FLD2004-05039 (2)
FLD2004-05039
610 S Myrtle Ave
Old Clearwater City
Flats
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C I T Y 0 F C LEA R W A. T'E R
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUII,DING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
LONG RANGE PlANNING
DEVELOPMENT REVIEW
March 30, 2006
Mr. Larry Hankin
Old Clearwater City Flats
401 Corbett Street, Suite 110
Clearwater, FL 33756
RE: August 24,2004 Development Order - Case FLD2004-05039 - 610 S. Myrtle Avenue
Dear Mr. Hankin:
Thank you for your letter, dated January 23, 2006, requesting clarification as to procedure with
regard to changing roofing materials for the project represented by the above stated development
order. On August 17, 2004, the Community Development Board reviewed a Flexible
Development application to permit a mixed-use development at 610 S. Myrtle Avenue. One of
the conditions of approval read, "That the final design and color of the building be consistent
with the conceptual elevations submitted to, or as modified by, the- CDB".
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Our preference is to maintain the barrel tile roof appearance, as seen on Sheet A-I of the
approved plan set. An alternative material could be fabricated metal, with a barrel tile look.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner m,
at 727-562-4836, or me at 727-562-4561.
Sincerely,
~#4-
Michael Delk, AICP
Planning Director
S'\planning DepartmentlC D BlFLEX (FLD)lInactive or Finished App/icatlonslMyrt/e S 0610 Old Clearwater City Flats & Wells Court (C) _
ApprovedlMyrtle S 610 Changes to Site letter March 30, 2006 doc
FHANk. HIIlIlAHD, MA\OH
Bill JON~ON, VI( I -MAvoll
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"EQUAL EMPIOYMI'NI AND AI-FIHMAIIVI, Al.IION EMPIOYI'"''
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CITY OF CLEARWATER
LONG RANGE PLANNING
DEVELOPMENT REvIEW
PLANNING 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
August 24, 2004
Mr. F. Blake Longacre
401 Corbett Street, Suite 110
Clearwater, FL 33756
flLE GOPl
RE: Development Order- Case FLD2004-05039 - 610 S. Myrtle Avenue
Dear Mr. Longacre:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On August 17, 2004, the Community Development Board reviewed your
Flexible Development application to permit a mixed use development with reductions to the
front (east) setback along Myrtle Avenue from 25 feet to 15 feet (to pavement) and 21 feet (to
building), the side (south) setback from 10 feet to five feet (to pavement), the rear setback of 20
feet to 10 feet (to pavement) and a building height increase from 25 feet to 59.17 feet from
finished floor elevation (FFE) to roof midpoint, as a Comprehensive Infill Redevelopment
Project, under the provisions of Section 2-704.C, for the site at 610 S. Myrtle Avenue.
Based on the application and the Staff recommendation, the Community Development Board
(CDB) APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.C.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a minor lot adjustment, consistent with the lot layout as proposed by the site plan, be
approved by the City and recorded at Pinellas County, prior to any building permit issuance;
2. That the final design and color of the building be consistent with the conceptual
elevations submitted to, or as modified by, the CDB;
3. That all Fire Department requirements be met prior to the issuance of any permits;
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoYT HAMIlTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COM~1IS;ION[R
FRANK Hl!3BARD, COMMISSIONER ~ Bill JONSON, COMWSSIONFR
"EQUAL EMPLOYMENT AND AFFlRMA1IV[ ACTION EMPlOYER"
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August 24, 2004
F. Blake Longacre - Page Two
4. That prior to building permit issuance, all Recreation Land and Recreation Facility impact
fees are due for the 48 residential units (If there is a decrease to the building coverage from
53,809 square feet to 28,737 square feet, the Open Space impact fee will not apply. Contact
Deb Richter, of the Recreation staff, to calculate the assessment);
5. That a report including a soil boring with seasonal high water determination and percolation
rates, signed and sealed by a Professional Engineer, be provided prior to building permit
issuance;
6. That a SWFWMD Permit or Letter of Exemption be submitted prior to building
permit issuance;
7. That a copy of the utility easement for sanitary pipeline proposed along the south
boundary of the project be provided prior to building permit issuance;
8. That an irrigation plan, designed to the satisfaction of Planning staff, be provided prior
to building permit issuance;
9. That all proposed utilities (from the right-of-way to the proposed buildings) be
placed underground and installation of conduit(s) along the entire length of the site's
street frontage be completed prior to the issuance of the first Certificate of
Occupancy;
10. That a condominium plat be recorded with Pinellas County prior to the first
Certificate of Occupancy;
11. That Traffic Impact Fees are to be assessed and paid prior to the first Certificate of
Occupancy; and
12. That all signage meet Code and be architecturally integrated into the design of the
site and/or buildings.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by August 17, 2005). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
not change with successive owners. The Community Development Coordinator may grant an
extension of tjme 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 building permit
application.
The issuance of this Development Order does not relieve 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
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of the Community Development Board meeting.
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August 24, 2004
F. Blake Longacre - Page Three
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 September 7, 2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner m,
at 727-562-4836. You can access zoning information for parcels within the City through our
website: www.c1earwater-fl.com.
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
S~\Planning Departmenf\C D B\FLEJNnacUve or FinIshed ApplicationsWyrtle S 610 Old Clearwater CIty Flats & Wells Court (C) -
ApprovedIMyrtle S 610 Development Order August 24, 2004.doc
1. I-IANDRAIL5 ARE DE51c:,NED FOR A CONCENTRATED LOAD OF 2tZ>tZ> L6
AFFLlED AT ANY POINT AND IN ANY DIRECTION AND &tZ> FLF LOAD
VERTICAL.L Y AT I-IANDRAIL
2. ALL ALUMINUM GJUARD/I-IAND RAIL5 6Y OTI-IER5 - ALUMINUM 5UFFLlER TO
5U6MIT CONNECTION AND CON5TRUCTION DETAIL5 PRIOR TO IN5TALLATION
3. I-IANDRAIL TO 6E IN5TALLED 6OTI-I 51DE OF 5TAIFCUJAY
4. CONTRACTOR TO ALWAY5 FIELD MEA5URElYERIFY MEA5UREMENT5 OF
5TAIR5 FRIOR TO FAeRICATION AND IN5TALLATION OF 5TAfR5
5. PICKET5 TO 6E IN5TALLED A5 PER, F6C 2tZ>tZ>1 EDITION, REFERENCE ltZ>15.1
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WALLING & ASSOCIATES
DESIGN AND DRAFTING
SERVICES
7812 POWDERHORN CIRCLE
LARGO, FLORIDA 33773
P: 727,524,3403
F: 727.524.3408
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Ig3[ffE~fFBD[N]@j Ig-s~~D~= THE WESTERLY RIGHT-
OF WAY LINE OF SOUTH MYRTLE AVENUE, FROM THE P.I. AT THE N.E CORNER OF
BLOCK 21 AND THE P.I. AT THE S.E. CORNER OF BLOCK 26 IS ASSUMED TO BEAR
S.OO.OJ'06"W. PER R/W SURVEY BY PINEL LAS COUNTY ENGINEERING DEPARTMENT.
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S. E.
1/4 OF SECTION 16, TOIYNSHIP 29 SOUTH, RANCE 15 EAST, PINELLAS COUNTY, FLORI.DA.
DOUN.DAR Y SUR VEY OF: ALL OF BLOCK 26, MAGNOLIA PARK, AS RECORDED IN PLAT BOOK ~. PAGE 'U, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, LESS THE SOUTH 200 FEET OF THE EAST 150 FEET THEREOF, AND LESS A
TRIANGLE IN THE NORTHEAST CORNER THEREOF DESCRIBED AS. BEGIN A T A POINT ON THE EASTERL Y BOUNDARY OF SAID BLOCK 26, AND 10 FEET SOUTH OF THE NORTHEASTERL Y CORNER OF SAID BLOCK 26 AND RUN THENCE NORTH 10 FEET TO SAID NOR THEA S TERL Y CORNER, RUN THENCE WEST
II FEET ALONG THE NORTHERL Y LINE OF SAID BLOCK 26, RUN THENCE SOUTHEASTERL Y TO THE POINT OF BEGINNING.
AND
ALL OF BLOCK 21, MAGNOLIA PARK. AS RECORDED IN PLA T BOOK ~, PAGE 'U, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT LOTS 4 AND 5 THEREOF.
AND
THA T PORTION OF VACA TED OR CLOSED PINE STREET BETWEEN BLOCK 21 AND BLOCK 26 OF MAGNOLIA PARK SUBDIVISION, ACCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLA T BOOK ~, PAGE 4~. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AS DESCRIBED IN ORDINANCE
NO. 2467-81 OF THE CITY OF CLEARWA TER. FLORIDA RECORDED IN OFFICIAL RECORDS BOOK 6258, PAGE 2041. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
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; OR ; INDICA TES ELEVA TION REFERENCED TO CITY OF CLEARWA TER BENCHMARK DESIGNA TED
CD 6, HA VING A PUBLISHED ELEVA TlON OF 22.988 FEET MEAN SEA LEVEL (M.S.L.).
2. UNLESS OTHERWISE STA TED THE PROPERTY DESCRIPTION SHOWN HEREON WAS
PROVIDED BY THE CLIENT, OR CLIENT'S DESIGNA TED AGENT.
3. UNDERGROUND IMPROVEMENTS, INCLUDING BUILDING FOUNDA TIONS HA VE NOT BEEN
LOCA TED, EXECPT AS SHOWN HEREON.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE SEARCH PREPARED BY COMMONWEAL TH
LAND TITLE INSURANCE COMPANY COMMITMENT NO. 864-0019097, DA TED JUL Y 16, 2003 AT 8,00A.M.
THE SURVEY DEPICTED HEREON J.S. COVERED BY PROFESSIONAL LIABILITY INSURANCE.
PAVEMENT LOCATIONS DEPICTED HEREON ARE APPROXIMATE DUE TO VEGETATION OVERGROWTH.
BUILDING DIMENSIONS ARE APPROXIMA TE DUE TO THE DETERIORA TED CONDITIONS OF SAME.
PROPERTY IS ZONED "C" (COMMERCIAL) PER THE CITY OF CLEARWA TER.
FRONT SETBACKS = 25 FEET, SIDE SETBACKS = 10 FEET, PER THE CITY OF CLEARWA TER.
