRESSURE TESrED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFIWNG.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBUC 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 BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAlNrAlNED AT CROSSINCS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER fOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TRfA1ED LIKE ^ SANITARY SEWER, AND A 10 FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARA1l0N SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR POTABLE WATER MAINS. NO MINIMUM
SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS,
OTHER THAN THAT NECESSARY TO ENSURE 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 DEVIAIION 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 WIlH THESE PLANS. OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESllNG COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WIIH 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 APPl'RTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCI~ETE 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 WITHIl. TRAFFIC AREAS SHAlL BE
TRAFfiC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RElENTlON/DETENTIC)!l POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OJ THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHAlL BE IN ACCORDANCE WIlH THE U)CAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATlON(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE SmUGTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAYING, 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.
PAYING 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 WHilE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
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 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 98" OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 'J8" OF MAXIMUM
DENSITY PER MSHTO T -180.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHAlT, TYPE S-l
ON 8" L1MEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR Aim 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 WRIITEN 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 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 AN'( 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 CONJRACTOR
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 UMITED 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 UNDERGROUND 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 SUBPART 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 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 PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WIU BE
THE SOLE RESPONSIBIUTY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
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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 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 AHEAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTlLi'.,, 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.
EB #5936
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
REVIE'NED 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,
PROJE.CTED 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 STREN! TH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TC' A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPEC" ICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL '-'!") rURBED 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
BrlZ/Il OBTAINED. ANY WASHOUTS, REGRADING RESEEDING AND GRASSING WORK
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR
AT H'C: EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE '
R,::GL'iJ\fORY AGENCY AND ENGINEER OF RECORD. '
15. THE :'J:LS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
1O THE ENGINEER OF RECORD, IN WRITING THAT ALL TESTING REQUIREMENTS
REOi' B~ BY THE LOCAl REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
rRAN~:~'aRTATlON (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 TI-lJ:: CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. 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 I3Y 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 REQUIRED.
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 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 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 PERFO~MED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE f1EST 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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I Drawn By: B.J.V. I
I Checked By: H.G. I
Issue Date:
Revisions:
No, Date
1 04 14 04
/ /
01/08/03
Descri tion
PER CITY
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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THIS DRAWING IS AN INSlRUMENT OF SERVICE AND S.w.l. REMAIN THE PROPERlY Of lHE
ENGINEER, AND S.w.l. NOT BE REPRODUCfl), PUBUSHED OR USED IN' Nff WAY WITHOUT
THE CONSENT OF THE ENGINEER. ", @COPYRIGHT 2004 NOT PU~EP
(.:t:
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BRET~~ K~SMAN. P.E.tl53179APR 15 200,
COPIES OF mESE PLANS ARE NOT VALJD UNlLSS'
EMBOSSED WITH mE SIGNING ENGINEER'S SEAL.
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TYPICAL
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C.B.S.
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WATERWAY (NOT INCLUDED)
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SANITARY MANHOLE
RIM EL. = 5.46
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CHD.=74.84'CD) 74.57'CC)
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EX. WOOD
PILINGS TYPICAL
NOTE: EXISTING DEADMAN MUST
BE A MINIMUM OF 5' CLEAR
FROM ANY PORTION OF NEW BUILDING
CONTACT SEA WALL ENGINEER REGARDING
ANY RELOCATION OR RECONSTRUCTION
AREA OF EXISTING DEADMAN
NO HEAVY EQUIPMENT PERMITIED
WITHIN 16' OF SEA WALL.
CONTACT SEA WALL ENGINEER.
FLOATING
WOOD DOCKS
TYPICAL
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SANITARY MAN
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EB #5936
R=170.00' A=898,64'
:HD,=162,57'(D) 162.84'(M)
CB=S78057'34HECD)
CB=S78011'19HE(C)
I NES Comm.: 0348 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
.
.
t
02/07/03
Descri lion
PER CITY
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l&I DESIGN/DEVELOPMENT
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WINDWARD PASSAGE
60' RIGHT-OF-WAY
26' ASPHALT PAVEMENT
2' CONC. GUTTER
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DEMOLITION NOTES
@ CURVE DATA
R=50,OO' A=32.18'
CHD.=31.62'CP~M)
CB=N30057'35'' \v'CP)
CB=N30051'34''\v' CC)
@ CURVE DATA
R=50.00' A=82.03'
CHD,=73.14'CD) 73.15'CC)
CB=N59031'26"\v'CD)
CB=N59031' 41 H\v'(M)
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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.
LEGEND
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CONCRETE
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ASPH. '" BASE
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BUILDING
@J REMOVE/RELOCATE TREE.
III REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
[2] REMOVE EX. BAIT WELL.
III REMOVE EX. INLET. CAP & GROUT PIPE AS NECESSARY
9 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.
1 0 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.
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1. EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBLIC RIGHT-OF-WAY TO BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES
SHALL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PRACTICABLE
[I] REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
III REMOVE ASPHALT AND BASE.
[I] REMOVE EXISTING STRUCTURE AND FOOTING.
8J REMOVE EXISTING UNDERGROUND FUEL COVERS AND FUEL PUMPS.
FDEP STORAGE TANK REGULATIONS APPLY TO REMOVAL.
TIllS DRAWING IS AN'INSTRUMENT OF SERVICE AND SfW..l REMAIN mE PROPERlY OF TIlE
ENGINEER, #/D SHNJ. NOT BE REPRODUCED. PUBUSHED OR USED IN Nf'( WAY WITllOUT
mE CONSENr OF THE ENGINEER.' ,QCOPYRIGIIT 2004 NOT PU~USHED
C2.1
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BRET D.1tRASMANj'P.E: #5-3119
COPIES Of THESE PWIS ARE NOT VAUD UNLESS
EMBOSSED Willi lliE SIGNING ENGINEER'S SEAL
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PHASE IV
VILLAGE ON ISLAND ESTATES
WOOD PILINGS
TYPICAL
---
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SUBMERGED LANDS
---
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(1) STORY
C.B.S.
---
---
~
CLEARWATER HARBOR
WATERWAY (I\JOT INCLUDED)
~
---
---
~
-
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"
EX. WOOD
PILINGS TYPICAL
R=70,OO' A=78,96'
CHD,=74,84'CD) 74.57'CC)
CB=NS81 o42'22"ECD)
CB=81015'44HECC)
~
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DECORATIVE
STONE WORK
FLOATING
WOOD DOCKS
TYPICAL
NOTE: EXISTING DEADMAN MUST
BE A MINIMUM OF 5' CLEAR
FROM ANY PORTION OF NEW BUILDING
CONTACT SEA WALL ENGINEER REGARDING
ANY RELOCATION OR RECONSTRUCTION
AREA OF EXISTING DEADMAN
NO HEAVY EQUIPMENT PERMITIED
WITHIN 16' OF SEA WALL.
CONTACT SEA WALL ENGINEER.
S49023'41 HE
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NEW RElENIION
POND
1.3' CONC. SEAWALL
R=170,OO' A=898,64'
CHD,=162,57'CD) 162.84'CM)
CB=S78057'34"ECD)
CB=S78011'19"ECC)
FUTURE BOARDWALK NOT BEING
PROPOSED A T THIS TIME.
SEPARA TE REQUEST WILL BE
MADE A T A LA TER DA TE.
