FLD2003-03012 (2)
FLD2003-03012
302 S JUPITER AVE
GOLDA MEIR CENTER, INC
PLANNER OF RECORD: MTP
ATLAS # 288B
ZONING: C
LAND USE: CG
RECEIVED: 03/17/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDD:
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REMOVE :t 1536 S.F. OF
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LEGEND
l><J - WATER VAlVE
""Cf - FIRE HYDRANT
. - POVtfR POlE
@ - STORM SEWER MH
. - GRATE INLET
~ - WATER METER
- OVERHEAD WIRES
1
DEMOLITION PLAN
LEGAL DESCRIPTION
LOT SEVEN (7), BLOCK A, OF SKYCREST SUBDIVISION, ACCORDING TO
THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 28, PAGE 4,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT
HOWEVER, THE SOUTH TWENTY (20) FEET THEREOF AND THE WEST
SIXTY-THREE (63) FEET THEREOF, ALSO KNOWN AS 304 S. JUPITER
AVENUE, CLEARWATER, FLORIDA, AND
LOT EIGHT (8), LESS THE WEST 63 FEET THEREOF IN BLOCK "A",
SKYCREST UNIT "An, ALSO KNOWN AS 300 S. JUPITER AVENUE,
CLEARWATER, FLORIDA,
I~SHEET
r r r FLOW
- -
-
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E
OPTIONAL POST POSITIONS
SINGLE ROW OF BALES OF STRAW TO BE
PLACED ~ TO THE START OF ROUGH GRADWG
TOCETHER WITH:
THE SOUTH n\lENTY (20) rCCT OF LOT SEVEN't1);BLOCK "An-tJNJr"A",
SKYCREST SUBDIVISION, ACCORDING TO T THEREOF
AS RECORDED IN PL GE 4, OF THE PUBLIC RECORDS OF
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PARCEL
'A'
EXISTING
CHURCH
BUIlDING
AL POST POSTITION
(CANTm 20 TOWARD FLOW)
FL TEA FABRIC
SL T FLOW
SECllON
POST <:TlONS. I 1/2'" 1I I U2'" OAK 6' MAX.
~ U; 4N W~Wf/OD I
STEEL LU LBS/fT. MIN. I
STREAMS OF LIFE CHURCH
FOR
GOLDA MEIER CENTER, INC_
3263 HYDE PARK DRIVE
CLEARWATER, FLORIDA 33761
TOGETHER WITH:
THE WEST 70.48 FEET OF LOT ONE (1) IN BLOCK "B", UNIT nA" OF
SKYCREST SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF
AS RECORDED IN PLAT BOOK 28, PAGE 4, OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
SECURELY
BOUN> BALES
REQlMED
FOR DURA8IUTY
ANCHORING BALES
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TEMPORARY STRAW BALE
SEDIMENT BARRIER
IIllIOO ILT...
THE SIGNATURE OF THE
QUALITY CONTROL OFFICER
IN THIS SPACE INDICATES
THAT AlL REQUIRED PERMITS
HAVE BEEN OBTAINED AND
THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
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ENGINEERING
4921 MEMORIAl HIGHWAY
ONE MEMORIAl.. CENTER. SUITE JOO
TAMPA, flORIDA 33634
ENGINEERING UCENSE 100002610
ASSOCIA TES, INC.
PHONE 813.880.8881
FAX 813 . 880 . 8882
E-MAIL kingOkingenglneering.com
.
ELEVAll0N
SILT BARRIER
N.T.a.
FL TER FA8ItIC (IN
CONFORMAtr.E WITH
SEC. 985 FOOT SPEC.)
GRATE KIT
111' fIRoo 17.. A
s. IIV. a- e.7I (11' .".--- ,
RAINBOW DRIVE SITE VISIBIUTY
TRIANGLES (TYP.)
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~TCH FLOWLIN~ OF REPLA~IT ~AllEY -
GUTI'ER TO FLOW LINE OF EXISTING CURB (TYP.)
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E.IIV.LooI5.l5(U"a2t'IICP)-'y~ ~ _ _ _ _~..... /., ..- ~: ~::::,~"""70'
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CID MATCH E STING L :w- ' ~ Ii- 1.00% - ><:~~;; :.~.:,::,::~": -1.00% _~
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ON SITE IBM
STORM SEWER MAtfiOlE
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SITE DATA:
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LAND AREA:
PARCEL 'A': :t 10,070 sq. ft.
PARCEL 'B': +5,640 sq. ft.
TOTAL: :t15,nO sq. ft.
PARKING:
EXISTING: :t12 Spaces (Includes 2 H.C.~
PROPOSED: :t14 Spaces
TOTAL: :t26 Spaces
T
DRAINAGE NOTE:
Proposed impervious (1,800 sJ,) is less than 50% of
existing impervious (3,978 s.f.). Therefore, no stormwater
facility is required.