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MSL = MEAN SEA LEVEL PWR =
MIGIP = METAL GUARD POST P.K8D
N8D = NAIL AND DISK
010 = OVERALL
OE .. OVERHEAD ELECTRIC
OHW = OVERHEAD WIRE(S)
OR = OFFICIAL RECORD
ORB = OFFICIAL RECORD BOOK
(p) = PLA T
PB = PLA T BOOK
PC = POINT OF CUR VA TURE
PCC .. POINT OF COMPOUND
CUR VA TURE
PCP.. PERMANENT CONTROL POINT
HEIGHT P.K = PARKER KALON NAIL
PM = PO WER ME TER
POB = POINT OF BEGINNING
PRC = POINT OF REVERSE
CUR VA TURE
PP = POWER POLE, OR
PINCHED PIPE
PRM .. PERMANENT REFERENCE
MONUMENT
PSM = PROFESSIONAL
SURVEYOR 8 MAPPER
PT = POINT OF TANGENCY
~flJJ~~[C'W
A = ARC LENGTH
AIC = AIR CONDITIONER
BWF = BARBED WIRE FENCE
BIW = BARBED WIRE
(C) .. CALCULA TED
CB = CHORD BEARING
CH = CHORD
CLF .. CHAIN LINK FENCE
CONC. = CONCRETE
CR = COUNTY ROAD
CIO = CLEAN OUT
CIS .. CONCRETE SLAB
~ = DEL TA, CENTRAL ANGLE
(D) .. DEED OR DESCRIBED
DBH = DIAMETER. BREAST
ESMT = EASEMENT
EIP = EDGE OF PA VEMENT
F = FOUND
FC .. FENCE CORNER
FE = FENCE END
FFE .. FINISHED FLOOR ELEVA TlON
FN = FOUND NAIL
GI = GRA TE INLET
HICIR = HANDICAPPED RAMP
INV = INVERT
LP = LIGHT POLE
(M) = MEASURED
PO WER
= PARKER KAL ON
NAIL 8 DISK
R = RADIUS
(R) .. RECORD, OR RECORDED
RR = RAILROAD
RRS = RAILROAD SPIKE
RIW = RIGHT-OF-WA Y
RAD = RADIAL
RNG = RANGE
N8D = NAIL 8 DISK
S . SE T
SAN = SANITARY
SEC .. SEC TION
STM = STORM
SR = STA TE ROAD
SRD = STA TE ROAD DEPT.
T IB = TOP OF BANK
TP .. TELEPHONE POLE
TWP = TOWNSHIP
TYP .. TYPICAL
UIM = UNMARKED
UP = UTILITY POLE
WON = WOODEN
WF = WOODEN FENCE
WM = WA TER METER
WV = WA TER VAL VE
X-ING.. CROSSING
XIF = TRANSFORMER
lL~(GjfE[N]fl:d)=
. FOUND CONCRETE MONUMENT (FCM)
. FOUND IRON ROD (FIR)
CD SET 518" IRON ROD #LS4976 (SIR)
. FOUND RAIL ROAD SPIKE (FRRS)
... SIZES ARE AS NOTED IF APPLICABLE,
...
ABBREVIA TlONS MA Y ALSO BE CONCA TENA TED (JOINED) AS REQUIRED
OTHER COMMONL Y RECOGNIZED ANDIOR ACCEPTED ABBREVIA TlONS ARE
ALSO UTILIZED BUT NOT SPECIFIED HEREON
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AND ALL PIPES ARE OUTSIDE DIAMETER
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FLOOD HAZARD ZONE: X DA TE REVISED: SEPTEMBER 3. 2003
MAP /'TEAf D: 121 03ca 10BG
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DlEl.N&IED 70:
MR. F. BLAKE LONGACRE
SUITE 110 ()t..
'f01 CORBETT ST.
CLEARWA TER, FL ~~756
~~
M7E8 '" I9!fLD wawc: 0420-051004
F&.D ~ D.C.BIK.B.G.IK.vB.
CER, rc:u I'a:t
F. BLAKE LONGACRE
CORBETT DEVELOPMENT, INC.
SIGNA TURE BANK
--J _L _.'-_.L~. _ -M-...'ll
AXLE
CER, rICA TION
I HEREBY CERTIFY In favor of the above referenced, (a) that thl. .urvey (I) ...0. made on
the ground ond I. 0 correct repre..ntal/on of th. .ubJ.ct property o. of Augu.1 15 200~,
(II) .ho.... th. 10cl11/on ond recording r.ference of 1111 .11..m.nt. and any other ml1';.r.
of record affecting tha .ubJect prop.rty ...hlch hove b..n provided the und.r"gned C.r
the legl1l d..crlpl/on In .uch ea..ment. ond oth.r ml111e,., (110 .hown the line. of 0 I
.tre.t. abulllng the Il1nd and the ...Idth. thereof, (Iv) .ho.... the local/on of the entry point.
to th. .ubl.ct property of 011 ulll"'.. ...hlch ..rv. the .ubJect property, (v) .ho.... all
oppllcoble building ..Iback IIn.. e.tobll.hed by appllcobl. zoning andlor oth.r governm.ntol
ordlnonc... .tatut... or refulatlon.. ond (vI) .ho.... any other molle,. on th. ground
...hlch may I1dve,.ely offac I/I/e to the .ubl.ct //,rop.rty, (b) that there are no
encroochm.nt. .lther ...oy acro.. th. boundary Ine. of th. .ubJ.ct prl1perty e.c.pt a.
.ho...n, (c) thot no odJo/nlng prlvote prop.rty vl.lbly .erve. th. ,ubJ.ct prifr.rty for
dro/noge, .torm...oter, r.l.nl/on or d.tenl/on purpo.... e.c.pl a. .ho...n, (d thot ad.quale
Ingre.. and .gre.. to Ihe .ubJ.ct !rop.rty I. provld.d by TURNER STRE T on the North
MYRTLE A VCNUE on Ihl: Ea.t, on DRUID ROAD on the South, the .om. being paved '
d.dlcoted public rlght.-of-...'!1Y M:Jlntal.l.d by the Clly of C/eor...ot.r, (.) that the .ubJ~ct
.ubl.ct property do.. n:Jt .arv. tlny I1dlofn/ng for dralnag.. Ingre.. or .gre.. or any
oth.r purpo.., e.c.pl a. .ho...n, ond that bo..d on the Federal Emerg.ncy Manl1gment
Adm/nl.tral/l1n (F.E.M.A.) F/or.d Hazard Boundary Map, Mop IIem 10, 1210~C0108G
Pln.lla. County, the .ubJ.c; prap.rty ... not contaln.d ...lthln the Flood Prone Area.
~'l~~"L& ._
MTI! BIt1IED AM) ~ ~ ~ 5/ 7' ~4
SET WOODEN LA TH (SWL)
SET WOODEN HUB (SWH)
FOUND IRON PIPE (FIP) OR
(0.0.)
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FBL DEVELOPMENT
401 CORBETT STREET
CLEARWA 7ER, FL
D.C.B.
1rnIRJA}. rI.'IfM
051004
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- GENERAL LANDSCAPE NOTES
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I , All plant matenals shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy, free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. All palms and trees shall have straight trunks with no tWists, knotting or other ciefectlve characteristics.
4. Mulch shall be 100% Pine Bark, Installed to a 111nlmum thickness of 2".
5. Sod shall be 95% weed free St. Augustine "Floratam", Installed with tight JOints.
b. All dimenSions shall be field checked by the Landscape Contractor prIOr to construction with any
d'screpancles reported to the Landscape Architect.
7. All materials shall be as speCified on the plans. If materials, labor or Installation techniques do not adhere
to the speCifications, they Will be rejected by the Landscape Arch'tect with speCified matenals and Irstallatlon
carned out by the L3ndscape Contractor at no additional cost.
8. No substitutions of l1atenals or changes to the draWings or speCifications shall be made.
9. All required permits are to be prOVided by the Installing contractor unless speCifically stated otherWise 1:1
the speCifications.
10. Contractor Identlfrcatlon signs shall not be aliowed on the p"'oject.
I I. Contractor shali be responsible for alllter:1s as shown or deScribed on thiS plan and speclkatlons.
12. A,I proposed landscape and sod areas conta'nlng turf or weeds shall be treated with "Round-up" per
manufacturer's speCifications.
I 3. Landscape Contractor shall prOVide all necessary site preparation reqUired to ready tne site for planting as
specified.
14. The landscape Contractor shall warranty and guarantee all matenalS and labor for a period of 90 days for
s~rLbs and groundcover, palms and trees. Warranty and guarantee penod shall begin upon date of completion.
15. All repairs and/or replacements shall be made by the L3ndscape Contractor Within 10 worklrg days upon
notification of any defiCienCies by the owner or their represe'1tatlve.
I b. All questions regarding the Landscape Plans and SpeCIfications shall be directed to tne lAndscape
Architect at (727) 787-2<'340.
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rIl ~ -- . POND #4 =a:3 GA AGES ',70C SF) '[ "It> GAl AGE . (1,710 SF :3 ~NIT~Is' _ 1 5 I 35 . . ~ j [~ i
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FERTILIZATION
Shrubs and Trees
All trees and shrubs sha,1 be fertilized With "Agnform" 20-15-5 planting tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that IS between
the middle and bottom of the root bail.
Application Rate:
I Gallon Contamer:
3 Gallon Contamer:
5 Gallon Container:
7 Gallon Container:
Trees:
I -- 2 I gram tablet
2 -- 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tab:ets
3 tablets per each 1/2" caliper of trunk
Groundcover Areas
All groundcover areas shall reCeiVe fertilization With "Ozmocote" time release fertilizer per manufacturer's
speCifications.
2/3 Tree dnpllne
~I~
EXisting tree to ....~ 1--..:' :~'....
remain ,~
. _ .-f....o
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48" Height
'x4 pt ~ails
- 2x4 pt post
24" Depth
'-Existing grade
-e TREE PROTECTION DETAIL
~
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Set tree plumb, - ~-
WI:h top a. _~~ ' 1'1_-
rootball I '/2" ~~~ ~
above finish J<f
grade _ _ 0
Rubber hose
# I? g,lUge wire ~/.......
2" Mulch '\.., I 2" length red
3" T ree wel~ ~ ~ plast.c flag
Finish grad~ Y "'- tape
2x4 pt stake-X , ..;~t~i~~i~nvExlstlng native
Roo" ball -- '\. ,I, .' .,.. ,,;~"
" '\. _.~,..,',.".'.J soil
Nat ve SOil IJI
back'i11 \ J
-
- Plant Materials Schedule
-e TREE PLANTING DETAIL
Quantity Code
Botanical Name
Common Name
SpeCification
Spacing
9
150
22
IG
92
IG
33
1837
G
9
481
8
19
284
I b I
329
84
51 I
420
323
b
CA
HI5
IVS
IX
JP
LI
LMM
LMG
LJT
10
POM
QS
QV
RI
PA
S5
SP
TJV
TJN
VS
ZFU
3G" o.C.
Crlnum aSlatlcum
HibiSCUS spp.
Ilex Vomltona Shillings
Ixora Nora Grant
Juniperus parsonll
Lagerstromea indica
Llrlope Muscan
Llrlope Muscan
Llgustrum spp.
Ilex casslne
Podocarpus spp.
Quercus shumardll
Quercus vlrglnlana
Raphlolepls indica
Plumbago aUrlculata
Spartlna bakerll
Sabal palmetto
Trachelospermum Jasmlnlodes "Var."
T rachelospermum aSlatlcum "mlnlma"
Viburnum suspensum
Zamla furfuracea
Crlnum Lily
HibiSCUS
Dwarf Yaupon Holly
Nora Grant Ixora
Parson's Juniper
Crape Myrtle
Aztec Grass
Giant Llnope
Llgustrum Tree
Dahoon Holly
Podocarpus
Shumard Oak
Live Oa k
Indian Hawthorn
Plumbago
Cardgrass
Cabbage Palm
Var. Confederate Jasmine
Dwarf Confederate Jasmine
Sandankwa Viburnum
Cardbaard Palm
7 gal., 30" x 30"
3 gal., 24" x 24"
3 gal., 14"x /4"
3 gal., 24" x 24"
3 gal., 12" ht. X 28" spr.