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F.D.O.T. INDEX 304
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60' RIGHT-OF-WAY
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LEGEND
@ CURVE DATA
R=50,OO' A=32.18'
CHD,=31.62'CP&M)
CB=N30057'35HV/CP)
CB=N30051'34"'WCC)
.--
,
7
CURVE DATA
R=50,OO' A=82,03'
CHD,=73.14'CD) 73.15'CC)
CB=N59031'26"W'CD)
CB=N59031' 41"W'CM)
NEW ASPHALT
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NEW 6" CONCRETE
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NEW 4" CONCRETE
PLACE SAW CUTS &
EXPANSION JOINTS AS NECESSARY
1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING
AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS
BY 7:00 P.M. ON GARBAGE PICKUP DAYS.
2. EXTERIOR LIGHTING WILL CONSIST OF
FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT
INTRUDE ONTO ADJACENT SITE.
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EB #5936
I NES Comm.: 0348 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
02/07/03
Descri tion
PER CllY
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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PROPOSED PARKING LOT
INTERIOR LANDSCAPING
THIS DRAWING IS AN INSTRUMENT Of SERVICE AND SIWl REMAIN THE PROPERlY or THE
ENGINEER, AND SIWl NOT BE REPRODUCED. PUBUSHED OR USED IN NfY WAY WlTliOUT
THE CONSENT OF THE ENGINEER. @COPYRIGHT 2004 NOT PUBUSHED
\
BREI B. ~S~AN, P.E. #J\~R 15 2004
.
COPI S OF THESE PLANS ARE NOT VAUD UNLESS
EM. )SSED WITH THE SIGNING ENGINEER'S SfAI..
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24 RCP (SEE SHEET C6.1) O~.
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Descri tion
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-
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@
@ CURVE DATA
R=50,OO' A=32.181'
CHD,=31.62'CP&M)
CB=N30057'35H\,JCP)
CB=N30051'34H\,JCC)
CURVE DA T A
R=50,OO' A=82,03'
CHD.=73.14'CD) 73.15'CC)
CB=N59<> 31'26"\,JCD)
CB=N59031'41"\,JCM)
1. EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBLIC RIGHT-OF-WAY TO BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES
SHALL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PRACTICABLE
3. NEW WATERLINES TO BE MINIMUM 30" DEEP MAX.42"
4. PROPOSED UNDERGROUND WATER MAINS &
HYDRANT(S) TO BE INSTALLED AND IN SERVICE
PRIOR TO CONSTRUCTION PER NFPA 241.
5. FDC SHALL BE IDENTIFIED BY A SIGN THAT
STATES " NO PARKING FIRE DEPARTMENT CONNECTION"
6. FDC SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE
TO FRONT AND SIDES.
7. FHA SHALL BE MAINTAINED WITH 7-1/2' CLEARANCE
TO FRONT AND SIDES. 4' CLEARANCE REAR.
20
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THIS DRAWING IS Atl INSTRUMENT Of SERVICE HID SHALl REt.WN THE PROPERlY Of THE
ENGINEER, HID SHALl NOT BE REPRODUCED. .PUBUSHED OR USED IN 1Nf WAY WITHOUT
THE CONSENT Of THE ENGINEER. , ~OOPYRIGHT 2004 NOT PUBUSHEO
I NES Camm.: 0348 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
'J..<:)
02/07/03
Descri tion
PER CITY
/ /
181 DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
40
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BRET 0'. KRASMAN. P.E. #53179
COPIES Of THESE PLANS ARE NOT VAUD UNlESS,
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL'
'1
"
l..
<.1,
C5.1
~da~'X2-1/2'X1/2:
i;x3/8"
ANCHOR STUD
GRATE FRAME W/STUD. Slill
FRAME W/2 ANCIIOR STUDS
PER SIDE - EQUAl CENTERS.
GALVN-IIZE mER FABRICATION
((I
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NOTE:
1. CUT PIPE FLUSH
w/INSDE FACE OF
WAlL
2. MORTAR BOTTOM TO
MATCH INVERT OF
OUTFAlL PIPE.
MITERED END SECTION DET AL
N.T.S.
NEW BLDG.
NOTE:
ALUMINUM BARS 0 6" O.C.
ANCHOR
STMDARD DETAL
1 B"
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
~.---- POSITIVE DRAINAGE
~/^"V/I^"YlI^"VII^'(i\W;
"'-- COMPACTED GROUND
TOP VIEW
PLACEMENT OF
SOD AT PAVEMENT
.
~
CAST IRON RETICUlINE
GRATE, TRAFFIC lYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
_ 8" CONC. WALL
4000 PSI 0
28 DAYS
14 ; 012" O.C.E.W.
10x10 W.W.M.
.
co
INLET DETAIL
N.T.S.
TOP ELEV. 5.0
4: 1 SIDE SLOPE
BOTTOM
ELEV. 2.5
NOTE:
SANU BASED SOD
SIDES & BOTTOM
RETENTION BASIN DETAIL
N.T.S.
N.T.S.
SIDE VIEW
. .
." ."
P/L
\.-
'.
SEE PLAN
..'~
PLACE 500 1/2'
BELOW PAVEMENT
nN. GRADE PRIOR
TO SODDING
POSITlVE DRAINAGE (4: 1 MAX)
MEET EX.
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
FIll GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ElEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2~
ROOF DRAIN
FIN. GROUND
"~ COMPAClID GROUND
GROUND PREPARATION
A T ALL BUILDINGS
N.T.S.
SEE PLAN
P/L
PLACE SOD 1/2'
BROW PAVEMENT
nN. GRADE PRIOR
TO SODDING
POSITlVE DRAINAGE (4:1 MAX)
MEET EX.
COMPAClID GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S.
NEW SURFACE
(SEE NOTES 1 & 2)
l'
"",:' . .: ~J .'!....-' !.
gDKi :f.t:@k
EXIST. SURFACE
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. lYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS
TO 9B~ OF MAXIMUM DENSITY AS DETERMINED BY MSHTO
T -180 LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 1 OO~ OF MAXIMUM DENSllY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED.
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HANDICAP PARKING STRIPING DETAIL
MEDIUM BROOM
FINISH CONC. WAlK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVa 2' LEVf1.
,-." 11113111= 1=1111- -
~ COMPACTED Flll OR
UNDISTURBED SOIL
\~4EN SIDEWALK IS
, , ,BE REMOVED &/OR
l-F" SIDEWAl.J( IS to
fk ADDED. IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION JOINT
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
., 4'0.C., 5' O.C.,
B' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CONCRETE WALK DETAIL
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
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 ACCESSIBILUlY
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
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
NTS
! UTlUTY (Leo SANITARY
SEWER, WATER SERVICE,
FIRE LINE OR STORM
DRAIN) BY SUE CONTRACTOR
TO 5' FROM BLDG.
~~
UTIUlY WITHIN 5' or BlDG.
BY PLUMBING CONTRACTOR.
mw. CONNECTION BY PLUMBING
CONTRACTOR UNLESS OTHERWISE
COORDIW,1ID BY mE C.e.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
1-1/'l." lYPE 5-3
~ ASPHALT 0 '/4"
PER FT. MIN.
EXCEPT AS NOTED
\\\1 1111 1111 111\ 1111. II .- lIMERDCK ";SE
:::: - ~ F.D.O.T. CERTlH D
COMPACTED TO
9B~ MAX. DEtbi IY
SUBBASE
STABILIZED
40 L.B.R.
COMPACrED TO
9B~ MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
~
SANITARY SEWER
CLEAN-OUT DETAIL
N.T.S.