GRADING PLAN
EROSION AND SEDIMENTATION CONTROL NOTES
1. THE INSTAL1.AllON OF TEMPORARY EROSION CONlROl BARRIERS SHAU. BE
COORDINAlED WITH THE CONS1RUcnON OF THE PERMANENT EROSION CONlROl
FEATURES TO THE E:XTf:NT NECESSARY TO ASSURE ECONOMICAL. EFFEcnVE AND
CON11NUOUS CON1ROl OF EROSION AND WAlER P<X.WllON lHROUGHQUT THE UFE
OF THE CONS1RUC11ON PHASE
2. THE T\'PE OF EROSION CONlROl BARRIERS USED SHALL BE GOVERNED BY THE
NATURE OF THE CONS1RUC11ON 0PERA11ON NID SOIL T\'PE lHAT WILL BE
EXPOSED. SIlTY AND CL\'tEY MAlERIAl. USUALLY REQURE SOlID SEDIMENT
BARRIERS 10 PRE\9IT 1URBI) WAlER DISCHARGE. \IHLE SANDY MAlERIAl. MAY
NEED ONLY SILT SCREENS OR HAY BALES TO PRE\9IT EROSION. FlOA11NG
1UR8IDITY aJRTAlNS SHOUlD BE USED IN OPEN WAlER snuA11ONS. DIVERSION
DlTaES OR SWALES MAY BE REQUIRED TO PRE\9IT 1URBID STORMWAlER RUNOFF
FROM BEING DISCHARGED TO WE1lANDS OR 01HER WAlER BODIES. IT MAY BE
NECESSARY 10 EMPlOY A COMBINAllON OF BARRIERS, DI'ICHES. AND OntER
EROSION/IURBDTY CONlROl MEASURES IF CONDI11ONS WARRANT.
3. WIiERE PUMPS ARE TO BE USED 10 REMOVE 1UR8ID WAlERS FROM THE
CONS1RUC1ION MEA. THE WAlER SHAU. BE tREAlED 10 REDUCE TURBIDITY TO
STATE WAlER QUAUTY STANDARDS PRIOR TO DISCHARGE 10 THE ~
tREAlMENT METHODS INa.uDE. FOR EXAMPLE. TURBID WAlER BEING PUMPED INTO
GRASSED SWALES OR APPROPRIATE VEGETAlED AREAS (OntER 1HAN UPLAND
PRESERVA1ION AREAS AND WE1lAND BUFFERS). SEDIMENT BASINS. OR CONFIED
BY AN APPROPRIATE ENa..osuRE SUO! AS 1URBIDlTY BARRIERS. AND KEPT
CONf1NED UNlIL IlS 1URBIDITY I.E\n MEETS STATE WAlER QUAUTY STANDARDS.
8. ALL SOIL EROSION AND SEDIMENT CONlROl PRAC11CES SHAlJ. BE INSTALLfD
PRIOR TO ANY MAJOR SOIl. DIS1URBANCE OR IN THEIR PROPEl SEQUENCE. AND
MAINTAINED UN11L PERliWENT PROTECTION IS ESTABlISHED.
9. CONSlRUcnON 0PERA1IONS SHAU. BE CARRIED OUT IN SUI:H A MANNER THAT
EROSION AND AIR AND WAlER P<X.W1ION WILL BE MINIMIZED. STATE AND LOCAl.
LAWS SHAU. BE CXlMPUED WllH AT AlL 1BES.
10. MINIMJ2E THE AMOUNT OF BARE SOIL EXPOSED AT ONE 11 ~E AND INSTALL SOIl.
EROSION CON1ROl FENCES AS SHOWN AND IN SUO! A MANNfR AS 10 CAPTURE AND
FILlER SURFACE WAlER DURING CONS1RUC1KlN.
11. PERMANENT VEGETAllON SHAlL BE BY SEEDING OR SODDING ALL EXPOSED
AREAS WITHIN THREE DAYS AFTER FINAL GRADING. MULa4 SiAlL BE USED AS
NECESSARY FOR PROTEcnON UNllL 75" GROWnt IS ESTABUSI'IED.
AT THE TtA: ~ THE SITE PREPARAllON FOR PERMANENT '~GETAllVE
STABlUZA110N IS GOING 10 BE ACCOMPlISHED, ANY SOIl. WHII:H WILL NOT
PROW)[ A SUITABlE EN\1RONMENT TO SUPPORT ADEQUATE ~GETAllVE GROUND
COVER SHAU. BE RDIOVED OR tREAlED IN SUO! A WAY AS TO PERMANENlL Y
AD.lJST THE SOIl. CONDlllONS AND RENDER IT SUITABlE FOR VEGETAllVE
GROUND CO\'ER.
12. AlL NEW EROSION AND SILT CON1ROl ME1HODS AND LQC.\11ONS INDICATED ON
lHlS DRAWING ARE FOR START-UP AND GENERAl. REFERENCE AND SHALL BE
AD.lJSTED, AS REQUItED, TO SUIT THE PROCESS OF THE CONSlRUCllON.