8' ht. x 81 spr., 2" cal.
I gal., /2" ht. x 12" spr.
I gal., /2" ht. x /2" spr.
8' ht. x 8' spr., 2" cal.
J 21- I 4' ht. X 4' spr., 2 1/2" cal.
3 gal., 24" ht. x 24" spr. 30" a.c.
I 2'- I 4' ht. X 41 spr., 2 1/2" cal.
12'- 1 4' ht. X 41 spr., 2 1/2" cal.
3 gal., 18" ht. X 18" spr. 30" a.c.
3 gal., 24" ht. x 24" spr. 30" o.C.
3 gal., 24" ht. x 24" Spr. 30' o.c.
Staggard Hts. 10' c.t. - I GI c.t. 10' a.c.
3 gal., 12" ht. X 18" spr. 30" a.c.
I gal., G" ht. x 12'1 spr. /8" a.c.
3 gal., 24" ht. x 24" spr. 30" a.c.
7 gal., 30" x 30" 3G" a.c.
30" o.C.
28" a.c.
30" a.c.
30" a.c.
_ _0 _I. _ Set shrub
~.~ plu-r.b. With top
2" Mulch rf. - o. . of ~ootball I"
Qt-~ . above i,nlsh
Finish Gradel ~ ~ grade
Root ball [.. ..... -EXisting native
NatIve sod . '.' .' 501:
backf II
18" a.c.
/8" a.c.
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SHRUB PLANTING DETAIL
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COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
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1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
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JOB NO. 24038
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LEGAL DESCRIPTION
FINAL SITE PLANS
PLAN SET INDEX
THE NORTH 2.79 ACRE PORTION OF THE FOLLOWING DESCRIBED TRACT:
610 SOUTH MYRTLE AVE
PREP ARED FOR:
PREPARED BY:
1. COVER SHEET
2. BOUNDARY & TOPOGRAPHIC SURVEY
3. DEMOLITION PLAN
4. SITE PLAN
5. PAVING, GRADING & DRAINAGE PLAN
5A. PRE DEVELOPMENT BASIN MAP
5B. POST DEVELOPMENT BASiN MAP
I 6. UTILITY PLAN
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6A. WATER CONNECTION DETAIL PLAN <::)
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L-l LANDSCAPE PLAN c:r:l
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ALL OF BLOCK 26, MAGNOLIA PARK, AS RECORDED IN PLAT BOOK 3, PAGE 43, PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA; LESS THE SOUTH 200 FEET OF THE EAST 150 FEET THEREOF; AND LESS A
TRIANGLE IN THE NORTHEAST CORNER THEREOF DESCRIBED AS: BEGIN AT A POINT ON THE EASTERLY
BOUNDAR Y OF SAID BLOCK 26, AND 10 FEET SOUTH OF THE NORTHEASTERLY CORNER OF SAID BLOCK
26 AND RUN THENCE NORTH 10 FEET TO SAID NORTHEASTERLY CORNER; RUN THENCE WEST II FEET
ALONG THE NORTHERLY LINE OF SAID BLOCK 26; RUN THENCE SOUTHEASTERLY TO THE POINT OF
BEGINNING. ALL OF BLOCK 21, MAGNOLIA PARK, AS RECORDED IN PLAT BOOK 3, PAGE 43, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT LOTS 4 AND 5 THEREOF. THAT PORTION
OF V ACA TED OR CLOSED PINE STREET BETWEEN BLOCK 21 AND BLOCK 26 OF MAGNOLIA PARK
SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 43, OF
THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AS DESCRIBED IN ORDINANCE NO. 2467-81 OF
THE CITY OF CLEARWATER, FLORIDA RECORDED IN OFFICIAL RECORDS BOOK 5258, PAGE 2041, OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ENCOMPASSING 3.85 ACRES MORE OR LESS (M.O.L.).
CLEARWATER, PIN-ELLAS COUNTY, FLORIDA
CIVIL ENGINEERS/PLANNERS:
LA CIVIL
1446 COURT STREET
CLEARWATER, FLORIDA 33756
PHONE: 72 7 446-9000
LANDSCAPE ARCHITECT:
COPLEY DESIGN ASSOCIATES
1666 LANEY DRIVE
PALM HARBOR, FLORIDA 34683
PHONE: 727-787-2840
FBL DEVELOPMENT, INe
F. BLAKE LONGACRE
FBL DEVELOPMENT
(C/O CORBETT DEVELOPMENT, INC.)
401 CORBETT STREET, SUITE 110
CLEARWATER, FLORIDA 33770
PHONE: 727-560-5596
IVIL
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ARCHITECTS:
ART DESIGNS UNLIMITED
JOHN HAUSE - ARCHITECT
ANTHONY R. TATE - DESIGNER
316 SALEM STREET
SAFETY HARBOR, FLORIDA
PHONE: 727-799-9750
Lincoln Allen Civil Engineering Group, Inc.
Certificate of Authorization # 00008766
Scott Lincoln, P.E. FI Reg # 50035
1446 Court Street
Clearwater, Florida 33756
Phone: 727-446-9000
FAX: 727-446-9050
-
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PROJECT CONSULTANTS
SURVEYORS:
DUANE C. BRINKMAN, P.S.M.
416 NORTH JEFFERSON AVENUE
CLEARWATER, FL 33755-4722
PHONE: 727-447-3121
S1TE PLAr. ,...?PROVED
CASt I
CJ:\S~
ORe DATE
COB DATE
S\GNATURE
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PROJECT SITE DATA
PROPERTY LOCATION:
610 SOUTH ~YRTLE AVE
CLEARWATER, P[NELLAS COUNTY, FLORIDA
EXISTING PROPERTY USE:
THE S[TE APPEARS TO uC: AN ABANDONED SCorry's HARDWARE STORE
PROPERTY OWNER:
RELlG[OUS COMMUl\'[TY SERVICES (RCS), INC
PROPOSED PROPERTY USE:
MIXED USE DEVELOPMENT W[TH (48) [,700 S.F. CONDOMINIUMS, 1,875 SF CLUBHOUSE WITH POOL,
2,757 SF OF RETA[L SPECI1:'LTY SHOPS AND A [,600 SF SPECIALTY RESTAURANT.
PROPERTY ZONING:
S[TE IS PRESENTLY ZONED: C (COMMERCIAL GENERAL)
EXISTING DWELLING UNITS
o
PROPOSED DWELLING UNITS
48
LOCAL UTILITY COMPANIES
VICINITY MAP
BUILDING SETBACK REQUIREMENTS:
REQUIRED
25'
25'
10'
10'
FROl\'T (TURNER):
FRONT (MYTRLE):
SIDE (RA[LROAD)
SIDE (COMMERCIAL)
PROVIDED
25.00' TO BLDG & PAVEMENT
21.33' TO BLDG & 15' TO PAVEMENT
[0.00' TO BU[LDlNG & PA VEMENT
11.33' TO BUILDING & 5' PAVEMENT
P ARKlNG REQUIRED:
RETAIL SALES AND SERVICES
RESTAURANT
CONDOM[NIUMS
2,757 SF
[,600 SF
48 UNITS
5 / 1000 SF
5 /1000 SF
2 / UNIT
- 14 SPACES REQUIRED
= 14 SPACES REQUIRED
- 96 SPACES REQUIRED
14 SPACES PROVIDED
~ 16 SPACES PROVIDED
-- 96 SPACES PROVIDED
(94 SPACES IN GARAGES /2 SPACES OUTSIDE FOR MODEL UNIT)
ALSO, 9 GUEST SPACES PROVIDED @CLUB HOUSE & POOL
Mag nella Dr
Lotus Path
J~ffords 8t
.,. ti <:;;):: 0 90
wwt:X~.~~~~~!~,~."l. .........w9~~~,~~w.,~,,,i,,,,,,,....u....,,.~w,.,..,. ..,. ,.. .".
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\ ~q ... ""'>>t""'t",.,.""",":;\, ~, ~
~ .v .; Che.stnut St!::; <'\" Gcurt St
'< ,'," ~"''''';fJ'J "'.................,...w...,.....,....t..'.".l~.".w.w_,~, ...""""'~~"""'.""w...""""0"'''.W'.,...".,'''';.:.:~ .:.. S:.:::;:.:::::::::::j",',',,:'::::::,:,:,::'::'-
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MAXIMUM BUILDING HEIGHT:
ALLOWED: NlA
PROPOSED: COMMERCIAL - < 50' RESIDENTIAL - 59' ABOVE FFE OF BUILDING
MAXIMUM FAR / DENSITY / ISR:
COMMERCIAL FAR: RESIDENTIAL DENSITY:
ALLOWED: 0.55 ALLOWED: 24 UNITS / ACRE
PROPOSED: 0.090 PROPOSED: 24 Ul\'ITS / ACRE
PARKING DIMENSIONS:
900 HANDICAP SPACES AI\.E 12 FEET WIDE X 19 FEET DEEP
900 SPACES ARE 9 X 19 FEET
TWO WAY DRIVE AISLES ARE 24 FEET MIN[MUM (24' FOR FIRE ACCESS)
POWER:
PROGRESS ENEGRY
GAS:
CLEARWATER GAS SYSTEMS
COMMERCIAL ISR:
ALLOWED: 0.95
PROPOSED: 0.7[44
RESIDENTIAL ISR:
ALLOWED: 0.95
PROPOSED: 0.7679
fLOOD ZONE:
THE SUBJECT LAND LIES IN ZONE "X" OF THE FLOOD INSURANCE RATE ~AP (FIRM),
COMMUN[TY-PANEL NUMBER 12103CO[08G (F[RM INDEX DATED SEPTEMBER 3, 2003). SUBJECT
TO VERIFICATION.