BLUE
BACKGROUND
1-1/2"R
.
IX)
SD>.I SPECFlCA TIONS
PARKN3 BY 1. 1B"x12" LOGO SIGN
DISABLED 2. 2 SIGN COMBINATION
1" SERIES "C" REFLECTIVE SHEETING
PEFMT LE.TIERS
ON.. Y 1/2" BLACK 3. LETTERS TO BE
BORDER 1" HIGH SERIES "C"
1.5" 4. SIGN TO BE MADE OF
$255 FIE 1" ALUMINUM
1" 5. POST TO BE MADE OF
F.8. 318.14 = 1" GALVANIZED STEEL
1.5" (SEE DETAIL)
3" 6" 3 6. SIGNAGE PER A.DA
RP-&6 REQUIREMENTS
WHITE
BACKGROUND
WHITE .
BACKGROUND CD
HANDICAP PARKING SIGN DETAIL
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
NOTES:
1. PROVIDE 5'x5'x4'
lHlCK CONe. SlAB
o All. EMERGENCY EXOS.
2. CONFORM TO NJ(NE
DETAIL FUR PlACING
WAlKS AT mE BLOOS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
.
o
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
UMEROCK BASE
F.D.O.T. CERTIFlED
COMPACTED TO
9B" MAX. DENSllY
SUBBASE
COMPACTED TO
9B~ MAX. DENSllY
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER ClEANOUT"
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
B" MIN. CONC.
ENCASEMENT
6" PVC 1/12 BEND
6" WYE
PLUG
6"x4" REDUCER
(IF REQUIRED)
BLOW-OFF &
SAMPLING POINT
N.T.S.
TOP OF SKIMMER
AT ElEV. 4.5
BOT. ElEV. 3.83
a~ Z ~~
NON TRAFFIC GRATE 0 00
ElEV. 4.33 -
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14 SPACES 0 2-5/16" ~ -..
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15 BARS 0 3/16" Z ~~
~ STRAIGHT: 2"x3/16" 0 - .
RETICULiNE: 1 1/4"x3/16" ~ IIlI
-
FOOT INDEX #232 >
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NOTE:
SOD BOTTOM AND SIDES OF ~~
RETENTION AREA W/ SAND GROWN "'" ,..~
BAHIA GRASS, -
EB #5936 > o~
-
PROP. RETENTION AREA \J ~v
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
., 4'O.C., 5' O.C.,
B' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
N.T.S.
6" UNDERDRAlN
INV. ElEV. 2.05
8" MASONRY OR
APPROVED R.C.
PREFAB
CONTROL STRUCTURE
N.T.S.
.W.T. 0 2.5
NO. 57 ROCK~RAPPED
NER W7MMOVO 45 45 FillER
FABRIC. NO U ESTONE
ALLOWED.
I NES Comm.: 0348 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
CONSTRUCT 114 LF -6" PVC SIDEDRAlN INSIDE
#57 COARSE AGGREGATE WRAPPED
W/MMOVO 45/45 FILTER FABRIC.
Issue Date:
Revisions:
No, Date
04 14 04
01/08/03
SIDEDRAIN DETAIL
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A.) WASHED MATERIAL MEETING FOOT RUAD & BRIDGE
SPECIFICATIONS FOR SIUCA SAND AND QUARTZ
GRAVELS OR MIXTURES THEREOF ( LESS THAN
1 PERCENT SILT, CLAY AND ORGANIC MATTER
UNLESS FlLTER 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.
B.) UNIFORM COEFFICIENT 1.5 OR GREATER
C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55
MIWMETERS IN DIAMETER.
Descri tion
PER CITY
N.T.S.
3/4" SAlMPLlNG
COCK
GRADE
'~~"..~,~'w~~~' _mtl?
"i('i WATER MAIN 0
_ STORM DRAIN ~
o q
18" MIN. VERTICAL Cl.EARANCE
I
/ /
<D
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
SAMPLING
ARRANGEMENT
INSTAll 2" PLUG
(AFTER IREMOVAL
OF SAMlPlING
ARRANGIEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINEUAS COUNlY
HEALTH DEPT.
ENGINEERING DIY.
CLWTR. OFFICE
53B-7277
.~?=-.~-,~.: -~~-,
~~ WAlIR~:~ 10' I
STORM DRAIN D.I.P. IS USED IN PLACE OF P.V.C.
FUR A MIN. OF 10' fACH WAY
+ FROM II OF WATER MAIN WHEN
mE VERTICAl ClEARANCE BETWEEN
I WAlIR I: SEWER MAINS IS 18" OR LESS.
18" OR MORE VERT1CAl. CL I
~ff~0<'ff~~3--
P.V.C. OR V.C.P. "1f'TC.
SAN. SEWER GRAVITY MAIN .l.ULJ.I..i
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMITTED.
GRADE
- ...~-
. .
lD~
~WATER MAIN I')::i
+ 10' MIN. ;$-
HORIZONTAL ~CE
STORM SEWER +
OR SAN. SEWER ~
GRAVITY MAIN
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VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
TOOLED GROOtVES
3/8" WlgE, 3/8"
DEEP, 3 O.C.. TO
BE MADE AT IINITIAL
POURING
GALVANIZED METAl
SIGN POST WITH 3/B"
HOLES DRILLED
ON 1" CENTERS
j-..
FINISHED
GROUND
l"DRO
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SIGN POST DETAIL
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CURB
CURB
FLUSH CURB
RAMP DETAIL
N.T.S.
HANDICAP RAMP DETAIL
N.T.S.
.::l'.
CL
~
TIllS DRAWING IS AN INSTRUMENT Of SERVICE AND SHALL REMAIN TIlE PROPERTY Of WE
ENGINEER, AND SIW.L NOT BE REPRODUCED, PUBUSHEDOR USED IN Nf( WAY WlmOUT
TIlE CONSENT Of THE ENGINEER. . <C)C9f'YRlGHT 2004 NOT PUBUStl~
" . L,' ,.
c / APR15 2DD~
BRET b. tmASMAN, P.E. #53179 -
COPIES OF 11-IESE PlANS ARE NOT VAUD, UNLESS
EMBOSSED WITH lHE SIGNING ENGINEER'S SEAL
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BLOWOFF DETAIL
N.T.S.
;>.:
Eclipse No. S5-B~
Blow-(]ff' Assy,
Including Lockable
Cast Iron Box
\'/a ter Main
Res tainer Pl/
Per Detail No, 403
71fc,eQnout Plug
-- ---
Concrpte Pad 4'
Thick x 1'-6' Sq,
6' or S'- liS Bend
Sewer Main
CLEANDUT DET AIL
N,T,S,
PLAN VIEW
Remove Bock of Curb on State or VertIcal Curbs wIth a vertIcal Saw cut
or RemoYll entire Curb and Replace os Port of SIdewalk Ramp.
m
ModIfied and Volley Gutter Curbs
joIn exist bock of curb
r:-:o j.rd$- ~~~ ~~~ . ~ :e,x,~r~~ ~~~ce
. '. .-. . RemoYll to an
eYllf'l join t or eowcu t
SECTION A-A
~
I. PnMde Tooled JoInt. At rn.t_ "'al""ln, The WIdth.
"'00 P1acoo E>cpan01ar1 JoInt. At Drlwtwa)'L
2. If Samo PI1yo1cal 0b01n1C:t1ar1 ExIoIa Which _Ill
Tho Plactnv Of SId_ .... Shawn, Cantact The
EnvtnO<<1nv DI...1ar1 far "'lomal. location.
