APP05-21-99
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DESICIED
RWA! JLS
0RAIIiN
JLS
CHEX:l<D)
RWA
a.c.
T'M.A
OTES
1.
2.
AlL ELEVATIONS REFER TO NATIONAL GEOOEllC VERTICAL DAlUM (NGW).
THE LOCATION OF EXISTING UTIUTIES ARE APPROXlMA lE AS SHO'M'l AND IT IS THE
CONTRACTOR'S RESPONSlBIUTY TO DElERt.4INE THE EXACT LOCATION OF THE
UTIUTIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL
NOTI.fY ALL UTIUTY COWPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.
ABOVE-GROUND OR UNDER-GROUND UTIUTI~S NAY BE IN THE AREA OF THIS PROJECT.
PROCEED Yl1TH CAUTION - CAlL -SUNSHINE AND THE UTIUTY OVINER(S) BEFORE
BEGINNING 'M:lRK. 1-800-432-4770 (5 DAYS IN ADVANCE).
PRIOR TO BEGINNING 'M:lRK, THE CONTRACTOR SHAlL EXPOSE AlL EXISTING UTIUllES
TO BE EXlENDED OR CROSSED AND CONTACT THE ENGINEER AT 791-1441 FOR
VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY CONFUClS SHAU BE
BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOlUTION.
THE CONTRACTOR IS TO CONlROL AlL FUGlllVE DUST ORIGIN A TING ON THIS
PROJECT BY WATERING OR OTHER t.4E1HOOS AS REQUIRED.
THE CONlRACTOR SHAlL BE RESPONSIBLE FOR PENALTIES!F1NES LEVIED DUE TO
YeORK THAT IS NOT IN ACCORDANCE Yl1TH PERt.AIT CONDl11bNS.
ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE Yl1TH CITY
OF CLEARWAlER STANDARDS AND SPECIFICATIONS.
ALL BACKFILL OVER ANY PIPE (STORM SE~R, WAlER UNE, SANITARY SE~R) THAT
IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKt.4ENT, ETC. oF THE
ROADWAY IS TO BE COt.IPAClED PER DEPARTMENT OF lRANSPORTATION
SPECIFICATIONS, SECTION 125.8.3, 1991 EDI110N (OR LAlEST EDITION). THIS
PARTICULAR SECTION SPECIFIES CQt,lPACTlON TO l00X OF UAXINUN DENSITY AS
DETERNINED BY ASSHTO T-99 NETHOO C.
CONFUClS OF WATER UNES WITH SANITARY, STORM SEWER, AND
UNDERDRAlN SYSTEMS TO BE RESOLVED BY AD..uSTING WAlER UNES AS NECESSARY.
3.
4.
5.
6.
7.
a
9.
ALL UNDERGROUND UllUTlES INClUDING CONDUIT FOR ELECTRICAL AND lELEPHONE
CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEt.4ENT CONSTRUCTION.
ALL STORNWATER QUALITY TREATMENT 'MLL NEET CITY OF CLEARWATER
AND SYIf''lWD REQUIRENENlS.
12. NO DEBRIS SHALL BE ALLOWED TO ENlER THE EXISTING SANITARY AND STORM
SYSlEMS.
10.
11.
13. THE SANITARY SEWER AND POTABLE WATER WILL BE SUPPUED BY THE CITY OF
CLEARWA TER.
14. A 10' t.4INIMUt.4 AVERAGE BUFFER ALONG PROPERTY UNES ABUT11NG RESIDENTIAL ZONING
AND R/W AND A 5' MININUt.A AVERAGE BUFFER ABUT11NG CONMERClAL ZONING Yl1LL BE
NAlNTAlNEO EXCEPT YtttERE NOTED.
ALL PROPOSED SANITARY UNES ARE 8-INCH DIAMETER UNLESS OTHERWISE NOlED.
15.
16. PROPOSED SANITARY SEWER LATERALS ARE 6-INCH DIAMETER UNLESS OTHERWISE
NOTED.
17. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF
CLEARWA lER LAND DEVELOPNENT COOE. LANDSCAPE AND PLANTING PLANS WILL
BE PREPARED BY A UCENSED LANDSCAPE ARCHITECT.
18. FINAL LOCATIONS OF lRASH DUNPSlERS TO BE COORDINATED Yl1TH THE CITY OF
CLEARWAlER SANITATION DEPARTMENT.
28.
29,
STOP BARS SHALL BE 24 INCHES'
30.
31.
32.
33.
34.
35.
UTILITY NOTES
DETECTOR CHEO< SHALL BE SSCZA WITH THE METER INSTALLED BY THE CITY
'MTH FEE PAID BY THE CONlRACTOR.
FIRE DEP AR"NENT CONNECTIONS SHAlL BE A t.AINIt.AUN OF 15' FRON THE
STRUClURE(S) ADJACENT TO PAVED DRIVE AND WITHIN 30' OF A FIRE
HYDRANT ASSEMBLY TO PROVIDE FOR SPRINKLERS, Yl1TH THE LOCATION
SUB.ECT TO APPROVAL BY FIRE DEPARTMENT.
GATE VALVES TO BE PROVIDED AT ALL FIRE HYDRANlS.
WATER METER SIZE AND FINAL LOCA liON TO BE DETERMINED.
ALL WATER UNES INTO BUILDINGS SHAU BE EQUIPPED WITH BACl<FLOW
PREVENTION DEVICES.
AlL WATER UNES INTO BUILDINGS SHALL BE EQUIPPED WITH REDUCED
PRESSURE DEVICES.
PROP 6- WATER NAlN -LOOPED- THROUGH THE SITE, INClUDING MElERS.
HYDRANlS. AND BAlCKFLOW PREVENTION DEVICES TO BE WITHIN A 10' UTIUTY
EASEt.AENT.
FOOT NOTE
1. AU VtURK PERFORNED IN THE FOOT RIGHT OF WAY SHALL CONFORM TO:
A. FOOT
(1996), (AKA STANDARD SPECS).
B. FOOT
LEGAL DESCRIPTION:
1.
2
PAACEL "A"
Lot 2, LESS the East 20, feet; Lot 3, LESS the East 20 feet; Lot 4, LESS the East 20 feet; North
one-half of Lot 9 excepting the Westerly 20 feet thereof conveyed for street purposes; South
one-half of Lot 9 excepting the Westerly 20 feet thereof used for street purposes; Lot 10, less
the Westerly 20 feet thereof; Lot 11, less the Westerly 20 feet thereof and Lot 12, less the
Westerty 20 feet thereof, 8AAlBOO SUBDIVISION, according to the map or plat thereof as recorded
in Plat Book 28, page 75, public records af Pinellas County, Florida.
3.
....
5.
PARCEL "B.
8.
7.
Begin at the Northeast comer of the Northwest 1/4 of the Southeast 1/4 of Section 13,
Township 29 South, Range 15 East, for a Point of Beginning; run thence North 89'23'11" West,
along the East-West centerline of said Section 13,481.0 feet; thence South 00"25'31- East.
301.85 feet; thence North 89'26'12. West, 158.61 feet; thence South 00"32'31- East, 263.47
feet; thence South 89.13'21. East, 639.04 feet; thence North 0"25'14" West, 566.61 feet to the
Point of Beginning; less the North 50.0 feet thereof for right-of-way of Gulf to Bay Boulevard.
PARCEL C"
AI
'AlNTED ~ITE.
ON STATE t.AAlNTAlNED SYSTENS (JAN. 1994 OR JAN. 1995), (AKA:
STANDARD INDEX) - CONPUANCE 'MTH ALL APPUCABLE INDICES IS
REQUIRED.
C. FOOT ROADWAY PLANS PREPARATION NANUAL VOLUNE I, CHAPTER 2
AND 25.
D. FOOT
AND PA\tf:MENT REHABIUTATlON (OCT 1992).