fll[ COPl
TELEPHONE:
VERIZON TELEPHONE
WATER:
CITY OF CLEARWATER
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COMMERCIAL COVERAGE: (EXISTING: ON DEVELOPMENT SITE)
WATER:
CITY OF CLEARWATER
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sunshine ry,aJ! I
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BU[LDlNG 20,588 SF 67.[2 %
PARKING & SIDEWALK AREA [0,085 SF 32.88 %
TOTAL IMPERVIOUS AREA 30,673 SF [00.00%
DRY RETENTION POND o SF 0%
PERIMETER GREEN o SF 0%
[NTERIOR GREEN SPACE o SF 0%
TOTAL PERVIOUS o SF 0%
TOTAL SITE AREA 30,673 SF [00.00%
RESIDENTIAL COVERAGE: (EXISTING: ON DEVELOPMENT SITE)
BU[LDING 33,221 SF 36.6[ %
PARKING & SIDEWALK AREA 56,958 SF 62.76 %
TOTAL [MPERVIOUS AREA 90,[79 SF 99.37 %
OVERALL COVERAGE: (EXISTING: ON DEVELOPMENT SITE)
BUILDING 53,809 SF 44.3[ %
PARKING & SIDEWALK AREA 67,043 SF 55.2[ %
TOTAL [MPERV[OUS AREA 120,852 SF 99.52 %
DRY RETENTION POND o SF 0% DRY RETENTION POND o SF 0%
PERL\1ETER GREEN 575 SF 0% PERIMETER GREEN 575 SF 0.48 %
[NTERIOR GREEN SPACE o SF 0.63% INTERIOR GREEN SPACE o SF 0%
TOTAL PERVIOUS 575 SF 0.63% TOTAL PERVIOUS 575 SF 0.48%
TOTAL S[TE AREA 90,754 SF 100.00 % TOTAL SITE AREA 12[,427 SF 100.00 %
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COMMERCIAL COVERAGE: (PROPOSED: ON DEVELOPMENT SITE)
BU[LDlNG AREA 2,757 SF 8.99 %
PARKING & SIDEWALK 19,155SF 62.45%
TOTAL [MPERV[OUS 21,912 SF 71.44 %
RESIDENTIAL COVERAGE: (PROPOSED: ON DEVELOPMENT SITE)
BUILDING AREA 25,855 SF 28.49 %
PARKING & SIDEWALK _~4,096 SF 48.59 %
TOTAL [~PERVIOUS 69,55[ SF 77.08 %
OVERALL COVERAGE: (PROPOSED: ON DEVELOPMENT SITE)
BU[LDING AREA 28,612 SF 23.56 %
PARKING & SIDEWALK 63,251 SF 52.09 %
TOTAL IMPERV[OUS 91,863 SF 75.65 %
SECTION 13, TOWNSHIP 34 SOUTH, RANGE 17 EAST
DRY RETENTlOl\' POND 1,980 SF 6.45% DRY RETENTlOl\' POND 5,831 SF 6.42% DRY RETENT[ON POND 7,811 SF 6.43 %>
PER[~ETER GREEN 4,469 SF 14.57% >[O%REQ'D PERIMETER GREEN 10,319 SF [ 1.3 7 % > [0"10 REQ'D PERIMETER GREEN 14,788 SF 12.18 % [0% REQ'D
INTERIOR GREEN SPACE (outside pond) 2,312 SF 7.54% [NTERIOR GREEN SPACE (outside pond) 4,653 SF 5.23% INTERIOR GRE[;N SPACE (outside pond) 6,965 SF 5.74%
COP~ TOTAL PERVIOUS 8,76[ SF 28.56 % TOTAL PERVIOUS 20,803 SF 22.92 % TOTAL PERVIO:JS 29,564 SF 24.35 %
}.., ~ TOTAL S[TE AREA 30,673 SF 100.00% TOTAL S [TE AREA 90,754 SF 100.00 % TOTAL SITE AREA 121,427 SF 100.00 %
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OLD CLEAR WATER CITY fLATS @ 610 S. MYTRLE AVE LACIVIL # 091-001
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S. E.
DOUHOARY SURVEY OF: ALL OF BLOCK 26, MAGNOLIA PARK, AS RECORDED IN PLAT BOOK.3. PAGE 4.3, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 200 FEET OF THE EAST 150 FEET THEREOF, AND LESS A
TRIANGLE IN THE NORTHEAST CORNER THEREOF DESCRIBED AS. BEGIN A T A POINT ON THE EASTERL Y BOUNDARY OF SAID BLOCK 26, AND 10 FEET SOUTH OF THE NOR THEA S TERL Y CORNER OF SAID BLOCK 26 AND RUN THENCE NORTH 10 FEET TO SAID NOR THEA S TERL Y CORNER, RUN THENCE WEST
/I FEET ALONG THE NORTHERL Y LINE OF SAID BLOCK 26, RUN THENCE SOU THEA S TERL Y TO THE POINT OF BEGINNING.
AND
ALL OF BLOCK 21, MAGNOLIA PARK, AS RECORDED IN PLAT BOOK 3, PAGE 43, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT LOTS 4 AND 5 THEREOF.
AND
THAT PORTION OF VACATED OR CLOSED PINE STREET BETWEEN BLOCK 21 AND BLOCK 26 OF MAGNOLIA PARK SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 43, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AS DESCRIBED IN ORDINANCE
NO. 2467-81 OF THE CITY OF CLEARWA TER. FLORIDA RECORDED IN OFFICIAL RECORDS BOOK 5258, PAGE 2041. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
ENCOMPASSING .3.85 ACRES MORE OR LESS rM.O.L.).
~1E[fl[J1E[Fd~fL ~(Q)ulE~~
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I. Y OR C)P INDICA TES ELEVA TlON REFERENCED TO CITY OF CLEARWA TER BENCHMARK DESIGNA TED
CD 6, HA VING A PUBLISHED ELEVA TlON OF 22.988 FEET MEAN SEA LEVEL (M.S.L.).
2. UNLESS OTHERWISE STA TED THE PROPERTY DESCRIPTION SHOWN HEREON WAS
PROVIDED BY THE CLIENT. OR CLIENT'S DESIGNA TED AGENT.
3. UNDERGROUND IMPRO VEMENTS, INCL UDING BUILDING FOUNDA TlONS HA VE NO T BEEN
LOCA TED, EXECPT AS SHOWN HEREON.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE SEARCH PREPARED BY COMMONWEAL TH
LAND TITLE INSURANCE COMPANY COMMITMENT NO. 864-0019097. DA TED JUL Y 16, 2003 A T 8:00A.M.
5. THE SURVEY DEPICTED HEREON IS COVERED BY PROFESSIONAL LIABILITY INSURANCE.
6. PA VEMENT LOCA TlONS DEPICTED HEREON ARE APPROXIMA TE DUE TO VEGETA TlON OVERGROWTH.
7. BUILDING DIMENSIONS ARE APPROXIMA TE DUE TO THE DETERIORA TED CONDITIONS OF SAME.
8. PROPERTY IS ZONED "C'. (COMMERCIAL) PER THE CITY OF CLEARWA TER.
9. FRONT SETBACKS = 25 FFET; SIDE SETBACKS = 10 FEET, PER THE CITY OF CLEARWA TER.
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1/4 OF SECTION 16,
TOIYNSHIP 29 SOUTH, RANCE 15 EAST, PIHELLAS COUNTY, FLORIOA.
/g~IE~CS8D~~ /g-5~~D~~ THE WESTERLY RIGHT-
OF WAY LINE OF SOUTH MYRTLE AVENUE. FROM THE P.I. AT THE N.E CORNER OF
BLOCK 21 AND THE P.I. AT THE S.E. CORNER OF BLOCK 26 IS ASSUMED TO BEAR
S.OO.03'06'"W. PER R./W SURVEY BY PINELLAS COUNTY ENGINEERING DEPARTMENT.
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MAP ITEM ID: '2' O~CO 10SG
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FBL DEVELOPMENT
DEUVERED TO:
MR. F. BLAKE LONGACRE
SUITE I/O r;.......-4r ~)
401 CORBETT ST.
CLEARWA TER, FL 33756
401 CORBETT STREET
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PWR =
P*K8D
DATES OF FIELD WORK: 0420-05/004
CLEARWATER, FL
A = ARC LENGTH
AIC = AIR CONDITIONER
BWF = BARBED WIRE FENCE
BIW = BARBED WIRE
(C) = CAL CULA TED
CB = CHORD BE A RING
CH = CHORD
CLF = CHAIN LINK FENCE
CONC. = CONCRETE
CR = COUNTY ROAD
CIO = CLEAN OUT
CIS = CONCRETE SLAB
t::" = DEL TA. CENTRAL ANGLE
(D) = DEED OR DESCRIBED
DBH = DIAMETER @ BREAST HEIGHT
ESMT = EASEMENT
UP = EDGE OF PA VEMENT
F = FOUND
FC = FENCE CORNER
FE = FENCE END
FFE = FINISHED FLOOR ELEVA TlON
FN = FOUND NAIL
GI = GRA TE INLET
HICIR = HANDICAPPED RAMP
INV = INVER T
LP LIGHT POLE
(M) = MEASURED
MSL = MEAN SEA LEVEL
MIGIP = METAL GUARD POST
N8D = NAIL AND DISK
ola = 0 VERALL
OE = OVERHEAD ELECTRIC
OHW = OVERHEAD WIRE(S)
OR = OFFICIAL RECORD
ORB = OFFICIAL RECORD BOOK
(P) = PL A T
PB = PLA T BOOK
PC = POINT OF CUR VA TURE
PCC POINT OF COMPOUND
CURVA TURE
PCP PERMANENT CONTROL POINT
P*K PARKER KALON NAIL
PM = PO WER ME TER
POB POINT OF BEGINNING
PRC = POINT OF REVERSE
CURVA TURE
PP = PO WER POL E, OR
PINCHED PIPE
PERMANENT REFERENCE
MONUMEN T
PROFESSIONAL
SURVEYOR 8 MAPPER
PT = POINT OF TANGENCY
PO WER
= PARKER KALON
NAIL 8 DISK
R = RADIUS
(R) = RECORD, OR RECORDED
RR = RAILROAD
RRS RAILROAD SPIKE
RIW RIGHT-OF-WA Y
RAD RADIAL
RNG RANGE
N8D NAIL 8 DISK
5 = SET
SAN SANITARY
SEC = SEC TlON
STM = STORM
SR = STA TE ROAD
SRD = STA TE ROAD DEPT.
TIB = TOP OF BANK
TP = TELEPHONE POLE
TWP = TOWNSHIP
TYP = TYPICAL
U1M = UNMARKED
UP = UTILITY POLE
WDN = WOODEN
WF WOODEN FENCE
WM = WA TER METER
WV = WA TER VAL VE
X-ING = CROSSING
XIF = TRANSFORMER
(O.D.)
FED CREW: D.C.B/K.B.G.lK.vB.
D.C.B.
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051004
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CERTII-"ED FOR:
F. BLAKF: LONGACRE
CORBETT DEVELOPMENT. INC.
SIGNA TURE BANK
S.L. O.
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051004
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CERTFlCA T70N
I HEREBY CERTIFY in favor of th~ abov~ r~f~r~nced, (a) thaI 'his survey (i) was made on
Ihe ground and is a corr~c1 repres~ntation of the subject properly as of Augusl 15, 2003,
(Ii) shows Ihe location and recording reference of all easement. and any other matters
of record affecllng the subjecl properly which have b~en pro vided Ihe und~r"gned per
Ihe legal description In such easemenls and other matters, (iii) shows the lines of 01/
streets abutting the land and the widths thereof, (iv) shows Ihe location of Ihe entry polnls
10 the subjeel property of all utilities which serve the subjeel property! (v) shows al/
applicable building setback lines established by applicable zoning and/or other governmenlal
ordinances. statules. or regulations, and (vi) shows any olher malters on the ground
which may adversely offeel Irlle 10 Ihe subjeel property, (b) Ihat there are no
encroachments ellher way across Ihe baundory lines of the subjeel properly eKcept as
shown, (c) thaI no adjoining privalt: propt:rty visibly servt:s Iht: subjt:eI pro'ferty for
drainage. slormwaler. retention or delention purposes. eKcept os shown, (d that adequate
ingress and egress 10 the .ubjeel property is provided by TURNER STREET on the North,
MYRTLE A VENUE on the East, and DRUID ROAD on Ihe South, Ihe same being paved,
dedicated public rights-of-way maintained by the City of Clearwater, (e) that Ihe subjecl
subjeel property dat:s not servt: any adjoining for drainagt:. ingress or t:grt:ss or any
other purpose, eKcept as shawn, and thot based on the Federal Emergency Managmenl
Administration (FE.M.A.) Flood Hazard Boundary Map. Map lIem 10. 12103COI08G
Pinellas County, Ihe subject properly is nol conlained wilhin tht: Flood Prone Art:a.