13. ALL DISTURBED AREAS WllHlN THE UWIlS OF CONS1RUcnON SHAlL RECEIVE
VEGETATM: tREAlWENT AFTER F1NAl. GRAI)IiIG IN ACCQRDANC=:: WI1H lHESE
PLANS. DISTURBED AREAS NOT SPEaFlCALLY DESlGNAlED WIM A VEGETAllVE
COVER SHAU. BE VEGETAlED AS FaJ.OWS:
SIDE SLOPES CONS1RUC1ED AT 4:1 (H TO V) SHAlL BE saxm WITH ARGEN1INE
BAHIA OR. SEEDED AND 1HEN COVERED WITH AN EROSION CC;NlROl Bl.ANI<ET. THE
BLANI<ET SHALL BE THE S75BN BlANKET AS MANUFAClURED BY NORlH AMERICA
GREEN OR APPROVED EQUIVALENT.
SIDE SLOPES LESS 1HAN 4: 1 (H 10 V) SHAU. BE SEEDED ANI) MUl.QED.
14. HI. YBALES SHAU. BE PLACED ON lHE UPlAND SIDE AND ADJACENT TO AU.
SILT FENCE WHIC:H IS ADJACENT TO WE1lAND AREAS TO PROIo1DE ADDED
SlLTAllON PROTEClION PRIOR TO THE CCNiENCDlENT OF COHS1RUC1ION. THE
HA'IBALES SHALL BE REMOVED AT SUa4 lIME AS THEIR PRE5ENCE INPEDES
CONSTRUCllON.
4. THE CONlRACTOR SHAU. PROVIDE ROU11NE MAINTENANCE OF PERMANENT AND
TEMPORARY EROSION CON1ROl FEATURES UN11L THE PROJECT IS CXlMPI.E1E AND
ALL BARED SOIL STABIJZED. SlLTA110N ACCUMULA110NS GREAlER THAN THE
LESSER OF 12 JNaES OR ONE-HALF THE DEPTH OF 1HE S1LTA11ON CON1ROl
BARRIER SHAU. BE IAIEDIATEl. Y REMOVED AND PLACED IN UPLAND AREAS.
5. WAlER RDIAItING IN 1HE EXCAVAllONS AFTER CONS1RUcnON MUST BE KEPT
CONFINED WITHIN 1HE EXCAYA1KlNS PRIOR 10 DIsatARGE (F APPIJCABLE).
UN11L 1HE 1URIIDITY I.E\n Of' THE POND WAlER MEETS stATE WAlER QUAUTY
STANDARDS.
6. NO CL\Y MATERIAL SHALL BE LEfT DPOSED IN THE EXCAVAlIONS. IF CL\Y
OR SANDY CL\VS ARE LEfT DPOSED AT THE PERMITTED DEPTH. THE CONlRACTOR
SHALL OVER EXCAVATE THE POND'S BOTTQM AND SIDE SLOPES BY A ...-auM OF
12 JNaES AND BAa<FIU. WI1H a.EAN SANDS.
7. PROVIDE ALL DIS1URBED AREAS Wl1HIN 1HE UMllS OF 1HE WORK WllH
TEMPORARY SOIL EROSION CON1ROl AND SEDIMENT CONlROL. U1IJZING EARTH
DAMS at PClfI)S. GRADE TO DRAIN SWAlES, SET1UNQ BASINS. SILT FENCES. STONE
FIL 1ERS. HAY BALE fL 1ERS. ETC., tREA1ING ALL SOIL SURFACES WllH SEEDED
TOPSOIL AND I OR MU..ai AFTER GRADING.
DEMOLITION AND GRADING PLAN
RE~SEO PER ORC COMMENTS
RE~SEO PER COMMENTS
NO.
DATE
DESCRIPTION
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SECfION 14, TOWNSHIP 29 S, RANGE 1 '2, \ d}..l3SVJ
'1-1 o(t>-a~^JlIdd~ ,: ~~
VICINITY MAP
PlNELLAS COUNTY, FLORIDA
GENERAL NOTES
L ALL MATERIALS AM) CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH CITY
OF CLEARWATER AND FLORIDA DEPARTMENT OF TRANSPORTATION STAM)AROS AND
SPECFICATIONS. ALL PROPOSED WORK WIT'" THE CITY OF CLEARWATER RIGHT-OF-WAY
MUST COWL Y WITH APPLICABLE CITY OF CLEARWATER CODES.
2. THE LOCATION OF EXISTING UTILITES ARE APPROXIMATE AS SHOWN AND IT IS THE
CONTRACTOR'S RESPONSI8ILITY TO DETERMINE THE EXACT LOCATION OF THE
UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL
NOTIFY ALL UTILITY COMPANIES IN THE AA~A BEFORE BEGINNNG CONSTRUCTION.
CALL 'SUNSHlNEN AND THE UTILITY OWNER(S) BEFORE BECiINNi WORK
1-800-432-4770 (5 DAYS IN ADVANCE.)
3. PRIOR TO BEGINNING WORKL THE CONTRACTOR SHALL EXPOSE ALL EXISTING
UTILITIES TO BE EXTENDEu OR CROSSED. ANY CONFLICTS SHALL BE IAEDIA TEL Y
BROUGHT TO THE ENGN:ER'S ATTENTION FOR RESOLUTION.
4. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AM) TRANSPORT OF SEDIMENT
TO SURFACE DRAINS AS SPECIFED BY THE CITY OF CLEARWATER EROSION CONTROL
POLICY.