2. AlL TRAFFIC STRIPES AND NARKINGS ARE TO BE LEAD-FREE,
NON-SOLVENT BASED THERNOPLASTlC. THE PERt.AITEE SHALL FURNISH THE
DEPAR"NENT WITH THE NANUFAClURER'S CERTIFICATION THAT THE
THERt.AOPLASTlC IS -LEAD FREE".
3. THE APPUCANT NUST NOTIFY THE FOOT - LOCAL t.AAlNTENANCE OFFICE -
48 HOURS IN ADVANCE OF STARTING PROPOSED 'M:lRK. CALL:
Lot 1, BAMBOO SUBDIVISION REPLAT, according to mop or plot thereof as recorded in Plot
Book 29, page 42, public records of Pinellas County, Florida;
Lot 2, BAMBOO SUBDIVISION REPLAT, according to the map or plat thereof as recorded in
Plat Book 29, page 42, public records of Pinellas County, Florida.
PARCEL .0.
P1NELLAS t.AAINTENANCE
NORt.AAND LATAlLLE 0 (813)570-5101
t
37.
FINAL GATE OPERATION TO BE COORDINATED 'MTH FIRE DEPARThlENT. GATES TO SPAN
DRIVE LANES.
ALL STORt.AWATER TO BE DIREClED TO EXISTING AND PROPOSED STORt.AWATER FACIUTlES
AND TO GULF-TO-BAY BLW. (S.R. 60)
J,B,
TOP EL.
36.
SITE DATA LOT NO. 12 NOT IN~LUDED IN SITE DATA TABLE CALCULATIONS (SHO'hN SEPARATEL Y)l
NOTES: SITE DATA BASED PROJECT AREA OF 480,436 SF (11.03 Ac)
ZONING DISTRICT:
EXISTING
RN-8, RS-8, CG
USE: (CG)
(RN-8 &: RS-8)
LOT AREA (Sa.FT. AND ACRES)
(CG)
(RN-8 &: RS-8)
TOTAL AREA (WITHIN PROPERTY UNES):
LOT WlDTH(CG):
(RN-8 &: RS-8)
CAR DEALERSHIP
CAR DEALERSHIP /RESIDENTIAL
431,297 SF (9.90 Ac)
49,139 SF (1.13 Ac)
480,436 SF (11.03 Ac)
954'
72' NIN
LOT DEPTH(CG):
(RS-8 &: RN-8)
BUILDING COVERAGE
(Sa.FT. AND ~ OF ZONED AREA):'
(CG)
(RN-8 &: RS-8)
TOTAL(% OF SITE)
GROSS FLOOR AREA AND F.A,R
FOR ZONED AREA
(CG)
,(RN-8, &: RS-8)
TOTAL (FOR SITE)
SETBACKS (ALSO INCLUDE DINENSlON ON
PLAN DRAWING)
FRONT(CG):
130' (NIN)
173'
77,139 SF (17.9%)
3,261 SF (6.6~)
80.400 SF (16.7%)
82.430 SF (0.19)
3,261 SF (0.07)
85,691 SF (0.18)
SITE
27' t.AIN
FRONT(Rt.A-8 &: RS-8):
SIDE(CG):
30' t.AIN
10' t.AIN
SlDE(RN-8 , RS-8):
REAR(CG):
6'
la' NIN
REAR(RN-8):
BET\\€EN STRUCTURES (CG):
BETWEEN STRUCTURES (RN-8 &: RS-8):
HEIGHT(CG)
HEIGHT(RN-8 &: RS-8)
PAVED VEHICULAR AREAS
CG - (SF AND % OF ZONED AREA)
RN-8 - (SF AND % OF ZONED AREA)
TOTAL - (SF AND % OF SITE)
30'
30' t.AIN
18' NIN
28' N AX
30' N AX
PROPOSED
RM-8, RS-8, CG
CAR DEALERSHIP
CAR DEALERSHIP /RES.
REQUIRED
N/A
N/A
N/A
431,297 SF (9.90 Ac)
49.139 SF (1.13 Ac)
480,4J6 SF (11.03 Ac)
954'
72' NIN
10,000 SF
12,000 SF
N/A
100' NIN.
N/A
130' (NIN)
173'
100' NIN.