3. Woaden And Olhor SpGOOnl WI! Hal Ilo PormIltocl
In SIdowal1al Or Drlwtwa)'L
.... Na Coalln," Of Any Kind WIll B. Pormllled On Cancrol. !lido.- Or
Dmowayo Wlthoul Spoclflc AppnMII Of Th. aly EnVIn_.
I!. All Cancnt. Shall Ilo 3000 pol ...... . 28 Da)'L
a. Cancnt. SUrfoco la bo Ughl Braam fin"'"
7. Cancnto Dr'-Y Canotructlan _ bo r thick . IId/IOXIO W.w.f'_
2' Brass
rrv "' T
Plug
(See Note)
~, ",,-r
RemoYll Curb If Exllltln
~2' Brass
~ 90' Bend
rllv IIr rI rAPI"IAlrp, rI flPlllA
ENGINEERING DEPARTMENT
, ,...'" .
1 11
flfrH~ "
~, "'
) I =; r) ~
'" f). M.
~H
. rr .
-,..n~ r- r..
,rrrrvf'
Hr. -, _ I
Illlll"lfll r
IIf IAII
.
ru
,
L I . 9 5/8' I
~/////~
t
518'
7/B' '1
1/2'
CLEANDUT PLUG DETAIL
N.T,S,
NOTE'
Cleanout plug to be
U,S. r oundry 7621
or equal.
,.,.-.:rs:-tr-Kll
~ITI' T ~ ~I\~"'I\F~, ~ 'I~IIJI\ ,
ENGINEERING DE PAR TMEN Ii
.;;'" ' <; 11\'11l1\~1l II ~I/ 'I"
'"IK' n n' ~ - ~~ -1 Jf I'll. ~ 11\
\.. I.'. ~\"l t1....Y' m4
I.fH,'1I11 1 rT I
1.1.1.
""'
Exlllt Conc DrlYll
TYPICAL DRIVEWAY CROSS SECTION
IS
Il
.silo
~:S8-
I')NI-
4' MIn Resldentlal Street " Clt R
5' Mln Arterial Street 2' County R/
1/4. per foot
_,.,;...."': r."~ ':'.-:.:'.J':..
Bock of Curb
3000 pill Conc 4. ThIck. Constr.
6- Thick at DrlYllwoy!l wIth
6x6 #10 Welded WIre MtIIIh.
See Note 7,
SECTION B-B
a. Rampo Shall Haw a TactI. SUrfoco, Tnlurod to a
Dopth Nat ExcoodInV I/FI' by.... at Tamp ar ralw
In Canfann...... with Roqulroment. at FOOT
Raadwoy and Traflla Doolgn Sian..... Dotal 304
Or "'aR R-.I ...adI_
"..,.... .......,1,.....
~IT( T -: ~I\~"'I\F~, ~ 1~10I\
FNGINEERING DEPARTMENT
'" Ie::':' .' TYPICAL SIDEWALK ,.' I
"'. "'''',..' CONsmUCllON AND "'ruit'"
T.c..I. RAMP DETAIL
ItI'r Ill' "IIH n n' 1 fIT 3
~/. """-, nrlll:n;:Ir-rn,
11'''1 ,,,,,,lr...1I ".1, ,..
TYPICAL FIRE HYDRANT SETTING
N.T.S.
18' Min.
24' Max.
~f)
UNL Y APrROVUJ
Hydran t AsseMbl y
( Typ,)
Kpnnedy Guardian No. K-SIA
Muller Centurian No. A-42:
U.S. Pipe Metropolitan
Distance Varies
Box
/valve Box
~~
C
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Tapping Sleeve 8. Valve
By City, Fee by
Owner or Contractor
Joint Valve
Connecting Piece w/integraH I
cost Mech, Joint Gland on>-J
one End- D.1. Rota table Hech,
Joint Gland on Other End,
"- Restraining Joint (Typ,)
rlTv nr rI rAPI"IATrp, rl IIPIIlA
ENGINEERING DEPARIMENI
~'~1' TVPIIAI HVIIPANl l'i;'~'"
rtrrH" .,. SF r, INf, " D H
PPINI; <;Ifrvr P. VAl VI 11'
Irr. Irrnvr"" RY r I IV ., ff ..,
NOTES,
1. All Fire Hydrants to have 5 1/4' Valve Seat.
2, See Index It 407 for Jack @. Bore Details.
<IV
"r"rrr-r"
~See
~~,
Index No, 301
layers of brick
ApJ1roved barrel joint spals
ore 'U-Rlngs' ond .RoMI-Necks'.
Two continuous ringls a t all
joints,
Poured EncaseMent
pipe entry
Concentric cone (rta t cover
on shallow rlanholes 0' to
4' depth)
Steel reinforceMent
5' r,in. wall thickness
type II acid resis tant
ceMent -1000 p,s,1.
Grout fill orpnina with
non-shrink Mortar
Grout flow channel
fJlpe requires Mo,nhole
adafJter coupling by Flo
Control. Inc.. or approved
wa ter s top coupling.
NOTES
1. Precast Manhole drop May be afJproved by City
Engineer, Shop drawing subMittal required,
2. Drop required when 2' or over.
3, Manholes shall have an interior and exterior co I tit
of at least 15 Mils dry thid:ness PRULO EP214-: _
Epoxl-Mastlc or Koppers ,bltuMastlc block solutio I
300M, UI
CITV or CLEARI"IA1ER, rLORIDA
ENGINEERING DEPARTMENI
Ll\Il
9 91
Nrf ~ \n
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PREC I\S
SAN I JI,R" "A'IHOLE
Do IAlL
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T~r:"'r"n,
2 _, J
FIRE DEPT. PUMPER
~CONNECTION
6- CONC. tW/6x6 W,W,F.)
COLLAR 1 a Sq. AROUND CONN.
FINISHED GRADE
to
t')
RESTRAINED JOINT
4- 0.1. M.J. 45' BEND
4- PVC DR 14
<J FROM STREET
FIRE DEPT. PUMPER CONNECTION
NTS
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ENGINEERING DEPARTMENT
~':~~~ n~ ~'~=-:-T~::> 4-:=-\1:-\if _":~~
('lfTltln n~ :-l~ HI "l' A,~n ",nr~ In
r".. 1l~1\1'II\',c ~ IF<; 'no;
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Finish grade to
allow 0,4' Min" 1.0'
Max. fall frOM
property line to
18' Min. L-
24' Max,1 '
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AND
MAINTAINED
HUMEO\,/NER O\,/NED
AND MAINTAINED
6' Service La teral
SECTION
ANY VAR:ANCE MUST HAVE
VR:TTEN APPROVAL OF THE CITY
ENG:NEER.
CITY or CLEARWATER, nORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
NIJ1E:
All In tpro.l MO krlclls, including
approved Cleari.Jut hardware, are
to extend to tl',(, R/\,/ or to the
easPMent line os noted.
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SlREET LA1ERAL
UlI AIL
:/-~,UJ
NIEX ....
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I CIf' ?
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~ 2 1/2- Brass Valve
/ W/1-1/2- Fire Hose Connection
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o 4" x 2-1/2" Reducer
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CONCRETE PAD
Thrust Restraint (Typ)
Per City of Clw. Index No. 403
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Per City of Clw. Index
Ebba 1500 Series (Typ.)
Per City of Clw. Index No. 403
No. 403
FIRE DEPARTMENT
CONNECTION NEAR SEAWALL
N.T.S.