5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS
PROJECT BY WATERING OR OTHER METHODS AS REQUIRED.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PENAL TIESIFINES LEVIED DUE TO
WORK THAT IS NOT IN ACCORDANCE WITH PERIIT CONDITIONS.
7. THE SITE IS LOCATED WITHIN FLOOD ZONE NXN (AREAS DETERMINED TO BE OUTSIDE
500 YEAR FLOOD PLAIN) AS SHOWN ON FIRM FLOOD INSURANCE RATE MAP - PANEL
125096 - 0016 D. DATED AUGUST 19. 1991.
8. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SAMTARY OR STORM
SYSTEMS.
9. SIDEWALKS TO BE PROVlDm IN ACCORDANCE WITH BOTH CITY OF CLEARWATER CODE
AM) FLORIDA ADA REQUIREMENTS. ALL SIDEWALKS ARE TO BE BRUSHED FINISHED.
10. CONTRACTOR SHALL REPLACE IN KIND ALL ASPHALT AREAS, SI>EWALKS. IRRIGATION
SYSTEMS, AND CURBS DISTURBED BY THE INSTALLATION OF THE PROPOSED IFROVEMENTS.
11. DIGITAL OR ELECTRONIC REPRESENTATION OF THESE CONSTRUCTION PLANS DOES NOT
CONSTITUTE A COORDINATE CONTROL MAP OR MATtEMATICALL Y CONTROLLED
N'ORMA nON FOR THE USE OF CONSTRUCnON STAKEOUT. IT IS THE RESPONSIBUTY
OF THE CONTRACTOR AND/OR CONTRACTOR'S SURVEYOR TO ENSURE THAT ANY
DIGITAL OR ELECTRONIC REPRESENTATION OF THESE PLANS IS IN COMPLETE
CONFORMANCE WITH ALL OF THE NOTATIONS, SPECFlCATIONS, DETAILS, AND OTHER
DATA APPEARING ON OR AS MAY BE DERIVED FROM THESE CONSTRUCTION PLANS.
CONSTRUCTION NOTES
I. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING OCCUPATION AS
NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS, EXISTING PAVEMENT/
CONCRETE PROPOSED TO BE DEMOLISHED IS TO BE REMOVED BY SAWCUTTING ALONG
THE PAVEMENT TO REMAIN. OWNER HAS SOLE DISCRETION REGARDING REUSE OF
EXISTING SlGNAGE AM) OCCUPAnON.
2. ALL DISTURBED GREENSPACE NOT SPECIFICALLY ADDRESSED IN THE LANDSCAPE PLANS
SHALL BE SODDED. SOD TO MATCH EXISTING IN TYPE.
3. ALL BACKFILL OVER ANY PPE (STORM SEWER'rWATER LINE. SANITARY SEWER) THAT
IS TO BE INSTALLED UNDER ROMWAYS OR WI ... THE EMBANKMENJ.L ETC. ot" THE
ROADWAY IS TO BE COMPACTED PER CITY OF CLEARWATER(FIELD uc.NSITY T-191
OR T -238) - 98% OF AASHTO T -180 METHOD NAN.
4. ALL UNDERGROUND UTUTES INCLUDING CONDUIT FOR ELECTRICAL AND
TELEPHONE CROSSINGS AND IRRIGATION SLEEVES SHALL BE INSTALLED PRIOR TO
PAVEMENT CONSTRUCTION.
5. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS
BEEN ISSUED BY THE CLEARWATER CITY CODE DIVISION 12 SECTION 3-1205. DIVISIONS
12 AND 13. THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF
TREES TO REMAIN AND IS RESPONSBLE FOR ANY DAMAGE RESUL TING FROM HIS WORK
OR ANY VIOLATION OF CITY OF CLEARWATER CODES.
r.: :"; f!.. ;.:
p(., jflDq~ ",t t.
SHEET INDEX
8HEET
1
DE8CRIPTION
NOTE8 AND LEGEND
EXI8TING CONDITION8 I DEMOLITION PLAN
PAYING, GRADING, AND DRAINAGE PLAN
ER0810N CONTROL NOTE8 AND DET AIL8
LAND8CAPE PLAN
DET AIL8 a 8ECTION8
PAVING, GRADING, AND DRAINAGE DET AIL8
2
,----
SOS
SOS
APP'D
BY
OF
2
SHT.
1
MTE: .
FEB. 28. 2003
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RAINBOW DRIVE SITE VISffilUTY
TRIANGLES (TYP.)
II
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. .... 'l..~ -. .- .........
J;5j:b:~;~~:
4! SInEW ALK
o 10 20 40
~ I
SCALE: 1"=20'
LANDSCAPE PLAN
PLANT IJEGEND
SYMBOL KEY/QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS
* ~ VIBlJRN)M SUSPENSUM SANDANIQ1A VleuRNJM 24" HT. X 24" SPREAO, 3 6AU.ON GONT.