D.C.B
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051004
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. FOUND CONCRETE MONUMENT (FCM)
. FOUND IRON ROD (FIR)
. SET 518" IRON ROD #LS4976 (SIR)
$ FOUND RAIL ROAD SPIKE (FRRS)
SIZES ARE AS NOTED IF APPLICABLE,
04040801
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PRM
6. SET WOODEN LA TH (swL)
. SET WOODEN HUB (5 WH)
o FOUND iRON PIPE (FlP) OR AXLE
o FOUND PINCHED PIPE (FPP)
AND ALL PIPES ARE OUTSIDE DIAMETER
PSM
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DUANE C. BRI<<MAN, FLORDA P.L.8. # 4978
DA TE SIG/IED A/tD SEALED:
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ABBREVIA TlONS MA Y ALSO BE CONCA TENA TED (JOINED) AS REQUIRED
u* OTHER COMMONL Y RECOGNIZED ANDIOR ACCEPTED ABBREVIA TlONS ARE
ALSO UTILIZED BUT NOT SPECIFIED HEREON
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DEMOLITION NOTES
1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION
SHOWN UNLESS OTHERWISE NOTED.
2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION.
3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE
GENERAL NOTES.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS.
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FRAME AND MASONRY
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# 610 AND #610A
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DEMOLITION LEGEND
5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON
SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER.
6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION AND
CONSTRUCTION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY/COUNTY
STANDARDS.
7. THE CONTRACTOR SHALL COORDINATE THE: REMOVAL/RELOCATION OF EXISTING UTILITIES
WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER, SEWER, GAS, CABLE TV,
POWER AND TELEPHONE.
8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL
BE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT
A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED.
9. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FOOT
TRAFFIC CONTROL STANDARDS.
10. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE
REGULATORY STANDARDS AND RECOMENDA TIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY
REPORT PERFORMED FOR THIS SITE.
11. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND
GATE VALVES TO BE COORDINATED WITH THE WATER UTILITY.
12. CONTRACTOR TO COORDINATE RELOCATION OF EXISTING POWER POLE WITH POWER
UTILITY.
TBR
TR
TO BE REMOVED
TO REMAIN
-...-...-...- -
EROSION CONTROL
SITE BOUNDARY LINE
EASEMENT LINE
rm ON)
.9/f:-dO:I
~h.'!/-9UJ
EROSION CONTROL WARNING
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.
FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN
ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4
AND 400-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH
EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE.
13. REMOVE FOUNDATION OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED.
Curve Number 1
14. ALL DEMOLITION ACTIVITIES COINCIDE WITH PROPOSED CONSTRUCTION. IT SHALL BE THE
DEMOLITION COTRACTORS RESPONSIBILITY TO UNDERSTAND THE ENTIRE SCOPE OF PROPOSED
CONSTRUCTION PRIOR TO BIDDING DEMOLITION WORK.
15. ALL MONITORING WELLS IDENTIFIED AS (TR) SHALL BE STUBBED 3' ABOVE GRADE.
MARKED AND PROTECTED BY CONTRACTOR DURING CONSTRUCTION, THEN TO BE REFINISHED
TO PROPOSED PAVEMENT GRADE FOR FUTURE GROUNDWATER ACCESS / SAMPLING.
Radfus= 30~O.~.(C)
Delta= or5814 CJ
Arc- 425.78'(C
Tangent= 21.!. ~~C)
Chord= 425.44 M
Chord Brg.= N.O 8'01-E.(M)
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SHADING DEPICTS AREA IN WHICH CONTRACTOR SHALL REMOVE 10 LF
~
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30'
I
60'
I
J
64.01'
BUILDING TIE
NOTE:
BUILDINGS 200 & 400 CONTAIN 3
STRUCTURES INTERCONNECTED BY
COVERED BREEZEWAYS. WITH
STAIRWELLS & ELEVATOR ACCESS.
OF SIDEWALK, CURB, AND OPEN CUT ROADWAY FOR 6" X 6. WATER
MAIN TAP BY CITY. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND
RESTORATlON OF EXISTING SIDEWALK, CURB AND ROADWAY TO THE SAME
OR BETTER CONDITIONS. THE CITY OF CLEARWATER IS RESPONSIBLE FOR TAP.
187.8'
BUILDING TlE
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I ~.-=--==." ...... -.. . -, /", Jib Ol x ():- () .' 32.78' I"u 10 I
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"ml ~ - ~;~ d ~ ~ 0 ~ ! 'i,""'~ 8" R ../" I 4 1 POND fI4 3 3G~N~'iE~ - ~ ""15 a :..... 1:l ~.)j) 4Oc~6G~F ~ii ....:" 4 'G~~~'ir>- -- \ .~, ". [ 8) I 100 l;' I ~:~ I ~1Il I :~O:::,~'PES
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I <~"":,, I! ~~ ~o -.I ~ ~ << 8.~. & 8. 8. 8. - -!---, ~ I~L ~- ':: . r3' PEDESTRIAN "'1 ....?h ' / / / / / / . C.9E' ~. II II f-S' PEDESTRIAN BRIDGE
'7;;-\ 0"0 ~ ~ 'U (") 0 III C5 Ul I " ~ . ....."""" B . ~ . . N I r WALKWA y~ [1Jt-1rt / / / / / /, , Il ~ V 20' GHT WITH HANDRAIL
;~:~I: j! · rzj 10 8~l ~ ~ I/l I ~ " . .1, .:1 .~::: '; ,', -'- -.J ,.., 4" ~ ...... ,." ,.1". r:'.. .~::.... '\ /// //20:llIr . '1I11~~ ' ~_....... .. II TRIA GLE I
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, ~ r- l" ~ {-I ......................... 9' __ ~(~ R10' - :~~~~~:!.i k:t ~ /f124" WHITE STOP BAR
, , ?of'i>. II
II ....... .....J TO BE 6" WROUG ( ) " rt rt' ~ R5' fill' II '.11,' Jr' "~~~~~Ill", ~ -- I!, I
,I WITH MASONRY PILASTERS . . 1,700 SF ~ II /J L~J . . .',,' .. :', 4 . L'!:'J. , ' _ icf, ", '. L~J ~ . " ~1 0' i~1 01 t {~5' . J (uu do N~' '" ~ I
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If 1~' 5' ~ I'V 40'. ~ 5' I III " 19' .' 4 I in ~: CROENTRACTOR TO
, I ' , . . 19' 38' BUILDfNG MOVE EXISTlNG
w ' ~ t = - ~ 100 ~ J STRIPING IN TURNER
i= ---'. "Ol"..t' Ol ,. d@FFE = '2'7.3~ " II ~ STREET FOR TURN
~ ' <..:l ~ r-i _ I I H . NE IMPROVEMENTS
o ~ ~~ " ~ ~ N Iwff 9 " 1'1
"'~//~-- ~ "'I'~ ~~ ~ ............... 11.:1 1""'-'1<" 1 60,33'':'-: CD , 0 D{/.. . NO~F~p~I~~L~~E~ :///~//A~ , ~.~ I \ .24" 'I - -"1c1 SET8:CK LINE r. - - ;....' ~ 1. ~ :: fl.\1'li ~
..~~ m..m.mm.............. -... . ' \ I' IJ II :, -v - - 4.~ . I ~~\,_ II'! 0 POND lJ2 I I ~40 LF OF 6N
I~--/-'..-'//~'--' ~i ~ ~.................~ ~ ~ ~V 5' SIOEWAL~ ~~~'O, \ R~ .9' . '_~_ " .' .' , '. '~~~m 0' '. m ~0;.Jw ) ~.~ ~ ~ ~"'--"s.Oo-O~;f8-ii'-i7S:o>>;(Sj"-V-"'-11:: - ; I SOLlO WHITE SlR,PE
I III[ 82 LF OF 6"
I: ~ j r=.:=: r ~ I' 0','..'., i., ' , i' ':: .;..:' \ .. :' ': ':,' ~ ~ .". 5' S1,OE;~;~, ' , '. ': -:. , '.,: .' L m' . ']., U' ~ ~ RIO : - ~ 1~ ~ 1:1 ~ ~ ~g~,gL~~~~OW
I! ~l c-. ~ t'l 3 UNITS - 4 UNITS -~ II 66 ( AURNAI.~ESBU LDI~ G 2 00 -~. 6867' r I~ '; ~ ~.. ~ .:~ I :;
I~ ~'~ _.. ~ (,~~~A~~~ (,~~~A~~) ~'(1700=~ ~_ ) ,: 4 'G~~~~b_"' ~J~~~~s U; ,. 0.. ~ I ~ NOT IN C L U 0 EO (; I 111 I y~~gL:{ :'T~' SlRlPE
v 1 ~ ': FE ~ 27.00 ;'; (',lOp SF) (I 700 'F) ~ : ;-/. ~v ::" / V--6S~tBL[E 0~L6~~W
I )c . ' · I- ' . ~ ~ (j)" OLlD STRIPE
~ '<: ............m.............. 121' - - - - - - - - -,.. r - - V 25' SET~ACJ5. ,..b/1:iE,,_ -,L- - ~ ....... - - - - f- - - - f- - - - - - ,~- .. - - ,:~ II'" I i -i Ii w ~ II I
(") I~ ~ L'. 1./.. 1./ .'1./' J./ ,1./" i/, Io/:-:I~ ~..::... '-1--:-'""'\.:1-::-'-1, ,I/,'!/ .V"'. ~ ~... 't, >>', \I . '-I ;-1' ' ~ ::: G ~ ~ ~ I ~: ~ ~ /I ~ II I
I ~ f!'j .,. l' . '. ,.. . .' .. ,- K a ~ /" ~, ..... V(EXISTING CURB
~ ,U: ~ 0 in II
f!'j '-'''i-'''' . N .: ~ N Ii
'=- _ N,0003'2/''E. 200.07'(M) _ S.OOO3'06"W. /75.00'(M) ~\ ~
)" - - _. nnm .._...... ... OVERHI"AD WIRE.S (OHW)
~,,-;;;,~:-- ~~ ~;t-=-.,,; .. 'CONCR"'-". CURS rrYPiW'AnT ~ ,. ..... -. y.7Jrr1~/',.tf.;/f;" .':.':.fs'J6' (6) @, . CONCRnE C 8.":':.R~~AI~N: :AU. ~g ..."" - .. ..~ If ~ ~ ~ ~ ~'. ",,"" -, .- - - ~ ~ ~ - - - -,,~. "- -. "",. - - - - - ~
) @~~fJ PEDESTRIAN ACCESS & ~ '-PEDESTRIAN ACCESS &: r" @
_ :t RESTRICTED ACCESS GATE NQIE.; _ _ A?~H'J!tf';::E:t:T _~ _ _ _ e- RESTRICTE~ ACCESS GATE lJ _ _ _ _ _ _ I \ @
BUILDINGS 200 &: 400 CONTAIN 3: J ~ BOU7H MYR7LE A ~ LpROPOSED PERIMETER FENCE L24" WHITE STOP BAR
STRUCTURES INTERCONNECTED BY TO BE 6" WROUGHT IRON WITH 62.96'
l COVERED BREEZEWAYS, WITH
STAIRWELLS & ELEVATOR ACCESS. MASONRY PILASTERS 0 40' O.C. (MAX) BUILDING TIE
\ '
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GENERAL NOTES
~\
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1. ALL CURB RADII TO BE 3' UNLESS OTHERWISE
NOTED.