N/A
80,855 SF (18.8%)
o SF (O.O%)
80,855 SF (16.8~)
4O~ MAX.
42% NAX.
87,497 SF (0.20)
o SF (0.00)
87,497 SF (0.18)
.4 NAX.
N/A
74'
25' +(25% HT>20')
25+0. 25X8= 27'
25'
10' +(25% HT>20')
10 + 0.25 X 8 -12
N/A
32'
N/A
61'
6', 5'
10'+(25% HT>20')
10 + 0.25 X 8 =12
10'
N/A
45'
N/A
20' t.AIN.
12' NIN.
28' NAX
N/A
50' NAX.
30' NAX.
324,413 SF (75.2%) 283,037 SF (65.6%)
26,511 SF (53.9%) 30,805 SF (62.~)
350,924 SF (73.0%) 313,842 SF (65.3%)
OPEN GREEN SPACE
CG - (SF AND % OF ZONED AREA) 29,745 SF (6.9%)
RN-8 &: RS-8 - (SF AND % OF ZONED AREA)19,367 SF (39.4%)
TOTAL - (SF AND % OF SITE) 49,112 SF (10.2%)
EXTERIOR PERINETER BUFFERS:
N/A
FRONT YARD OPEN SPACE
CG - (SF AND % OF FRONT YARD AREA)
3,124 SF (16%)
N/A
N/A
N/A
67,405 SF (15.6%)
18,334 SF (37.3%)
85.739 SF (17.9%)
5' NIN ADJ TO CON,
10' NIN ADJ TO RES.
15% MIN
35% NIN
5' ADJ TO COM.
10' ADJ TO RE:.
13,720 SF (53.3%)
50% FRONT YARD
AREA
50% F,Y.A. (RM-~J
40% F.Y.A. (RS-8)
Rt.A-8 &: RS-8(SF AND X OF FRONT YARD AREA) 2,330 SF (89.6%) 2,123 SF (58.3~)
PARKING LOT INTERIOR LANDSCAPING
(sa.FT. AND ~ OF P A vt:D VEHICULAR
AREAS; ALSO, DEPICT ON SITE PLAN
DRAWING BY SHADING):
CG ZONING
RM-8 &: RS-8 ZONING
TOTAL
3.361 SF (1.0%)
N/A
N/A
PARKING (GIVE APPUCABLE FORNULA)
* PROPOSED PARKING SP ACE TOTAL
DOES NOT INCLUDE INVENTORY AREA
653
21,945 SF (7.7%)
o SF (0%)
21,945 SF (7.0%)
N/A
N/A
6% NIN.
562*
VEHICLE SERVICE:
4 SP /SERVlCE BAY - 1 SP /SERVlCE BAY +
0.5 x I EMPLOYEES + II BUSINESS RELATED VEHICLES
3 * 83 BAYS + 0.5 · 105 EMPLOYEES +
12 BUSINESS RELATED VEHICLES - 314 SP A~S
TOTAL: 5 + 84 + 31..
= 403 SP ACES
PARKING (CG ZONING)
PARKING (RN-8 &: RS-8 ZONING)
H.C. SPACES
653
N/A
SITE DATA FOR LOT NO. 12 (EXISTING AND PROPOSED)
ZONING: RS-8
HEIGHT:
USE:
RESIDENTIAL
451.
76*
N/A
N/A
9
2~ t.AIN. = 9 SPACES
30' N AX
PAVED VEHICULAR AREA:
300 SF (2.4%)
LOT AREA: 12,298 SF (0.28 Ac)
BLOG COVERAGE (~ SITE): 2,616 SF (21.3%)
GROSS FLOOR AREA: 2.616 SF (0.21)
SElBACKS: FRONT - 30', SIDE - 6', REAR - 30' NIN
OPEN GREEN SPACE (% SITE):
9,382 SF (76.3~)
FRONT YARD OPEN GREEN SP ACE
(SF &: % FRONT YARD AREA): 1,860 SF (86.1%)
1HE SIGNATURE OF' Tl4( Qu.ouTY
CONTROl. 0ff1CER IN THIS SPN:E.