SIB'
Min, 4 Required
Pick 117110' ~
:::
1-11'" -11-
RING - HALF PLAN
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Minirlurl \'/eight 7' 232 lbs,
9' 278 lbs,
N01 ES
I. \'/here roodway base is S' or thicker use 9' rin J,
all other cases 7' ring is fJerMlssible,
2, Manufacturers Model of storM ring and cover t
be approved by Citj Engineer,
Lot
211-
; WM
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- - - - - - - _l_ - - - - - \'/a ter
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NnTF: <;ANITARY I ATFRAI <; Tn RF I
\,/ITHIN In' rlF fTNTFR rlF I m nN
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Required
Non Skid
Pattern
Required
SlIt I Il COVER
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~u==tiJI
Machined Surface
SOLID UJVER SECT ION
MiniMUM Veight 128 Ibs.
CITV or :_EARI"IAIER. ~LORIDA
ENG:NEERING DEPARTMENT
HrR6l.N ,....
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of S tree t
Sanitar y
PRIlF II F
?' jnint in J1if1p pn try
Va ter Main
Main
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ENGINF:F:RING DEPARTMENT
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,.;,..,\..;.....
I NES Comm.: 0348 I
I Drawn By: B,J.V. I
I Checked By: H.G. I
01/08/03
Descri tion
PER CI1Y
/ /
~ DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
q CONSTRUCTION DOCUMENTS
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TIllS DRAWING IS AN INSTRUMENT Of SERVICE AND SIW..L REMAIN TIlE PROPERlY Of TIlE
ENGINEER. AND SIW..L NOT BE REPRODUCED, PUBlISHED OR USED IN Nf( WAY W\lllOUT
TIlE CONSENT Of TIlE ENGINEER. - @COPYRIGKJ' 2004 NOT PUP,lJSHED
C6.2
',' APR 1 S 200\'
BRET D. KRASMAtr, P,E. #53179
COPIES Of THESE PLANS ARE NOT VAlJD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl..
LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK FL 33781
1727J544-lrlai!tRA!;MAN, P.E. #53179
FAX1727J541-5027
~~~~
PHASE IV I
VILLAGE ON ISLAND ESTATES ·
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SANITARY MANHOLE
RIM EL. = 5.46
WOOD PILINGS
TYPICAL
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SUBMERGED LANDS
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(1) STORY
C.B.S.
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CLEARWATER HARBOR
WATERWAY (NOT INCLUDED)
~
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"'-
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EX. WOOD
PILINGS TYPICAL
R=70,OO' A=78.96'
CHD,=74,84'CD) 74,57'CC)
CB=NS81042'22//ECD)
CB=81015'44//ECC)
~
"'-
"'-
FLOATING
WOOD DOCKS
TYPICAL
o
R=170,OO' A=898,64'
CHD,=162,57'CD) 162,84'CM)
CB=S78057'34//EC D)
CB=S78011'19//EC
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S40037'19//\JCM)
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'-..". EX 6" W · · · - · · · · · · · · - · -r - · · · · - · · · - · · · · · · - - - - - - - - - ·
(2) " . . -...,.
EX. 6 W. 0-------.-...-.-----'-'-------------.---.--- '-
ACING ' ---,-.--------..-------,--
-.-..--..--.---.-___.'_0-_-
WINDWARD PASSAGE
60' RIGHT-OF-WAY
26' ASPHALT PAVEMENT
2' CONC. GUTTER
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LOT 8
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SANITARY MANHOLE
RIM EL. = 5.48
~rCAL 1 NAME /~
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ORANGE BIRD OF PARADISE STRELlTZIA E INAE ~~ 10
MAMMIE CRATON CODIACUM VAR :A1l1M-~ 5"x15", 3 GALLON
INDIAN HAWTHORNE TREE RHAPHIOLEPIS~/ 25 GAL., 6' -7'x3' SPREAD
FOXTAIL PALM WODYETIA ~rUCARTA B&B, 3 STEM, 14"-16" 0.A.,1 O'CT
SCHEFFLERA ARBORICOLA TRINETTE 18"x18", 3 GALLON, 30" O.C.
CARISSA MACROCARPA 12" SPREAD, 3 GALLON, 30" O.C.
MUHLENBERGIA CAPILLARIS 18"x18", 3 GAL.,30~' O.C.
EMMA CRINUM AUGUSTUM QUEEN EMMA 10 GAL., 30"x30"
L1GUSTRUM JAPONICUM 8'x8', 2" CAL.
JUNIPERUS CONFERTA 3 GAL., 18" SPREAD, 30" O.C.
TRACHELASPERMUM ASIATICUM 12" SPREAD, 24" O.C., 1 GAL.
SIVER BUTTONWOOD TREE CONOCARPUS ERECTUS SERICEUS 25 GAL., 8'x3' SPREAD, 2" CAL.
FLORATAM SOD ST. AUGUSTINE
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COMMON NAME
CODE
OB
MC
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FP
VA
CB
MG
CL
LT
SJ
DJ
SB
SOD
QTY
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48
8
4
340
260
230
2
24
805
260
3
TBD
CURVE
DATA
32.18'
P&M)
//\JCP)
//\Jce)
CURVE DA T A
R=50,OO' A=82,03'
CHD,=73,14'CD) 73.15'CC)
C B=N590 31'26//\JC D)
CB=N59031'41//\JCM)
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QTY CODE COMMON NAME BOTANICAL NAME SIZE & SPACING CHD,=31.62'(
CB N30057'3)
26 WR WASHINGTONIA WASHINGTONIA ROBUSTA 20' O.A., 14' CT. CB.-:NUv~y:j ,
53 SP SABAL PALM SABAL PALM ETTO 16'-20' O.A., 10'-16' C.T.
178 VS VIBURNUM SUSPENSUM SANDAKWA VIBURNUM 3 GAL., 18"x18", 30" O.C.
114 SG SEA GRAPE COCCOLOBA UVIFERA 3 GAL., 24" HIGH,3' O.C.
63 PP PETITE PII\JK OLEANDER NERIUM OLEANDER 3 GAL., 24" HIGH, 30" O.C.
180 RF RED FOUNTAIN GRASS PENNISETUM SETACEUM 13" HIGH, 30" O.C.
1 PR RECLlNATA PALM PHOENIX RECLlNATA 16' -20' MULTI., B&B, 10'CT.
467 IH INDIAN HAWTHORNE RHAPHIOLAPIS INDICA 14"x14", 3 GAL., 24" O.C.
18 CP CARDBOARD PALM ZAMIA FURFURACEA 10 GAL., 3'x3'
4 BC BALD CYPRESS TAXODIUM DISTICHUM 10' OA, 2-1/2" CAL.
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VARIGATED ARBORICOLA
CARISSA BOXWOOD
MUHLEY GRASS
CRINUM LILLY QUEEN
L1GUSTRUM TREE
SHORE JUNIPER
DWF JASMINE
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I NES Comm.: 0348 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
02/07/03
Oescri tion
PER CITY
181 DESIGN/DEVELOPMENT
D PERMITTING & BIDDING
D CONSTRUCTION DOCUMENTS
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IRRIGATION NOTES ICONTINUEDI
1JWcl~~ ~ ~Gi]Wcl(UJ[85 ~[L~~1J~~~ [Q)~1J ~~[L~
HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
!i:
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4- - 2 Ply Reinforced
Rubber or Plastic Hose
White Syrveyor's Tagging
Tape, 6 Length
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MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
3" Minimum Mulch
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 45'Angle With 3- # 68
Duckbill Anchors Or Equal
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
3" Soil Saucer
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, il:' Iii' !II ' ' ' Remove Container
, Ii:, il ' 6- ,:'...' '1Ii':!II!,'" From Rootball
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II, ,~I~.: 6~'.:Mi~" J: ' 11":i Planting Soil Mixture
,Iii Ii! ili. ill 111111 Ii'
II , I i I ; 111:!i ,I! ill';! ii,
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED.