36" ON CENTeR
~ 12-14' HT X 6-j' SPD., 4" CALIPER, 5' CT. MIN.,
GI..IERGU5 VIFC6INIANA LI\IE: OAK BALLED AND BURL.APPED, ROOTS PUJS
0 6ROll'ERS
l'
""I..": /_,
',~
* ~ AGOELORRHAPHE i'IlRl6HT1I PAIJROTIS PAL.M e-IO' HT., e-IO' SPD., FULL TO Tt-l!: 6ROUND
(!:XISTIN6)
(f) 1:\ RAPHIOLEPIS INDICA INDIAN HAJIII'THORN IS-Ia" HT X IS-Ia" SPD., 3 6AU..ON CONT.,
60" ON c.EJIl"reR (16 EXISTIN6)
E@ 1:V I LIRIOPE MUSc.ARI VARIE6ATED LIRIOPE FULL I 6AU.ON POTS, 12" O.C.
VARIE6ATA
NOTE:
ALL GRASS AREAS TO BE SODDED WITII ARGENTINE BAHIA.
THE SIGNATURE OF THE
QUAUTY CONTROL OFFICER
IN THIS SPACE INDICATES
THAT ALL REQUIRED PERMITS
HAVE BEEN OBTAINED AND
THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
ENOINEERINO
4921 MEMORIAl HIGHWAY
ONE MEMORIAl CENTER. SUITE JOO
TAMPA. FlORIDA 33634
ENGINEERING LICENSE f0000281 0
-
_:1m.
ASSOCIATES, INC.
PHONE 813.880.8881
FAX 813 . 880 . 8882
E-MAIL kingOklngenglneering.com
21
L.MV
n'PICAl REQUIRED PROTECllVE BARRIER
W1lHIN lHE CITY OF Q.EARWA 1ER
WHY A BARRIER?
,. To protect all the abow ground portions of the tree from
mechanical damage.
2. To protect soD near tree from compaction and prevent root
damage. .
3. To p'ro'tect physical and mental awareness of tree 8 presence to
equipment operotonl and contractors.
TO MAKE IT WORK
,. Place no heavy equipment Inside barrl8rj only. hand labor.
2. Place no conslruCtlon material or soD aeposlts Inside barrier
area.
BY OBSERVING lHESE TWO SIMPLE RULES A TREE'S CHANCE fOR SURVIVAl
ARE GREATLY IMPROVEDI
SPEClFlCA l10NS or INSTAlliNG A BARRIER
,. Minimum rodlU8 to be ,'protected: .
a. Hardwoods - 2/3 of the drlpllne or 6. whichever Is
,greater. .
b. Plnes-drlp.llne ~ 6 btwhlche~ Is greater.
2. Method of Erection See AGRAM:. _ _
a. Minimum heigh of uprights and no less than 2 )( 2
lumber. . .
b. Uprights should be spaced at no more than 4 - 6
Intervals. _ _
c. Horizontal members of no less than' )( 4 lumber.
BEFORE PERMIT
,. Barriers are to be erected around remaining trees before
construction. grading or an~ trees are removed.
2. Barriers are to remaln In proce untD all paving. construction
Is done and heavy equipment Is out of the area.
q
GY
es
YSU
-A- = 3' )( 2- )( 2-
-B- .. 4' - 5'
-c" = ,- X 4-
-0- - 2- X 2-
-C-
NOTE: YOU MAY ONLY USE WOODEN BARRIERS
OAt
WOODEN BARRIER
FULL ORIPUNE
9' Sp"cf.
~lC#
rOfl t-l"
WHEEL STOP
N.T.S.
t
24' PROPOSED
DRIVE AISLE
t
~ WHEEL STOP
~ PROPERTY LINE
2 3 ORIPUNE
FULL ORIPUNE
N.T.S.
t
,'-0-
t
WHlTE- ~RDER
-' S'tWBOt.' .
BLUE '~~O
STANOARO PRE-PAINTED
~ PARKING SIGH
ON 1/1- lHICK SHEEr
AWWINUM
BLJa( eoRDER
. lETTERS
WHIlE IMCKGROUNO
PARKtiG BY
DISABLED
PEfUT
ON.Y
~
BLACK BORDER
. LEnERS
WHIlE BACKCROUNO
t25S f'I€
F.s. 311.14
.
AI.L LEnERS
,- SERIES "'C'"
~'l
iliq
2- HOT DIPPED GALVANIZED
STANDARD WEIGHT SI&L PIPE
1"X2' -8- CONCRErE MASS.
fNSH TOP OF MASS LE.WL
N WIJH A StJOHf RAISED WASH
A: APPROXlMTELY1/2- N1tNE
· L&U Of' TURF /SOD.
,..15 . , . '.
<<\
1 I- {-
HANDICAP SIGN DETAIL
N.T.S.
LANDSCAPE PLAN
2 04 18 04 REVISED PER DRC COMMENTS
1 03 19 03 REVISED PER COMMENTS
NO. DATE
6- REINFORCED
CONCRETE
12- COMPACTED SUBGRADE
SECTION A-A
INTERIOR DRIVES & PARKING APROJ"S
N.T.S.
~ HANDICAPPED SIGN
-
CCJNC. WAUC
RAMP OOIN CONe. WAUC
.