INDICATES THAT AU. REQUIRED
PERMITS HAVE BEEN OIlT,foINED
.....0 THAT CONSTRIJCT1ON IS
AUTHORIZED TO COUMENCE.
C,B,
TOP EL.
INV, S.
INV, N,
I
== 75,03~ I
== 73.44 0 I ~ /~ ,~
== 70.41 ?JG ci I ~ v , <v
-Q-, -If) L--,,'O-'O
'C~ I \>.' A'>>
~ --l'" \
'~-X6- TAP
PARKING FOR:
# SPACES
V ,,,_
~.
'0
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_;4.._______ I. ___
~~ J / : 'M ~
n<>- ~*'-' i 1:~! ': ~
,'(; . - -i';, ,. GATE:
,'0' d,
PROP.
STOP BAR I
I
1
--'
BODY SHOP
VEHICLE SERVICE
SALES CUSTOMERS
CAR DISPLAY
EMPLOYEES
98
76
24
229
104
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E 1ST G
o E T R
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B R M V 0
l' u~
SIGN
~ CARL \SLE, 0SE:.'\') CARS S\GN
@ E:N-rAANCE./ ~\CE: ~e:o. S\GrJ
. ALL EXISTING 12" CMP
~ S8.<-V\C.ES\GN PIPES TO BE REPLACED
WlI H 1 L Hep PIPES(TYP.)
18
1
I
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~I
~ I'
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~:i 4 ~\-' t1
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i I r"'- a.. 11'11 II _.::/
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8.1 w. ,AS
MAI~l
RIM EL. - 76.9
~ 0
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a::: >
<.:>0<.:>0
z~za
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_w
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UNDE NO
STORNW TER
FAClU I
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</
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^:O
^
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ZONED CG
SAL VA TORE G. DiBERARDINO
2061 GULF TO BAY BLVD,
CLEARWATER, FL 34623
J.B,
TOP EL. =
INV. =
77.07
0..>>
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r.
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IN
IN .
,H.
1M EL, ==_ 76.68 ~
NV. NE, - 71,98
NV. w, = 71,75
NV, S, = 71,99
":t-
N.89.24'40"W. 1S8.61'(M)
i~:-
'" "':
<t\ ' "
:) I'
,\'0, \, DIS LA,Y
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<PROP. WA lER
t.AElER
0.1.
TOP EL. == 76,91
INV, N, == 73.54
INV, E, == 73.49
INV, w, = 73,56
- 34 BAYS
"'~.
,
FIRE SPRINKLER
SERVICE
''3
"
~'
~ ::-,':J'
/
,
EXIST,
METER
GAS
>'
'0:
,
f
g" PAL
g"
EXISTING
BODY SHOP
ONE STORY
MASONRY AND
METAL BUILDING
(TO REMAIN)
<;I ,
~
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01
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BUILD G TO
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<3 'J
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PROPOSED DETAILING &
UNDERCOATING (10 BAYS)
21
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TO
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0,1.
TOP EL. == 76,60
INV, N, = 74,98
INV, E, == 74,90
l><
,,':\,
^, .<<1
~I
~ WASH
~'" 15' HIGH
,':J'
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/
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0'.
Q
ON E STORY
BUILDING
(TO REMAIN)
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x
;::L. == 76,8~':'"\.
'1' == 7 .?-".6
QI "
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~~c:::::=::2~c:::::::Ic=::Jc=::::::J~c::=:::J
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---
S.89i2'10"E.(M)
S.89i3'31"E.(D)
10' MIN
639.05'(M)
639.04'(0)
ZONED RS- 8
LEON W. &
BETTY G. CLARK
2080 DRUID PARK DR. N
CLEARWATER'14625
PROP SED 6' HIGH SOLID MAS NRY WALL(TYP)
BORDE S SINGLE FAMILY (RS- ) ZONING
CENTER~INE OF WALL 2' OFF PROPERTY LINE
x UNLESS ~THERWISE NOTED. I /
ZONED RS-8
OLGA BORANGA \ZONED RS-8 ZONED RS-8 J 2066 DRUID PARK DR. N
670 DRUID PARK DR W ROBERT V, ZENS IDA ARMITAGE C/O CLEARWATER, FL 34625
CLEARWATER, FL 34625 2054 DRUID PARK DR. N JOHN MEER JR.