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CONCRETE CURBING
Mound To Form Saucer
3- Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
ASPHALT PAVEMENT '
ROAD BASE ~
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER.
TREE PROTECTION AND PRESERVATION.
Existing Soil
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
SHRUB PLANTING DETAIL
N.T.S.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
NOTE: All TREE STAKES AND SUPPORT WIRES
Will BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
CROWN SPREAD -t
I NES Camm.: 0348 I
I p'rawn By: B.J.V. I
C~ecked By: H.G.
LANDSCAPING
For Cabbage Palms:
All Trunks to be Smooth and
All Bum Marks Brushed Away
For Washington Palms:
Leave all boots on trunk
2 layers Burlap Pad at
Support Contact - No
Nails in tree Wood
For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washl"$lton Polm Installation:
leave inSIde row of fronds
Tie up with biodegrodoble twine
XERISCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
NOTE: All TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4- - 2 Ply Reinforced
Rubber or Plastic Hose
White SIJrveyor's Tagging
Tape, 6 Length
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2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
Wirs Tie
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01/08/03
2- x 4- Brace (Yellow Pine)
Space Three at 120" Typical
Remove after one growing season.
2- x 4' Stake (Yellow Pine)
Three Feet long
Remove after one growing season.
Saucer Rim
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
....
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Descri tion
PER CITY
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 45'Angle With 3- # 68
Duckbill Anchors Or Equal
Remove after one growing season.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
, I
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BElWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
finish Grade
I i II : i I J i ! 3- Minimum Mulch
,"I i I Ii' 1'1
" ' ! , ' I I, Rootballf: 16- Minimum
, , I I,ll \ . I! I Radius rom Trunk
'II' ,III Washed-In and Tamped
ill' , ! II , ,~' ! II Planting Soil Mixture
'j II Ii' ::.- :', ""'.', " ~,Existing Soil
I "1'1 .',., .', II III
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Mound To Form Saucer
3- Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTI LIlY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
Provide 0 minir:lum 5'x10'
unobstructed \>Ianting area
o. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
PALM STAKING & PLANTING DETAIL
N.T.S.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
TREE ST AKING & PLANTING DET AIL
N.T.S.
/ /
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
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18I DESIGNIDEVELOPMENT
o PERMITTING & BIDDING
q CONSTRUCTION DOCUMENTS
8. LOW-MAINTENANCE DESIGN.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE # 1 OR BETTER.
TREE & SHRUB PLANTING DETAILS
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8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
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1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODIEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE UISED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
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10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
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2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
IRRIGATION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
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2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
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1- X 4- Horizontal Wood
Members or
Approved Substitute
6' - 8'
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4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
2" x 2-
Vertical
Wood Stakes
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3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
Full Dripline
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Barriers Placed at Protective Radius
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
WOOD FENCE
2/3rd's drlpllne for hardwoods 16'mln!
full drlpllne for pines 16'mln!
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BElWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
TREE BARRICADE DETAIL
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
N.T.S.
rnlS DRAWING IS AN INSlRUMENT OF SERVICE AND SHt.:.L RE)'wN THE PROPERTYBrnE
ENGINEER, AND SIWl. NOT BE REPROOUCED, PUBUSHED OR USED IN' Nff WAY UT
rnE CONSENT OF rnE ENGINEER. i @COPYRIGifl' 2004 NOT PU HED
f ,,/ .; '.
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7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITH IN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
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BRET D. KRASMAN,'P,E. #5317f,
COPIES OF THESE PLANS ME NOT VALiD ,UNLESS
EMBOSSED WITH THE SIGNING [NGINf1::R'S SEAl
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FLOATING
WOOD DOCKS
TYPICAL
R=170,OO' A=898,64'
=HD,=162,57'(D) 162,84'(M)
CB=S78057'34"EC D)
CB=S78011'19"ECC)
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PHASE IV I
VILLAGE ON ISLAND ESTATES ·
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SANITARY MANHOLE
RIM EL. = 5.46
WOOD PILINGS
TYPICAL
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CLEARWATER HARBOR
WATERWAY (NOT INCLUDED)
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EX. WOOD
PILINGS TYPICAL
R=70,OO' A=78,96'
CHD,=74,84'CD) 74,57'CC)
CB=NS81042'22"ECD)
CB=81015'44"ECC)
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NETAFIM DRIP IRRIGATION
..........
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SANITARY MANHOLE
RIM EL. = 5.48 :
INV.EL.= 1.87 NW :
NV.EL.= 1.73 E #
#
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LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544.0445
FAX17271541-5027
SANITARY MAN
RIM EL. = 5
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. ........ ...".... ........ .................. ........ ....... RIM EL.= 4.51
IE. 16 F.M. 19,91 '(M) 20,00'(
S40036'19'''vjCD) INV.EL.= 0.30
I INV.EL.= 0.54
I S40"37'19"W(M) INV.EL.= 0.14
.._....-_-__ _ _ _ _ _-_ _ _ _ _ _ _ _ _ _ _ -fL- _ _ _ - - - - - - - - - - - _8'l'V's _ _ _ _ _ _ _ _ _ _~_ - - - - - - - - - - - - ~ - - ~ - - - - - - Jr~(',- - ·
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___::: · · .. · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · :. · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ~;X~ · 6~' - ; .. EX.. 6 ::~. ..-=-:=-.. ..-=.-=-:=-.:.-=.-=-.=-.. "L "-.-=-:~.:.-=:~.::.-=.~:~.:~
WINDWARD P,~SSAGE
60' RIGHT-OF-WAY
26' ASPHALT PAVEMENT
2' CONC. GUTTER
..........
Irrigation Heads Table
@ CURVE DATA
R=50,OO' A=32.18'
CHD,=31.62'CP8xM)
CB=N30057'35'fI'vjCP)
CB=N30051'34''''vjCC)
~ CURVE DATA
R=50.00' A=82,03'
CHD,=73.14'CD) 73.15'CC)
CB =N590 31'26"'vjC D)
CB=N59031'41"'vjCM)
QUQntity SYMbol Sprinkler HeQds
110 e TDRD MPR Plus SprQY 10 foot 12 trQjectory 180
28 E9 TDRD MPR Plus SprQY 10 foot 12 trQjectory 360
20
o 10 20
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I NES Comm.: 0348 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
02/07/03
Descri tion
PER CllY
18I DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLOYF LNOINRETSH 04F9oL203TS4111W-E13ST' ACCORDING
TO THE MAP OR PLAT THEREOF. HAVING A BEARING .
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DA~~M ~~A~~26I~~A~NS~~N~~~~~ = 0.00.
3. BENCHAMARK - PINELLAS COUNTY BENCHMARK MAP No.1.
STAMPED uAURAL-Au. ELEVATION = 12.601
4 THIS SURVEY WAS BASED ON THE TITLE COMMITMENT SUPPLIED TO OUR FIRM BY THE CLIENT.
. TITLE COMMITMENT No. CF 1013152. DATED: DECEMBER 21. 2002. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. EASEMENTS AND RIGHTS-OF-WAY
SHOWN PER PLAT.