SEE H)EX NO. 101
WHEEL STOP )
PROPERTY LINE
.- tIDE 11W'F1C WHIlE
SlAPE (nPICAL)
~
::;:
NOTE:
All pavement markings to be thermoplastic.
I
1
STREAMS OF LIFE CHURCH
FOR
GOLDA MEIER CENTER, INC.
3263 HYDE PARK DRIVE
CLEARWATER, FLORIDA 33761
t/-O-
HANDICAP STALL DETAIL
N. T.S
JOB NO.
1928-000-000
AELD BOOK NO.
2
DESCRIPTION
SDS
SDS
APP'D
BY
I:c .'. 1,;)_ SHT.
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GRATE INLET
Tel' flf\>.o &7:"
S. N\. 0.." 557; (11' PCP)
.. .. . -.- ,. ...., 1---. -" ,--.
RAINBOW DRIVE
\- ________~-52~~(~SPHALT) _ ____ _~ ____ -x":--
\ ON SlIT TBM i
\ STORM SEVlfR MANHO!l :
2' VALLEY CURB _, N, '\IN llIl" 68.11
,,\ N INI. o..~ 65.21 (17' RCP)
------- -- ----- -.. -\ f. tiv EL~ f,4.19 (If Pl/C,;
-- ....:=~-=---~-, ..-__-:...~_n'::.==_:_==-::.==_===_ _ n,-----,- S tNY El- 65.i8 (1" Pit' j
, ---~~ W /NY E.. B528 fl"ill,'Re> ,t '
(ASPHALT) ON SITE IBM ~ I
'---I 589'23'57"[ 71,91'R SlORM SEIO MANHCli I "\joO;"',,, 6711
"--. \ ~ '11M rlEV 58 DJ I ,.L._., ~/,
'. ,\ S8971'03"t 71,91'M '..tlV [L~b93{H"'2tpCP: ., ~_~.,.---_t;<~"',I.'_'_
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~ r N89"23'Jtw 134.63'M
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0.35' PLANTR N
WAil (P1'j _J
LEGEND
[><J - WAITR VALVE
"tJ" -- FIRE HYDRANT
" -- POWER POLE
@ -- STORM SEWER MH
III -- GRATE INLET
~ -- WA TIR MEITR
OVERHEAD WIRES
.~
"1E 16,17'
'- CaNC,
O,DC'S,
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LEO.AL DESCRlPTK)N
SURVEY ABBREV1A 110NS
LOT SEw:N (7), BLOCK A, OF SKYCREST SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED iN PLAT BOOl< 28, PAGE 4,
PUBUC RECORDS (J" PINELLAS COONTY, FLORIDA, LESS AND EXCEPT HOVtf\{R, THE SOU111 TVIfNTY (20) FEET THEREOF AND THE \lifST
SlXTY- mREE (63) FEET TI-lEREOF, ALSO KNO'tlN AS 304 S, JJPITER A VENUE, CLEARWATER, FLORIDA, AND
lOT E1G1T (8), LESS TI-lE IhfST 63 ITET THEREOF IN BLOCK .,~., SKYCREST UNIT ".1.,", ALSO KNO~ AS 300 S, JUPITER A \f:NU E,
CLEARWA TER, FLORIDA.
TOGETI-lER 'MTH:
111E SOUTH rvf.NTY (20) FEET OF LOT SEVrN (7), BLOCK .A", UNIT "A", SKYCREST SUBDIVISION, ACCORDING TO THE I~AP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 28, PAGE 4, OF TI-lE PUBUC RECORDS OF PINEU.AS COUNTY, FLORIDA.
TOGElHER 'MTH:
THE IftfST 70,48 ITET OF LOT ONE (1) IN BLOCK "S., UNIT A OF SKYCREST SUBDIVISION, ACCORDING TO mE MAP OR PLAT THEREOF AS
RECORDED IN PLAT BOOK 28, PAGE 4, OF mE PUBUC RECORDS OF PiNEI..LAS COJNTY, FLORIDA,
~ :; ARC Lf.NG1H
A '~ 0 IJR CONOlnOIO
Ar c AlUIIINUW rtNCf
!"UM ., AlUIl!NUM
ASPH " .!.PH1>i '
8'1 " BAS!: '1.000 ,It, A lON
8tDG ~ BUIUl!NG
Bll< 0 Blo)<
BIl " BnlCfl MARr
B!()Y, OOvl-ro#lY
a;lG = tURN<;
G~ .- BAR9f.D \Ir1RE r[NCr
C ~ CAL CI.U itD
C8 = Cflooo II: ARl'IG
C8S = CONCRfn BLOC!< ) 'R\,~"uRr
D{) ~ 0l0ilD
Cl - lDTERUNf
(Jj = CfI~ UN~ 'INC!:
ClOS CLOSURf.