CLEARWA TER, FL 34625 2060 DRUID PARK DR.
CLEARWAlER, FL 34625
ZONED RS-8
LEE A GEORGE &
ICANDACE A. RAVENSTElN
12070 DRUID PARK DR. N
CLEAR7' FL 34625 I
ZONF.:D RS- 8
SHIRLEY M. KUHN I
2074 DRUID PARK DR. N
CLEARWA lER, FL 34625 I
I ZONED RS-S
JERRY A, &
I CHERYL HURD
v'
ZONED RS-S
GUISSEPPE de
CA TERINA CALELLO
2078 DRUID PARK DR. N
I CLEARWA lER, FL 34625 I
v
5)
USE APPROVED JANUARY 6. 1998 SUBJECT TO THE FOLLOWING:
THE REQUISITE BUILDING PERMIT SHALL BE OBTAINED 'MTHIN ONE YEAR OF THE PUBLIC HEARING DATE OF JAN 6, 1998
THERE SHALL BE NO DELIVERIES BETWEEN 10: 00 PM AND 7: 00 AM ON ANY DAY OF THE WEEK
ELEVATION DRAWINGS OF THE BUILDINGS SHALL BE SUBMITIED TO STAFF FOR REVIEW PRIOR TO ISSUANCE OF A BUILDING PER~IT
SALES AND SERVICE HOURS SHALL BE LIMITED AS GIVEN IN THE APPLICATION:
SALES HOURS: 8: 00 AM TO 8: 00 PM, MONDAY THROUGH FRIDAY; 9: 00 AM TO 5: 00 PM SA TURDA Y; CLOSED SUNDAY
SERVICE HOURS: 7:00 AM TO 6:00 PM, MONDAY, 7:00 AM TO 7:00 PM TUESDAY THROUGH FRIDAY; 8:00 AM TO 5:00 PM SATURDAY; CLOSED SUNDAY
A SIX-FOOT HIGH SOLID MASONRY BUFFER WALL SHALL BE INSTALLED ALONG THE PROPERTY LINES ADJACENT TO SINGLE
FAMILY RESIDENTIAL PROPERTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. LOCATION OF THE WALL 'MTHIN THE LANDSCAPED AREAS
SHALL BE WORKED OUT 'MTH STAFF PRIOR TO ISSUANCE OF A PERMIT. BOTH SIDES OF THE WALL SHALL BE FINISHED 'MTH STUCCO AND PAINTED.
ACCESS TO THE PARKING LOT ON BAMBOO LANE SHALL BE PERMITTED PROVIDED REZONING REQUEST Z 98-01 IS APPROVED BY THE CITY COMMISSION
(REZONING Z 98-01 WITHDRAWN) .
9)
CONDITIONAL
1)
2)
3)
4)
7)
8)
6)
KING ENGINEERING ASSOCIATE$, INC.
Engineers. Planners. Surveyors. Scientists . Land~cape Architects
II 249~ u.s. 19 N.
Clearwater, FL 3J763
. (813) 791-1441
- .,. '-..
'0
50 lOWest Kennedy Blvd.
Suite 200
Tampo, FL 33609
(813) 282-0111
CARLISLE LINCOLN MERCURY
FOR
CARLISLE MOTORS, INC.
2085 GULF TO BAY BLVD.
CLEARW A TER. FLORIDA 3462S
, (813) 460-0867
i
O 8406 Massachusetts /we.
, . Suite A-2
New' Port Richey, FL 3~3
(813) 846-0904
_.~_____~"_""_ ~.. __ "'_L-__.
, .
v-
==
,t
,,-(
LINE TABLE
LINE
DISTANCE
BEARING
IT]
m
o
~
@]
[!]
[1]
S.00'25'55-E. 292.00'(N)
S.00"24'21 -E.(P)
S.21.14'4J"E.