.r HANDICAPPED SIGN
/ SEE INDEX NO. 119
SITE LEGEND
2. ALL CURB TO BE 6" VERTICAL CURBING.
HANDICAP PARKING
PROPOSED DRAINAGE INLET
PROPOSED CURB
SITE BOUNDARY LINE
CENTER LINE OF ROAD
RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
6.
13m
CONC. WALK
RAMP DOWN CONC. WALK
,
SEE INDEX NO. 109
3. ALL DIMENSIONS ARE MEASURED FROM FACE OF
CURB.
STRIPING NOTES
6. WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
6. WIDE TRAFFIC WHITE
STRIPE (TYPICAL)
NOTE:
All pavement morkings to be thermoplastic.
1. TYPICAL PARKING SPACE SHALL BE STRIPED
WITH A 4" WHITE STRIPE.
2. SEE DETAILS FOR HANDICAP PARKING.
TRAFFIC WHITE
3. ALL TRAFFIC SIGNS & MARKINGS MUST
COMPLY WITH MUTCD (LATEST EDITION)
.
o
1
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PROPOSED CONCRETE
f ': J
TYPICAL
HANDICAP
# PARKING SPACES
SIDEWALK
5' RADIUS
LINEAR FEET
TYP
HC
SIGN LEGEND
NO TEXT OR SYMBOL SIZE
R1-1 STOP 30"x30"
R3-1 NO RIGHT TURN 24"x24"
R3-7 LEFT LANE MUST TURN LEFT 30"x30"
R5-1 DO NOT ENTER 30"x30"
R6-1 ONE WAY 36"x12"
R3-5R RIGHT TURN ONLY 24"x24"
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
(j)
S/W
R5'
5'-0.
SQUARE FEET
SF
2" (TYPICAL) ~ I
12'-0.
17' -0.
LF
5'-0.
HAND [CAPPED STALL DET Afl
Curve Number 1
Radfus= 30~O'~.(C)
Delta= 07"58 14 C)
Arc- 425,78.(C
Tangent= 213'. ~~C)
Chord= 425,44 M . If
Chord Brg,= N.O 801 E,(M)
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SINGLE
HANDICAPPED STALL
DATE
5/99
INDEX NO.
118
1 OF 2
REV.
APP.
REDRAWN BY
A,C,
CHECKED BY
M,GJ,
DESIGNED BY
M,G,
DATE
DESCRIPTION
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BOTTOM EL = 22 50' ~~ ~.~ \ ~~) _bm ...... _
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GRADING STRUCTURE CHART ~ ;.
i~
""1
PROPOSED NEENAH R-3333-A INLET
THROAT ELEVATION = 26.00'
RIM ELEVATION = 26.50'
INVERT ELEVATION (N) = 20.23'
INVERT ELEVATION (S) = 20.25'
-..
~
EXISTING 30"
STOf~M F)iPE
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GRADING LEGEND
S-50
EXISTING MANHOLE
INVERT ELEVA TION= 12.64' (ASSUMED)
POND II 2 UNDERDRAIN
IE (UPPER CO) = 21.25'
IE (LOWER CO) = 21.17'
IE (S-51) = 21.15'
ELEVA TlON
EL
S-5~
~-66
PROPOSED MANHOLE
RIM ELEVATION = 26.70'
INVERT ELEVATION = 19.16'
POND II 3 UNDERDRAIN
IE (UPPER CO) = 19.75'
IE (LOWER CO) = 19.59'
IE (S-57) = 19.50'
TYPICAL
TYP
CLEANOUT
S-51
PROPOSED OUTFALL STRUCTURE
WEIR ELEVA liON = 24.20'
GRATE ELEVA TlON = 25.30'
INVERT ELEVATION (N) = 12.76' (ASSUMED)
INVERT ELEVATION (S) = 18.62'
UNDERDRAIN INVERT ELEVATION = 21.15'
S-60
PROPOSED NEENAH R-3333-A INLET
THROAT ELEVATION = 26.00'
RIM ELEVATION = 26.50'
INVERT ELEVATION (N) 20.52'
INVERT ELEVATION (S) = 20.55'
S-6J
PROPOSED NEENAH R-3333-A INLET
THROAT ELEVATION = 26.00'
RIM ELEVATION = 26.50'
INVERT ELEVATION = 20.81'
CO
INVERT ELEVATION
IE
S-67
MODIFIED TYPE F OUTFALL STRUCTURE
WEIR ELEVATION = 24.20'
GRA TE ELEVA TlON = 25.50'
INVERT ELEVATION = 19.50'
UNDERDRAIN INVERT ELEVATION (S)
19.50'
HANDICAP
EXISTING ELEVATION
PROPOSED SPOT ELEVA~ON
DRAINAGE INLET
MITERED END SECTION
PROPOSED SWALE STORMWA TER FLOW
EXISTING SWALE STORMWA TER FLOW
PROPOSED VALLEY FLOW
SURFACE STORMWA TER FLOW
DIRECTION OF STORM WATER FLOW
STORM DRAIN
HC
1)."-
'\
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EmI
~
S-52
PROPOSED CONCRETE HEADWALL
INVERT ELEVATION = 21.00'
S-53
PROPOSED TYPE F IN LET
GRATE ELEVA TlON = 26.00'
INVERT ELEVATION (E) = 21.06'
INVERT ELEVATION (W) = 21.06'
INVERT ELEVATION (S) = 21.08'
S-51
PROPOSED CONCRETE HEADWALL
INVERT ELEVATION = 21.00'
S=.Q 2
PROPOSED NEENAH R-3333-A INLET
THROAT ELEVATION = 26.00'
RIM ELEVATION = 26.50'
INVERT ELEVATION (E) = 20.76'
INVERT ELEVATION (W) = 20.76'
INVERT ELEVATION (N) = 20.76'
S=.Q~
PROPOSED NEENAH R-3333-A INLET
THROAT ELEVATION = 26.00'
RIM ELEVATION = 26.50'
INVERT ELEVATION (N) 21.02'
INVERT ELEVATION (S) = 21.00'
S-61
PROPOSED NEENAH R-3333-A INLET
THROAT ELEVATION = 26.00'
RIM ELEVATION = 26.50'
INVERT ELEVATION = 21.23'
S-65
PROPOSED CONCRETE HEADWALL
INVERT ELEVATION = 21.00'
~
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.......
SO
S-55
PROPOSED TYPE F INLET
GRATE ELEVA TlON = 26.00'
INVERT ELEVATION (N) = 21.31'
INVERT ELEVATION (S) = 21.33'
S-56
PROPOSED TYPE F INLET
GRATE ELEVATION = 26.00'
INVERT ELEVATION = 21.50'
S-57
PROPOSED MITERED END SECTION
INVERT ELEVATION = 19.90'
HELICALLY CORRUGATED ALUMINUM PIPE
ELLIPTICAL REINFORCED CONCRETE PIPE
REINFORCED CONCRETE PIPE
HCAP
ERCP
RCP
PVC
FFE
Curve Number 1
POLY VINYL CHLORIDE PIPE
FINISH FLOOR ELEVATION
SIDEWALK
STORM SEWER STRUCTURE NUMBER
S/W
C[~5])
Radlus= 3<NO.~,(C)
Delta= or5814 CJ
Arc- 425.78'(C,
Tangent= 213'. ~~C)
Chord= 425.44 M
Chord Brg.= N.O · 8.Q1-E.(M)
EROSION CONTROL
PROPOSED HIGH POINT
S=.5..8
PROPOSED TYPE F INLET
GRATE ELEVA TlON = 26.00'
INVERT ELEVATION (N) = 20.02'
INVERT ELEVATION (S) = 20.04'
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SHEET No.
5B
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0' 30'
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ASSUMED LOCATION OF EXISTING SEWER MAIN
I 13B LF OF B" PVC~~O 0.4" SHADING DEPICTS AREA IN WHICH CONTRACTOR SHALL REMOVE 10 LF
I J OF SIDEWALK, CURB, AND OPEN CUT ROADWAY FOR 6" X 6" WATER
MAIN TAP BY CITY. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND
: ,: /_~''." CSX ":LROAD TRACK. _ _ . .... . ~~ ~~ ~~ :: :~~ ~ ~ OR B~~~R~~1n06N~XI~~~,~~1A~~E;,:'::':~~S R~:~P'b~~'~~E ~~R S~~ ~ @
I II .--..--.- " ~)::o (J):<'1 --'~n _ ..-- n__.. - __ __n 10 LF OF 4" PVC ~~ \1J G)~
I I II I"''' .--.--. --J11 +- ~.....~~ ~~~. ~ -- --..- '-".. .... ----...-- .- n. ---..-- --.. 10 LF OF 4" PVC ~ ~ PROPOSED 6" FIRE G) l:>:>(
I II i I ! rr-!~ h'd:l \.,..-- __n --.. __ __ .n_ n --.. 'n.__ .. ~10 LF OF 4" PVC & ~~~~~~E~R~~ ~~~~~SEASEMENT ~~ HYDRANT AND VALVE h, f;i.:..
I I : i: : ~ r=.."-~- _. _'. ~ ~ . ". . ~~ ... ...... ... .... __- .. . -::10 LF OF 4" pve 0 '62 LF OF B" PVC 0 0.67" ~.~ .. t:.;E~~~;;'ACTOR) iL \ J; - -- -. ~ I
I I, I. .... ...J\ - ---rj ./L--A-n __h'_ -'-'_'-" -- -"--. .n.. ."'. '... ...... PROPOSED 10' SEWER EASEMENT ~., tT()'r:~ ~;.__J.~-- -- -- _m --
. Ii ,I I _ _ r . .~ -n --'n n. nnn ~~ '" --v~ v,) -0.... moo.. . . ----CSX RAiL.ROADmYRA(7Knm ------SHADED AREA-- DEPICTS 5' UTlLITymEASEMENT m m
~I : ,I: ~ /( ----cc-.c=- ... CCi ':~.rU. _ t~S~:..J:" , '~~~ I '@G ~1':g ~~~A~;>l;o/~ ..... ..... ............. .. ...... ........... ...... ...... - ..... ...... ........... ..... ..... -~~>~ ..... .... ... .... ..... ~ ... ...... .,
I II ; . II /.l' I ~ ~'.. -1:rtTr'''r=';':''''S<'~ '" ...."'""- .... /_ ~~-A=f" ~': M~~ .SLO~%-_~,~.-,<- ...;'~',,_ ~~~8'o~,-E. ... 9"~,.29'(~) ..._..._,.._.., ~~~~ ..'_.. 5' ~'f' / /~ I
I I ~r:::-=--.::::~- -649" ~_-7':::..._....--L_---~-~--~----~----~----.-11 ~ .:1 ~I / "" Y ~ y r ,'\..'\..........'\........, i lie POND""#~ ~I >-.-....- . C'l:Ul
!i I i~) ;' / I /20.0' _, 'I ~ ....... \ 1\ I JII Ii ~~
::8 ~i :,,:~I: / /// ...) I ~~~:~~fOG::~A~VE~'~ ! 4' 'II""~~' "" ');,..).. ,~ i.; , 'I-"'~'C( A' .''.;, ',~ ,h' -,~-\ '7~': .,;~~ ~ A!f l ~~,~: 2255~:.,~l ~'. ~ I :1 ~1~=--C'lY{~~ RFORM
: 'I~ ~: / ~8 ~ -----r------- 4 l NITS . PROPOSED BANK OF (10) ~" I~ BUILDING~. I '
: I :I~ ~i :I~: ~ 0.' ~e~, \ !! ~ ~ 8 III ~ V~'b 50 LF OF 2- PVC~ 41 POND #4 · 3 UNITS -- - ..4G~~~';;~S : ~ 1~)1 1(-6 U <I1S ....:, 4G,"^GE"~ ;-;,TS .1 r ~~~~~L~E~~ tRL~FP "B LF OF 6" '\ I 1 00" ~ ~/ I ! ~N!~ ~:Hg~ ~~R > e~6!