CQ = C(J.UMN
C();C, C();CRfTf
(1' = COUN'Y ROAD
2 'S = [;(JNrnElf SLI,8
[XF = CCRNER
:::OV " COIK..RED '-Rf /
J" Dm
DOT = DEP#I~fNl [J' 'RANSP(1l1AnO\
JRNG = DRAlNA~
D:1I = DRI\,fWAY
El 00 !lEV = fl[VAllCJ;
[[1' = fDOC Of PAVE\oIEW
EOW " EDGf Of WATER
[SIll = CASDlJH
FCliI = fDUi'IO CDNC',j["l MONiJljf}1'
'IS = FlJ.RED D~D SECTION
flP " FCIJN[) RON PIP!'
flR = FiXJND R~ ROO
n~ " flOW LJNE
flO = flELD
END ~ FWNO
FOP = rOUND WEN PIPE
'1'( = FLORIDA PCiIffi CCW,
rDP ;; F lJJNG DINCH~ U ~p~
("RM ;; f l-i tJ4E
'lL = fl 000 ,ONl UN,
(,AI' = GARAGE
G/f ~ (V,SS Elia.OSU~t
HWi' = ~OG liRE 'TNCf
HM. " tiGH IIA TEl' 1J~
INY " 11MR1
LB = :.AHD SURVI' \1NG BUSJNfSS
'[ " lO"'S1 rcOOl< f..iV
~~9.i " 'C'lifST HffiIlONH.' q ,"pOF "~G ~lIlH' ,
,5 ' .AND SUl.HOI1
V = N[ASURE.O
~AS II'SONRY
iCS ~ I.InLRf~ ENe> ~ C'nN
Ii-! = ~NHCU
11-,"= WEIi,N ffGH fiA'U' JNi
MS. = ILAN SEA lI'f.J.
N&8 ~ NIJL AND BOnu UP
N!D " NAIL Ii,ND DIS!<
Na:l = NM /i,N[1 'NJ
NGI'D = NAn~Al GflX>f'1C "'FleA!. ,I' ~~
NO " NUhlOCP
):. ~ Dl,fllA..l
(}iW " O\rn1L'll W1RE(S)
ffi = (fI1QAL RrCOROS
a/s :; 0fTS[ 7
P . "LA'
P8 " P[) 1 BOOK
PC = PClN' Of CUR>f
PC:C = P",ANT i} :xt.fP..lUNO :;tJFiVf
PCP = PfRIjANENT ca-<m paN'
PG = PAG[
p~ " P#Il(ER ~ALa-<
P1 '. PROPfR"r LtIf
POB " P<YIll Cf arnNNING
POC = PotH Of CO'.o.If.NCl],lEli1
PCl.. = PCXNT ON UNf
PP = POWER P(XI
PRC = POINT Of REYERSE CUR\A,lJRf
PR,M = PERWMDI REF!JlfNC!: J.IONUMEN'
'->f( J~ ~CPtl;:.
"),1 oq:J1 ssa-<AL 9.!P',< "11' &> I.iA 'fe"
POIN' :J '/,NI1:NC'
;.lIt' PlVElolfN'
"AL ' PAj/.'\
~ ~ '1:COOO
',iJ RHU,l:NG;
;~r~ R[SlDLNC~.
RI ,ADlAI liNt
Pi S ~(}ST[Rf:, ~ANC \)k,;RV, '!'~.~
.~N: c PWND
"~G R ANGt
;;'RS R,iJL ~A.C SPWf
it. RIQ;T Ji WI'
~i),l T C:iI'I':;R[Tt ~JNlJM[N'
,,[ S'JI~ENl1) ~CL%V~'
'< ~ ' SECT10N
'1' ~tt[) c T' NIJi '<Nt ~S/I RL:,#
9R ~ S!:: 1/2' IrON ROO ilL'" :~12
:.,0 0 SWARt
'}If PUT "AIL 'CNCf
OR STAn RJAc
51 51011)
9j8 SJOOIY1Sl()I,
'- 'w <jaCWAif
~ .,.. BAA
'lJN 1[WPiJRAR' At ~C;; ~A"
~( 'W (J CUR"
'00 ,()' Of 8ANr
'OS 0 f:l[ Of Sl(),'
'lII1,N" 0 'RAN'lHlR""
'lIP c rC~9fP
'yp 'C T"PICA!.
cG '. 0NDER"'OUtV
lill . U1U1"
M:' ~ i\OOD
Wi '/lIJOO fINCf
Mf ~ \\flI)JGH' IRON 1 f ~Cl
\M1 , ~-rnESS
WRf ' illRE FENCl
WV = WATIJl VAl'I\:
FlCOOZONE
mE ABO'vt DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE V"TH 111E FJR~ MAP OF THE an OF CllARWA TER,
FlORIDA, COMMUNITY PANEL NO, 125096-0016-0, MAP REVISED AUGUST 19. 1991.