S.21' 1 3'09.E.(P)
S.89'23'13"E.
S.89'21'39"E.(P)
N,21'14' 43"W.
N.21.13'09"W.
S.89'23'13"E.
S.89'21'39-E.(P)
N.21'14'43"W.
S.21.13'09-E.(P)
N.00"25'55"w. 2 1 1.95'(N)
N.00'24'21 "w.(P)
38.73'(N)
21.55'(N)
43.10'(N)
43.47'(P)
21.55'(N)
4.37'(N)
<:}
,x """'"
,,'0'
,\'0'
\
- I
-,
/0. /\'O>Q ,
ZONED RS-S
ESTEUA M. BROWN
2086 DRUID PARK DR. N
CLEARWA TER, FL 34625
/
(N)
~b~
S.I.R.
F.I.R.
F.C.N.
FND.
.I/No.
G.T.E.
PED.
ELECT. ,.
B.F.P.
(1YP, )
CONC.
P.O.B.
P.O.C.
W.F.
C,LF.
0.1.
C.B.
C.O.
M.H.,
W.M.
G.V.
F.H.
J.B.
HC.
LT.P.
F.P.C.
P.P.
I.V.
SECTION
BBREVIA TION TABLE
=-
N EASU RED
PLAT
DEED
SET IRON ROO, 5/8"
FOUND IRON ROD. 5/8.
FOUND CONCRETE NONUNENT,
FOUND
NUMBER
GENERAL TELEPHONE
PEDESTAL
ELECTRIC
BACKFLOW PREVENTOR
TYPICAL
CONCRETE
POINT OF BEGINNING
POINT OF CONMENCEMENT
WOOD FENCE
CHAIN UNK FENCE
DROP INLET
CATCH BASIN
CLEAN OUT
MANHOLE
WATER NETER
GATE VALVE
FIRE HYDRANT
JUNCTION BOX
HANDICAP
UGHT POLE
FLORIDA POWER COPRORATlOf
POWER POLE
IRRIGATION VALVE
J
13,
TOWNSHIP
29
~.. ~,..
-
,-
SOUTH,
15
EAST
N
-EXISTING LEGEND
PROPOSED 6' HIGH SOLID MASONRY WALL(TYP)
BORDERS SINGLE FAMILY (RS-8) ZONING '
CENTERLINE OF WALL 2' OFF PROPERTY LINE
UNLESS OTHERWISE NOTED.
FINAL
,.
-
,.
4 .x~.
,.
..
,.
-
,.
=
..
..
,.
:=
:=
=
:=
:=
,.
:=
z
=-
=
:II:
~-+-
~~D
~~~
SITE
PLAN
----f: _._,
.
\
\
".'
RANGE
b
FLOOD ZONE NOTE:
THIS PROPERTY IS IN ZONE X, PER F.E.M.A FLOOD INSURANCE
RATE MAPS, COMMUNITY-PANEL NUMBERS 125096 0016 B AND
125096 0017 B, BOTH MAPS DATED JUNE 1, 1983.
.
~""'C:WIiII
.
~,
~
o
I
~
a
~
o
a
.
@
.J:l.
A
~
CLEANOUT
CONCRETE
DROP INLET
FlRE HYDRANT ASSENBL Y
FLORIDA POWER CORPORATION
TRANSFORNER PAD
G.T.E. PEDESTAL
GATE VALVE
HANDICAP
JUNCTION BOX
LIGHT POLE
SANITARY NANHOLE
POWER POLE
WATER NETER
WELL
SIGN
IRRIGATION VALVE
ELECTRIC BOX
~G
GC)
a
r~W
a::: >
O~O
~z~
Ul-W
o a:::
Z::::>w
OCD Q)
501
ROPOSED LEGEN
M GATE VALVE
~ FHA FIRE HYDRANT
I WATER MElER
.
.