5. UNDERGROUND IMPROVEMENTS. LOCATED AS SHOWN.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0001 D
FLOOD ZONE: ZONE AE
REVISED MAP DATE: AUGUST 15. 1991
1. A 30.00 FOOT DOCK EASEMENT PER PLAT BOOK 51. PAGE 34 OF THE PUBLIC RECORDS
OF PINELLAS COUNTY. FLORIDA.
..
/
LEGEND:
FCM FOUND CONCRETE MONUMENT
FIR FOUND IRON ROD
FCIR FOUND CAPPED IRON ROD
FIP FOUND IRON PIPE
FPIP FOUND PINCHED IRON PIPE
PC POINT OF CURVATURE
PCP PERMANENT CONTROL POINT
PLS PROFESSIONAL LAND SURVEYOR
PSM PROFESSIONAL SURVEYOR & MAPPER
ORB OFFICIAL RECORDS BOOK
PG PAGE
PB PLAT BOOK
TBM TEMPORARY BENCHMARK
R RADIUS
A ARC DISTANCE
CHD. CHORD OISTANCE
CB CHORD BEARING
(Pl PLAT
(Ml MEASURED
(Fl FIELD
(Rl RADIAL
(Cl CALCULATED
(D) DEED
FND FOUND
AIC AIR CONDITIONER
C.B.S. CONCRETE BLOCK STUCCO
CONC. CONCRETE
LB LICENSED BUSINESS
~ = DENOTES GROUND ELEVATIONS
@ill = DENOTES CATCH BASIN
<> DENOTES CONCRETE LIGHT POLE
~ DENOTES WOOD POWER POLE
OHW OENOTES OVERHEAD POWER LINES
L.F.F.EL. LOWEST FINISH FLOOR ELEVATION
SECTION 9, TOWNSHIP 29 SOUTH. RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
LEGAL DESCRIPTION:
UPLANDS:
A PORTION OF LOT 9 AND ALL OF LOTS 10,11,12 AND 13, BLOCK 0, UNIT 5, ISLAND ESTATES OF CLEARWATER, TOGETHER
WITH A PORTION OF VACATED DORY PASSAGE, AS RECORDED IN PLAT BOOK 51, PAGE 34, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. BEING MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 13; THENCE N490 23'41"W, ALONG THE NORTHERLY RIGHT -OF -WAY
LINE OF "WINDWARD PASSAGE", A DISTANCE OF 320.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT;
THENCE ALONG SAID CURVE, HAVING A RADIUS OF 50.00 FEET, CHORD 31.62 FEET, BEARING N300 57'41"W, A DISTANCE OF
32.17 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET,
CHORD 73.14 FEET BEARING N590 31'26"W, A DISTANCE OF 82.03 FEET; THENCE, LEAVING SAID LINE, N160 31'22"W, A DISTANCE
OF 120.00 FEET TO THE POINT OF CUR V ATURE OF A NON-TANGENT CURVE; THENCE ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 170.00, A CHORD OF 162.57 FEET BEARING S7r 57'31"E, A DISTANCE OF 169.50 FEET TO A POINT' OF
TANGENCY; THENCE S490 23'41"E, A DISTANCE OF 180.00 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT;
THENCE ALONG SAID CURVE HAVING A RADUIS OF 70.00 FEET, A CHORD OF 74.84 FEET BEARING S810 42'22"E, A DISTANCE
OF 78.96 FEET TO A POINT, SAID POINT BEING THE SOUTHWESTERLY CORNER OF PHASE IV VILLAGE ON ISLAND ESTATES, AS
RECORDED IN PLAT BOOK 35, PAGE 12, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE SOUTHERLY
LINE OF SAID VILLAGE ON ISLAND ESTATES, THE FOLLOWING THREE (3) COURSES:
U S490 23'41"E, A DISTANCE OF 136.76 FEET; 2,) S080 12'32"E, A DISTANCE OF 81.05 FEET; AND 3'> S400 36'19"W, A DISTANCE
OF 106.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE AFOREMENTIONED WINDWARD PASSAGE;
THENCE ALONG SAID LINE N490 24'09"W, A DISTANCE OF 61.00 FEET; THENCE S400 36'19"W, A DISTANCE OF 20.00 FEET TO
THE POINT OF BEGINNING
CO NT AINING 1.838 ACRES MORE OR LESS.
SUBMERGED LANDS:I
THOSE SUBMERGED LANDS LYING NORTHWESTERLY OF PHASE IV, VILLAGE ON ISLAND ESTATES, AS DESCRIBED IN THE
OFFICIAL RECORDS BOOK 5885, PAGE 2178, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND AS SHOWN HEREON.
R=50.00' A=81,44'
CHD.-72.73'
CB=N060 03'25"W
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60
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CLEARW A TER HARBOR
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NOT PLATTED
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SUBMERGED LANDS
(O.R.B. 5885. PAGE 2178)
0.698 ACRES MORE OR LESS
(0
t')
CERTIFICATION:
THE FOLLOWING PERTAINS TO SCHEDULE uBu OF THE TITLE COMMITMENT No.: CF 1013152. EFFECTIVE
DATE: DECEMBER 21. 2002. ISSUED BY: MACFARLANE. FERUSON & McMULLEN:
o::~:, ,',:: '
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REQUIRES NO RESPONSE BY SURVEYOR
THE NORTHWESTERLY 90 FEET OF DORY PASSAGE TO BE VACATED PER O.R.B. 4216.
PG. 1405. DIMENSION IS INCORRECT. SHOULD BE THE NORTHWESTERLY 80 FEET.
(PLATTED AS AN 80 FOOT RIGHT-OF-WAY).
6: AS SHOWN ON SAID PLAT.
1: A 10 FOOT PERMANENT SANITARY SEWER EASEMENT ALONG THE WEST LINE OF THE
NORTHEASTERLY TWO THIRDS OF LOT 9. (O.R.B. 5020. PG. 615)
8: REQUIRES NO RESPONSE BY SURVEYOR.
9: SEE OFFICIAL RECORDS BOOK 5885. PAGE 2118. PUBLIC RECORDS OF PINELLAS
COUNTY. FLORIDA. FOR SUBMERGED LANDS ARTICLE NOT ATTACHED TO TITLE PACKAGE.
REQUIRES NO RESPONSE FROM SURVEYOR.
CONCRETE BULK HEAD LOCATED ON WATER PERIMETER OF SURVEY.
REQUIRES NO RESPONSE FROM SURVEYOR.
o
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AS TO ITEM 5:
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AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
AS TO ITEM
10:
1 1 :
1 2 :
/
...