1$1'" '1 r..: I l:t .~ \ ,,-I ''''0 (~ ~r- ~I--,-.... ~L': . .4.. C;:H~FTI .,. .:;:-\., 4 ~ " '. 4 A~ 4 . 1111 .A' .....1 I
''I i I';-~ I ,I~ II \ .:t!l"1'j ~<::xi "1J '-'-I-- 1-"-.. . ",,0' II ":1..'1. . -;.. . C).,j' 4 .'. '..' '.. ~ - ' .It 4 :I~ ~I :~ I: I II I
I :: :~ : j P ~I~ ~ ~ I ioLt,:";L:" ':vc \ , '~..,;. ~ ..: / . " '('9:F O~ 46" ~~90( ;VC' . : LF ~~ 6" C-900 PVC~' : . :-~.:~:~~~~:~;). '. ~ 1B LF OF 1~" ~C ~ (2) 1B LF OF ," ptc' J~~j ~ !I ~
I . ~ II I ~ r- (MIN 1" SLOPE) ~ :.. ).. '~~.J' ""...." PROPOSED 6" FIRE r6" GATE VALVE 11 LF OF 1" PVC:~ J...... ~ 1 ..J.Q.:. ~ I __ __~!r : n' ~I--CONTR~CTO SHALL OPEN CUT
',,! /11,,1 ;i. lJ' I : \..._j , ~ ." HYDRANT AND W LVE PROPOSED 1" POTABLE GATE I II c: .....- ............ - c;I ...... ('2)'1B LF OF 1- p"FiJ I ~ II I ~ AND RIiiSTO E ROADWAY TO EQUAL
!~ i '~i -.. -, I l ~~ I ' ~B UNIlS ~ rASSEMBLY VALVE, WAlER MElER " RPEFP , 6" GATE;VALVE (2)'" GATE VALVE MElER " RPBFI'-:.{ I J ..../ill OR BE1'1ER ONDInONS FOR lHE
il,'. 'ill: : '1Ir~:::"-. 662'-T.:-L -- --------- _ ~~ _ - - ~ SHAOEO AREA OEPI=-Sr-li) ~ ~'.70~ ;;)' :' ::;', ~ ( ; :"'{ :~ F ~:/J~" c~gl~90~7('~ :W7~-' ~~~,IIN~ -: ~_ '. ,~ ,:.....'A i ~ CO' IE)~R:::~, 1RA~~ ~~ ~'~Ol~,~' ", r:~ ~~n/:~ II ! ' ~~lYI6" ~ 6r:- ~~~WAlER TO PERFORM
I II i I.! "--.0.0.0 ....... nm.J in in PROPrQSED 10' "1: 1.\ f\ \ I CL . /'" r:' -\) 5 LF OF 6" PVC 0 0.67"/----:: [:721 I, 24.90 C. 1 I~. ~I,. i.~..~; II U
SEWEIR EASEMENT -.........- I"" ~ ~BUILDIN:L:... 0 1\4 ' . PROPOSED 6- FIRE- V ./ ac '10 , ~ ;"""- U,=-, I'
I 'II III 1 ""' ~ _"Ii ~ W I~ 0 II '. HYDRANT AND 1\ '. SEE CROSSING A-A-
:gt!.11 -- ....... ... ....9I1W... -...... ... - - .-.~ , LA 1ERALS GF...............J- ~.!I "~ ~ \ ;. m3,997. 0 ~, :" ~ ' \ "(. : ~ VALVE ASSEMBL Y ~\ \ 5~T:~S O~:~T) ~
...'" S) ,;" L~I~FS~~p~)C=::;;;;: .~ I .4~SS STUB I = ~:, ~g . \ = POOL F= . ,. ~. . pvc 0 0.67% I
I : I~, ,/.___.., ~ '~I'~ n __un --- ~ ~:=~~~/17 ~ =- .' ": .:' ~i ,\ ~ Qi D . ,,:'i f~;{~~~& ~', tJ ~ --: ~ \l~ - "\ - - r , -.~ I ff I '" Ir~
I ~--' I,....~ --,~----/.. ...- ._....~-..--._~ "~~I .:....:..:.::......n::.:.::: ~~? ~I, ,}: . ~ .' 'C.' lDII b VALVE , ~" " , ,\, , L ..' ~ '_ . '-,:' '0<, . .. ~ (T\I ) / . I~ ~ 'rs -6>-'" ~. ?~F ;;.~;~; ~::" -- i 75. :;:;/7:.... ,lpON~ ,U~ ,~ !~:i I I i
VI ~~,~ 9 LF OF 6" C-900 PVC- - '" 800 LF OF 6 C-900 ?VC WATER LOOP LINE ..... -..... ./ \:. 0 F ~ ~'CONTRACTOR SHALL INSTALL I il!i n
Q) "j' ................... C'I/ '" PROPOSED 6" FIRE HYDRANT 6" GATE VALVE J:~ ~ UJ ~t.. A KNOX KEY BOX PER NFPA I II il I X
lie po,.,.... 1 "---AND VALVE ASSEMBLY \ . C;; :'J SEC. 3-6 FOR EMERGENCY I Ii II ~~
~ ~ ................ . .~. ~ 142 LF OF 2" PVC PROPOSED FOC 9 LF OF 6" C-900 PVC .... ... . Q . ~ ACCESS AND PER PINELLAS I : 1- I II
<0 I! ~ (SEE SHEET 6A) -..... '-ftI . --...., ..:.:...~ COUNTY ORD. # 98-4. ~I ~ II.
. ~ lliIlI . :. 4. 4 . , ~'. ~. ..' . ~ .. . 4' . . . 1==11 '" T \. '3~SHADED AREA DEPICTS l./ .' Ii ~ III
I~ · i; PROPOSED BANK oi....(,.O) i~":1 I' II. .~, \--.. 4 '....(.... ,....... , ..' ....f .. . -T ----l- 1t........... ... 4 ,-.-- '-. ~ ... :g ~. ~ PROPOSED 10' SEWER EASEMENT il il I ~
~ 1 POTABLE GATE VAL\lE..............f r . . '4 '., '. . '. 4 :4 . : , . I"""~ 4 4. 4 . ".1. . 4. .. ~' ___ (") I'~ CONTRACTOR IN INSTALL 165 LF OF ~ I -.1 II
I~ ~ I WAlER METER "~PBFP.=f-} MIi "I ' I I 'tlIJ' III' ~ . ' !I "'. PRoI'~~E~ B~N ~Ib) ~ ']. ',.{ ~ ~~ CONOUI~ ~~~~~~~:~~p!:~E~~ 5 l~ I~ I :!
I~ ~I~ '-....m l If,lI ('~~~~~) (1\~:1?~) l/Vi' 6(~ ~fi~:tL LDI' G ~IOO). 4~~;;~t:. RP:~~S ~ ~ ~ I: f RE~~~t~g:~~~~Ji:ilc;; : ~~ I~ I i
- PRO'~SED DDC'j ~ (TY ) J ,.. -~ = 27 ~ .... ....., (1, 70~ SF) (1 700 C F) .: ~ II
I .................. .. I. ~ ~S STUB IE = 24.00 /~ · ~ I~'} ""SS S UB IE = 2/4~O' ~ <0 Ii
11 < ~ / '1\/' ~S STUB E = A.O~7\. X . ~ II I
~ '~.--- ~ '11l9.. - I'--- L", ~ L \:::... _.../.JI '-. ~ ' , 1 I: i . Ie." II I
I :'-""-r-'" S 2 . '\. F / ^ 1h; VI:" "..
;~... ...... ...~ ..m. ..~~.~~........... ...... .. .... ..... ....C;-()"NCRE.TE...C;UPB ''''''ypTcAT'':'j,'''/") ~~. .m ...~ LA~ERALS. O~'Y(';::"~/::Q B~~~S) ~~ ~ ~'" ", '- ;~~~3 L~A~R1~s~VC.J "_' ~.~. ~~ ~~ ~ I
) >-~-1rr, .-1 11 LF OF 4" PVC. : "'.?I::-(,,?Iy,~ L '"V 'V V 1-' ~(J)
~ CONTRACTOR IN INSTALL 338 LF OF 12 LF OF 4" PVC (4 LATERALS,eo RIGHT-OF-WAY ;" <~-qb ALL LATERALS (2) 6" GATE VAEVE ~L _ I
_ 2" PVC & 33B LF OF 4" PVC ASPHAL T PA V~M~NT lJ '" .-...tr~ SLOPED @ .
-/ CONDUITS PARALELL WITH PROPERTY - ~. - @ ~ A~ - ~~Jo.\. 1'i M~ '^ ~ ~ CONTRACTOR TO REMOVE AND - - - - -
( LINE FOR POWER AND ~~.. - - '-IY~ - ~ RESTORE 10 LF OF SIDEWALK
\ TELEPHONE UTILITIES TO BE '3 LF OF 4" PVC ~ ALL LA TERAL ~~ FOR THE CITY OF CLEARWATER
RELOCATED BELOW GRADE BY SLOPED @ "'--'....... TO PERFORM AN 8" X 6" TAP
LOCAL UTILITY FORCES. 1 % MIN "...
\::m.",.::.::.....:~:m::.......:......::--..:-...:::.....::::. ...~..."'::.=- .=::. 'c":: ~.'''..''".."...,~."...,.--=: "::.:..:=....--:=...~...-::=--...:::.::::.. ~o ..::.. =:. :':...~..=......:....""-.~., ..... ........ ...m ...... ... ...... n......... . ~/- """ ,'''@(J) .~ --=:" =:0..="'::::"--""",,-"".',,-=,= =.""" =. ._.(;Q..I':!CRETE:j~1LR~,~~..= - - - -- - - -- - - - -~.~.=~....::o -. mm ....... ...... ........Q..VfJ?HEAD ~/fJ..S.S.mfO"!:I\lY) ..m.. ...... ...- - - _. ..... .....
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~ ~ ("-'-'//@(J)
O~ ~ ~ UTILITY STRUCTURE CHART
~i
~~
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THE CITY OF CLEARWATER SHALL CONDUCT ALL WATER MAIN TAPS.