PfEPAREO FOR
GOLDA MElR CENTER, iNC,
~ ABBRE'AATIONS MAY ALSO BE CONCATENATED AS REWIRED,
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1. UNLESS OTIlER~SE STATED, TIlE PRCffRTY DESCRIPTION 5HO~ HERE~ WAS PRO'ADED BY fHE ClJ[Nl, OR CUENTS
DESlGNA TED AlDT,
2. UNDERGROJND IIrIPRO\UAENTS. INCLUDING BUT NOT U~ITED TO BUiLDING FOUNDA nONS, HAlf NOT BEEN LOCA Till
EXCEPT AS SHO~ HEREON,
3. INAcxrSSlBLE ABOVE GROOND IMPRO\U,lENTS (LG, BUlLDlNG OVERHANGS, THCff ~TI1IN S[CURED r\REAS, ETC.), HAVE
NOT BEEN LOCATED EXCEPT AS SHO\\t-l HEREON,
4. UHlESS OlliER~SE STATED, llilS SUR'Ei WAS PREPARED ~TI1OUT niE OCNEm ~ A TJTli SEARQ-i AND M~Y 8t
SUB.ECT TO ADDITIONAL EASEMENTS, R1GHHlf - WAr'S, AND OlHER MA TIERS OF RECOOD.
5, TIiERE ARE NO Y1S1Bll ENCROACHlENTS, EXCEPT AS SHO\ltl HEREON,
6, BECAUSE (:f THE POSSJBlUTY r:F MOVEl.lENT (:f THE I.lOOUMENT A TION FROM ITS ORIGINAL PlJ,Co,IENT BY PtRSONS
OlliER THAN TIlE SUR'EiOR, IT IS REDJl.II>AENOED THAT PRIOR TO ANY NEW !MPROVEJdENTS ON THE PRCPER"Y
THE POSITION ~ THE t.lONlJl>.AEHT A TION fl: v'ERlflED
7 UNAU-niORIZED CMS AND/OR REPROOJCTIONS '-M.. ANY MEDIUM OF THIS {)0ClJ1LN1 OR ANY PORTJONS n1EREOf
ARE EXPRESSl. Y PRCHBITED l\ITHOOT THE SIGNING SUR'EiOR'S I'lRlTIEN CON~l
8, BASIS Of BEARINGS IS PW, UNlfSS OTHERWlSE ~WH (F STATED,
9, ALL BUILDING TIES, PROPERTY MARKER LOCATIOOS 00 OlHER sm: !MPRO\filENT LOCATIONS SHO'M'l HERE(}4 ARE
MEASURED PERPENDICULAR TO ADJACENT BOUNDARY UNES, UHlESS OlHER\lI1SE STATED.
10. flOOD ZONE DESIGNATION AND/OR FUXKl ZONE UNES (IF ANY) SliO~ HEREo." HAVE !3EEN SCALED FROM fHE
REFERENIlD MAP AND ARE APPROXlt.lATI, THE ffiUf flOOD ZONE UNES IrIUST Sf DETERMlNill BY AN ENG,'NEER
11. llilS SURVEY DOCS NOT DElERMlNE OR IMPlY OWNERSHIP,
12. lliERE MAY BE ADDITIONAL RESTRICTIONS, EASEUENTS OR OlliER MA m:RS OF RECORD TriA T ARE NOT SHO~
HEREON lliAT MAY BE FOJND IN TIlE PUBUC RECOODS Of TrllS COONTY,
13. OO-SlTE TB.M, WAS SET ON THE NORTH'!'.fST Bet T (J' THE FlRE HYDRANT AT THE SOOTHEAST CORNER OF THE
!NTERSECTION (:f RAJNBOW DRIVE AND JJPlTER A'vfNut ELEVATION '" 70.781' N,G,V,D.
14, TOPOGRAPHY SHOWN HEREell IS w.mr..o TO THOst AREAS SP[()Flill BY ClJENT
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BOUNDARY and TOPOOWHIC SURVEY
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CER1IF1CA TIIJt I HEREBY CERTIfY TO THE BEST (J' lilY KNO\UDGE 00 EElJEf
lHA T THE SURIfY ~Oi'm HffiEON SUBST ANTlA1l Y MEETS THE !.il.~fhlUt.l lICHNICAL
STANDARDS FOR lAND SUJMmlG DESrnl!lD IN THE SRIE or FUHDA RULE 61G17,
F,A.C. FURTI-lERlAlR, lHIS CERllflCA 1lCtl ~ALL NOT EXfEHD TO ANY OTHER PERSONS
OR PARTIES OTHER THAN TI-lO'X NAMtD ClH THIS SURVEY "-lID SliAll !'fOT ar
VNJ) AOO Br'NDlNG AGAINST THE UN~f'..D SUR'vfYOO ~THOOT THE 0RQl~
,"SDl ~ - li!J;;Jl"" UCENSDl """"'" "'" WAPPffi.
_Jil ~ .
GEORGE ~~..ill, flORIDA REGISTERED LAND SURVEYOR No, 2512
DWAYNE A. RUlli, PROFESSIONAl SURlvrYOR & MAPPER No, 5635
J03 NUMBER: 030049
DRAWING nlE: 030049,DWG
LAST REVISION: N A
DATE SURVEYED: 1-26-2003
DATE DRA~: 1-30-2003
X REFtRENCE: 970526
GEORGE A. SHIJJP n
A1vD ASSOCIATES, INCORPORATElJ
LANO SURVEYORS LANO PLANNERS
9SfJI .PeS()J'() }J()UYYDUJ, SUITS D
PilJI JlD{}J(}/i, FlORIDA .1.;883
PllO,fS (727) 18.f- .1'-191 F.U (127) fIG f2S1
La 1834