PHASE IV
VILLAGE ON ISLAND EST A TES
(O.R.B. 4878. PG. 2008)
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WATERWAY
SUBMERGED LANDS
(P.B. 51. PG. 34)
1.250 ACRES MORE OR LESS
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S4~31'49"E 136.75'(C)
S4~0 23'41"E 136.76'(0)
3,6'
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CB-S810 42'22"E(o)
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CB-S780 57'34"E(o)
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S49016114"E
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LOT 11
LOT 12
LOT 13
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C.B.S. & STEEL FRAME
HIGH AND DRY MARINA
L.F.F .EL.=5. 71
C.B.S. & STEEL FRAME
HIGH AND DRY MARINA
OFFICE AREA
POINT OF BEGINNING
SOUTHEAST CORNER
OF LOT 13
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S400 36'19"W(o)
S400 37'19"W(M)
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I
ASPHALT PAVEMENT
ASPHALT PAVEMENT
REMAINDER OF
LOT 9
N49023141"W 320.00'(P) 320.091(M)
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OHW
OHW
4 \\ INLET
OHW - OHW OHW
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OHW
OHW
OHW--
OHW
OHW
OHW
OHW
Q
OHW
OHW g
OHW
0HW
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~ CURVE DATA
R-50.00' A-82.03'
CHD.-73.14I(O) 73.15'(M)
CB-N590 31126"W(O)
CB-N590 31'41"W(M)
WINDWARD PASSAGE
60' RIGHT-OF-WAY
26'ASPHALT PAVEMENT
2'CONC. GUTTER
(CD CURVE DATA
R-50.00' A-32.18'
CHD.-31.62'(P8cM)
CB-N300 57135"W(P)
CB-N300 51'34"W(M)
\
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!NV.EL.~ 1.73 E
rv' . (-~- ! _ . -~ 0 . 14 S
SCALE:
FIELD BOOK:
\, '. " ,~" ,
1"=30'
HAIDER DEVELOPMENT
CORPORA TION
KLEIN & STAUB SURVEYING,INC.
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
BOUNDARY &
TOPOGRAGHIC
SURVEY
JOB No.:
DRAWN BY:
PAGES:
BAK
04/22/04
CHECKED BY:
XXX
030002.1
SHEET No.:
BAK
BAK
BAK
BY:
FOR: SALAMAN A. HAIDER
10719 BOCA POINTE DRIVE
ORLANDO. FLORIDA 32836
BRUCE A: KLEIN. P M ~ 5052
FLORIDA REGISTERED SURVEYOR
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
04/22/04
11/13/03
02/06/03
DATE:
3
2
1
No:
ADDED 30 FT. DOCK NOTE & DORY PASSAGE
REVISED SANITARY PIPE RUN ALONG DORY PASSAGE
ADDED TITLE COMMITMENT CERTIFICATION
REVISIONS
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SCHEMATIC DESIGN
REVISED WITH DRC REVIEW COMMENTS
Case Number: FLD200~~-11 059--202 WINDWARD PSG
LOCA liON MAP
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PlANS AOE COPV.'GHTED AND A.E SUBJECT TO COPY.IGHT POOTECTlON AS AND
ftARCHITECTURAl WOR~' UNDER SECTION 102 OF THF COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER 1990 AND <NOWN AS AOCHI1ECTURAt WORICS COPYOIGHT POOTECTION ACT Of
1990 THE PROllClION INCLUDES BUllS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE
AORANGEMlNT AND COMPOS'T'ON OF SPACES AND ELEMENTS OF THE DESIGN,
DRAWING INDEX
SUBMITTAL
DATE
PHASE
#
DRAWING DESCRIPTION
04-15-04
SCHEMATIC DESIGN
COVER SHEET/INDEX
A-OO 1
04-15-04 SCHEMATIC DESIGN A-101
04-15-04 SCHEMATIC DESIGN A-102
04-15-04 SCHEMATIC DESIGN A- 1 11
04-15-04 SCHEMATIC DESIGN A- 11 2
04-15-04 SCHEMATIC DESIGN A- 11 3
04-15-04 SCHEMATIC DESIGN A-115
EXISTING SUIRVEY
OVERALL SITE PLAN
AERIAL PHOTO W /SITE
PLAN
LEVEL
LEVEL
LEVEL
LEVEL
1 - PARKING
2 - RESIDENTIAL
3 & 4 - RESIDENTIAL
5 & 6 - RESIDENTIAL
04-15-04 SCHEMATIC DESIGN A- 201 ELEVA TIONS
04-15-04 SCHEMATIC DESIGN A-202 ELEVATIONS
04-15-04 SCHEMATIC DESIGN A-203 ELEVATIONS
04-15-04 SCHEMATIC DESIGN A-204 ELEVA TIONS
04-15-04 SCHEMATIC DESIGN A-205 ELEVA TIONS
04-15-04 SCHEMATIC DESIGN A-206 ELEVA TIONS
04-15-04 SCHEMATIC DESIGN A-207 ELEVATIONS
04-15-04
SCHEMATIC DESIGN
SECTIONS
A-302
04-15-04
04-15-04
ELEVATION COMPARISON
SITE PLAN COMPARISON
THE RESIDENCES AT
WINDWARD PASSAGE
03540
BPRC Submital:
Date Plotted: April 14, 2004
Date Issued:
Revisions:
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CONCEPTUAL DESIGN
COVER SHEET
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THeSE PLANS ARE COPYRIGHTED AND ARE SU8JFCT TO COPYRIGHT PROTECTION AS AND
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BPRC Submital:
Date Plotted: April 01, 2004
Date Issued:
03540
CONCEPTUAL DESIGN
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
Revisions:
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
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03540
Revisions:
BPRC Submital:
Date Plotted: April 14, 2004
Date Issued:
03540
CONCEPTUAL DESIGN
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPY~IGHT8) AND ARE StJ8JECT TO COPYRIGHT PROTECTION AS AND
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPY~'Gfflffi AND ARE SUBJECT TO COPYRlGffI PROTECTiON AS AND
"ARCHITECTURAL WORK:' UNDE~ SECTION 100 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBEK 1990 AND k.HOWN AS ARCHITECTU~Al WORKS COPYRIGHT PROTECTION ACT o~
1990 THE PROTECIION INCLUDES 8Ul1S NOT LIMlTlO 10 THE OVERALL fORM AS WELL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN,
BPRC Submital:
Date Plotted: April 14, 2004
Date Issued:
03540
CONCEPTUAL DESIGN
Revisions:
A-113
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5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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BPRC Submital:
Date Plotted: April 14, 2004
Date Issued:
Revisions:
03540
CONCEPTUAL DESIGN
A-115
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SOUTH ELEVATION
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
THE RESIDENCES AT
WINDWARD PASSAGE
03540
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESf PlANS ARf COPYRIGHTfD AND ARE SU8JFCT TO COPYRIGHT PROTECTION AS AND
'ARCHITECTURAl WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
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03540
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Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THFSE PLANS ARE COPYR'GHTED AND ARE SUBJECT TO COPYRIGHT PROTECtiON AS AND
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THE RESIDENCES AT
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03540
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Date Plotted: April 14, 2004
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Revisions:
03540
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248--9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTfD AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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THE RESIDENCES AT
WINDWARD PASSAGE
03540
BPRC Submital:
Date Plotted: April 14, 2004
Date Issued:
Revisions:
03540
CONCEPTUAL DESIGN
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
II 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTiON AI AND
'ARCH'TECTuRAL WOR'" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AI AMENDED
DECEMSER 1990 AND I(NOWN AS ARCHITE:CIURAL WON:ICS COPY~IGHT PROl~CTION ACT OF
19"0 THE PROTECTION INCLUDLS BUT IS NOT LlMI1LD 10 THE OVE~ALL 10~M AI WEll AI THE
ARRANGEMENT N<D COMPOSiTiON 01 SPACES AND ELEMENTS OF THE DESIGN,
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THE RESIDENCES AT
WINDWARD PASSAGE
03540
BPRC Submital:
Date Plotted: April 14, 2004
Date Issued:
Revisions:
03540
CONCEPTUAL DESIGN
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Phone 850-231-2057 Fax 850-231-3553
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