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60'
I
N. 0003 '21"E.
200.07'(1.1) _
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UTILITY LEGEND
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EXISTING SIGNAGE
EXISTING UTILITY POLE
EXISTING GUY wi WIRE
......mm.......n..m....~
UTILITY NOTES
EXISTING WATER MAIN
EXISTING SANITARY MAIN
1.
S-1
EXISTING MANHOLE
RIM ELEVATION = 23.41'
EXISTING INVERT ELEVATION (W) = CAPPED
PROPOSED INVERT ELEVATION (S)= 18.95'
PROPOSED INVERT ELEVATION (N)= 22.47'
~ ~PROPOSED GRAOE
EXISTING OVER HEAD WIRES
EXISTING CHECK VALVE
EXISTING GATE VALVE
FIRE DEPARTMENT CONNECTION (FDC)
EXISTING FIRE HYDRANT
EXISTING REDUCER
EXISTING BLOWOFF
EXISTING WATER METER
2 ALL SPRINKLERED BUILDINGS SHALL BE PROVIDED AN INDEPENDANT FIRE
DEPARTMENT CONNECTION (FDC) MEETING CITY REQUIREMENTS.
3. ALL DDCVA SHALL BE FIELD LOCATED BY THE CITY AND INSTALLED BY THE
CITY AND ALL FEES PAID BY THE DEVELOPER.
4. WA TER MAIN PIPING TO FIRE DEPARTMENT ASSEMBLIES (FHA) SHALL BE
DUCTILE IRON PIPE IF WATER MAIN TO FHA IS 10 FEET OR GREATER.
19.56'
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Co
o
[X:J
S-2
PROPOSED MANHOLE
RIM = 25.00'
INVERT ELEVATION =
S-3
PROPOSED MANHOLE
RIM = 26.00'
INVERT ELEVATION =
20.64'
o
-6
i>
5. ALL UNDERGROUND WATER MAINS & FDC'S SHALL BE INSTALLED,
COMPLETED, CLEARED AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION AS
PER NFPA 241.
16. THERE SHALL BE NO SHUTOFF VALVE BETWEEN THE FDC AND THE SYSTEM
PER NFPA 14, SECTION 4-3.1.
7. ALL BUILDING FIRE SPRINKLER SYSTEMS SHALLL BE DESIGNED BY A
REGESTERED ENGINEER IN ACCORDANCE WITH FLORIDA FIRE PREVENTION CODE,
2001 EDITION AND NFPA 101 (2000 EDITION), NFPA 70 (1999 EDITION). AND F.S.
633. INSTALLATION SHALL BE PER NFPA 13 (1999 EDITION).
a. CLEARANCES OF 7.5' IN FRONT OF AND TO THE SIDES OF THE FHA, WITH
A 4' CLEARANCE TO THE REAR OF THE FHA ARE REQUIRED TO BE MAINTAINED
PER NFPA 1, SECTION3-5.6.
9. FDC'S SHALL BE IDENTIFIED BY A SIGN THAT STATES: "NO PARKING, FIRE
DEPARTMENT CONNECTION" AND DESIGNED IN ACCORDANCE WITH FOOT
STANDARDS"
10. SEE SHEET 6A FOR WATER I FIRE DEPARTMENT CONNECTION DETAILS.
~PROPOSED 15" ADS HDPE
STORM SEWER PIPE
INVERT ELEVATlON = 19.20'
CROWN ELEVATION = 20.50'
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SANITARY SEWER PIPE
INVERT ELEVATlON = 22.84'
S-4
PROPOSED MANHOLE
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INVERT ELEVATION (W) = 23.30'
INVERT ELEVATION (S) = 21.19'
S-5
PROPOSED MANHOLE
RIM = 25.00'
INVERT ELEVATION =
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EXISTING SANITARY CLEANOUT
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SANITARY SEWER
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PROPOSED CLEANOUT - CO
PROPOSED STRUCTURE NUMBER
.
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23.17'
PROPOSED GATE VALVE - GV
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S-6
PROPOSED MANHOLE
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INVERT ELEVATION = 23.61'
PROPOSED FIRE HYDRANT - FH
...
PROPOSED REDUCER
..
PROPOSED BLOWOFF
.
Curve Number 1
PROPOSED WATER METER
PROPOSED BACK FLOW PREVENTER
WA TER LINE
REDUCED PRESSURE BACKFLOW PREVENTER
.
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Radlus= 30~O.~-(C)
Delta= or58 14 C)
Arc- 425.78-(C
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Chord= 425.44 M ..
Chord Brg.= N.O 8-01 E.(M)
WL
RPBP
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DOUBLE DETECTOR CHECK VALVE ASSEMBLY
DDCVA
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PRESSURE VACUUM BREAKER
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60. RIGHT-OF-WAY
ASPHAL T PA VEMENT
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SHADING DEPICTS AREA IN WHICH CONTRACTOR SHALL REMOVE 10 IF
OF SIDEWALK, CURB, AND OPEN CUT ROADWAY FOR 6" X 6" WATER
MAIN TAP BY CITY. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND
RESTORATION OF EXISTING SIDEWALK, CURB AND ROADWAY TO THE SAME
OR BETTER CONDITIONS. THE CITY OF CLEARWATER IS RESPONSIBLE FOR TAP.
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SHEET No.
6A
- GENERAL LANDSCAPE NOTES
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I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shal, be
healthy, free of pest and diSease.
2. Ail plants shall be container grown except as noted on plan.
3. All palms and trees snail have straight trunks with no tWistS. krottlng or other e<efect,ve charactenstlcs.
4. Mu!ch shall be 100% Pme Bark, Irsta,led to a mmlmum thickness of 2".
5. Sod shall be 95% weed free St. Augl.,stlne "Floratam", mstalled with tight JOints.
b. All dlmerSlons shall be field checked '::Jy the Landscape Contractor t'nor to construction with ary
d!screpancles reported to the Landscape Architect.
7. All materials shall be as speCified on the plans. If materials, labor or Installation techniques do not adhere
to the specifications, they Wid be rejected by the Landscape Arch,tect with speCified materials and Insta,latlon
carned out by the Landscape Contractor at no addlt'onal cost.
8. No substltl"tlons of materials or changes to the draWings or speCifications shall be made.
9. All required permits are to be provided by the lt1stallmg contractor unless speCifically stated otherWise Ir
the specifications.
10. Contractor Identification signs shall not be al,owed on the p~oject.
I I. Contractor shall be responsible for al: Items as shown or described on thiS plan and specifications.
I 2. Al proposed landscape and sod areas containmg turf or weeds sr.all be treated With I Round-up" per
manufacturer's specifications.
13. Landscape Contractor shall provide ail necessary site preparation required to ready tr.e site for plantmg as
specified.
14. The landscape Contractor shall warranty and guarantee all materials and labor for a penod of 90 days for
s1rubs and groundcover, palms and trees. Warranty and guarantee penod shall begin upon date of completion.
I 5. Ail repairs and/or replacements shall be made by the Landscape Contractor Within 10 working days upon
notification of any defiCienCies by the owner or their represe'1tatlve.
lb. A,I questions regardmi? the Landscape Plans and Specifications shall be directed to the Landscape
Architect at (727) 787-2840.
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FERTILIZATION
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Shrubs and Trees
All trees and shrubs sha:1 be fertilized With "Agnforrr,' 20-1 5-5 planting tablets at time of planting and pr,or to
Installation of plan: pit backfill. Tablets shall be placed uniformly around the root ball at a depth that IS between
the m'ddle and bottom of the root ball.
Application Rate:
I Gallon Contamer:
3 Gallon Contamer:
5 Gallon Conta;ner:
7 Gallon Contamer:
T ~ees :
I - 2 I gram tablet
2 - 2 I gram tabds
3 - 2 I gram tab,ets
4 - 2 I gram tab,ets
3 tablets per each 1/2" caliper of trunk
Groundcover Areas
All groundcover areas shall reCeiVe fertilization With "Ozmocote" time release fertilizer per manufacturer's
speCIfications.
2/3 Tree drlpl,ne
_,~lt V-J.o
'" A"
EXisting tree to I ~
remain
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48" Height
! x4 pt 'ails
>-- 2x4 p~ po':>L
24'. Deptc.
rLc,(Istlng grade
~TECTION DETAIL
_~ tV-i.
~~~ ~:; ~;umb, _~ · .
root ball I 1/2" 0 ~
above fln,sh
grade _ . 0
Rubber hose
# I 2 gauge wire ~"'"
2" Mulch ~ I 2" length reo
3' Tree welf----J .. plastiC flag
f,n'5h grad~ V tape
2x4 pt 5take-\. , ~tt4'2B~tr -/-EXlsClng ratlve
~:~~::~II '" ~~,:".,::q I sod
backfill " J
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Spacing
-e TREE PLANTING DETAIL
Quantity Code
Botanical Name
Common Name
SpeCification
G
150
22
IG
84
IG
33
1805
G
9
477
8
19
312
I G I
329
74
541
305
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HIB
IVS
IX
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LMG
LJT
10
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QS
QV
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PA
SB
SP
TJV
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ZFU
Crlnum aSlatlcum
HibiSCUS spp.
Ilex Vomltona Shillings
Ixora Nora Grant
Juniperus parsonll
Lagerstromea indica
Llnope Muscan
Llnope Muscarl
Llgustrum spp.
[lex casslne
Podocarpus spp.
Quercus shumardll
Quercus vlrglnlana
Raphlolepls Indica
Plumbago aunculata
Spartlna bakerll
Sabal palmetto
Trachelospermum Jasmlnlodes "Var."
Viburnum suspensum
Zamla furfuracea
Crlnum Lily
HibiSCUS
Dwarf Yaupon Holly
Nora Grant Ixora
Parsonls Juniper
Crape Myrtle
Aztec Grass
Giant Llrlope
Llgustrum Tree
Dahoon Holly
Podocarpus
Shumard Oak
Live Oak
I ndlan Hawthorn
Plumbago
Cordgrass
Cabbage Palm
Var. Confederate Jasmine
Sandankwa Viburnum
Cardboard Palm
3G" o.c.
7 gal., 30" x 30'
3 gal., 24" x 24'1
3 gal., 14" x 141'
3 gal., 24" x 24"
3 gal., 12" ht. x 28" spr.
8' ht. x 8' spr., 2" cal.
I gal., 12" ht. x 12" spr.
I gal., 12" ht. x 1211 spr.
8' ht. x 8' spr., 2" cal.
I 2'- I 4' ht. X 4' spr., 2 1/2" cal.
3 gal., 24" ht. x 24" spr. 30" o.C.
12'- I 4' ht. X 4' spr., 2 1/2" cal.
l 2'- I 41 ht. X 4' spr., 2 1/2" cal.
3 gal., I 8" ht. x 18" spr. 30" O.c.
3 gal., 24" ht. x 24" spr. 30" o.C.
3 gal., 24" ht. x 24" spr. 30" o.c.
Staggard Hts. 10' c. t. - I G' c. t. 10' O.c.
3 gal., /2" ht. X 18" spr. 30" o.C.
3 gal., 24" ht. x 24" spr. 30" O.c.
7 gal., 30'1 X 30' 3G" O.c.
30" O.c.
2c.:/ o.C.
30'IO.C.
30' O.C.
. .oj .1. . Set shrLb
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COPLEY DESIGN ASSOCIATES, Il\C.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
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APPRO~
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SCALE
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