60
GULF-TO-BAY BOUlEVARD
I
DRUID ROAD
19. THE SITE IS LOCATED WITHIN FLOOD ZONE -X-JAREAS OF 500-YEAR FLOOD; ARES OF
10o-YEAR FLOOD WITH AVERAGE DEPTHS OF SS THAN 1 FOOT OR WITH DRAINAGE
AREAS LESS THAN 1 SQUARE NIlE; AND AREAS PROTEClED BY LEVEES FRON lao-YEAR
FLOOD) AS SHO~ ON FlRN FLOOD INSURANCE RAlE NAP - PANElS 125096-0016,0017 0,
DATED AUGUST 19, 1991.
20. AlL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION
TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE
DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER EROSION AND SILTATION
CONTROL POLICY.
21. RAISED CURBS TO BE CONSlRUCTEU .-HERE I"', ~IOR LANDSCAPE AREAS ABUT
PAVEWENT.
22. NO TREE RENOVAL OR LAND ALltRATlON SHALL TAKE PLACE UNTIL A PERt.AIT HAS
BEEN ISSUED BY THE CITY ~ CLEARWATER (CITY CODE CHAPTER 98). THE
CONTRACTOR IS TO EXERCISE EXlRENE CAul10N IN THE VICINITY OF "TREES TO
REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROW HIS 'M:>RK OR ANY
VIOLA TION OF CITY OF CLEARWATER COOES.
23. TOPOGRAPHIC AND BOUNDARY SURVEY INFORt.4ATlON PROVIDED BY
LLO\IERAS, BAUR & SlEVENS
24. ARCHllEClURAL INFORt.lATION PROVIDED BY HEERY INTERNATIONAL INC.
4010 BOY SCOUT BOULEVARD, TMlP,," FL 33607 (813)875-9656
25. BACKFLOW PREVENTION DEVICES NUST BE INSTALLED BY THE CITY 'MTH
APPUCABLE FEES BEING PAlO BY THE OWl~ER.
26. PRIOR TO ISSUANCE OF A CERTlFlCAlE OF OCCUPANCY AS-BUILTS AND ENGINEER'S
CERTIFICATION ARE TO BE PROVIDED TO THE CITY OF CLEARWAlER ENGINEERING DEPARTMENT.
27. AU PARKING STAlLS SHAlL BE PAINTED WITH 6. WIDE WHITE STRIPING.
ALL STOP SIGNS SHALL BE 36-x36- IN ~ZE AND SHALL BE 7 ABOvt: FINISHED GRADE.
TRAFFlC CONTROL DEVICES SHALL BE INSTALLED AND NAINTAlNED
AT APPROPRIATE LOCATIONS IN ACCORDANCE Yt1TH THE STANDARDS
SET FORTH BY THE NANUAL ON UNIf'OR!-A TRAFfIC CONTROL DEVICES
AS ADOPTED BY THE FLORIDA DEPT. OF TRANS. UNDER RULE 14-15.010,
FLORIDA ADMINISTRATIVE CODE.
PROPOSED UGHTlNG TO DIRECTED AWAY FRON RESIDENTIAL AREAS AND SlREET RIGHT-OF-WAYS
FlRE/SANITATION VEHICULAR PATH TO HAVE A NINIMUM LANE Yl1DTH OF' 26' AND A NININUM
OUTSIDE lURNING RADIUS OF 45'
SIX FOOT SOLID FENCE TO BE C~SlRUCTED OR RETAINED ALONG ALL PROPERTY UNES.
All EXISTING BUILDINGS TO BE REMOVED EXCEPT BODY SHOP
ALL SIDEWALKS TO BE PROVIDED WITH ADA RANPS AS PER FOOT INDEX 1:504
-'
I' "
I I
, I I-
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I '" y 'V ~'/'\ "; 'I'
:'f! ~ --...r--8ORING x x
cL:1 : IIW-~ D,I,
I I I I OP E ,== ,17 -
1-./1 I I I r~ ~V, == " .1 9
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ZONED RM-24 \ : I " n
CANTERBURY INC, II I I ) I U
2025 ROGERS ST. II l: "1: ~ ~
CLEARWA TER. FL 33764 ~ i I : I
VEHICLE SALES: ~ I I I ! ~
5 SPACES FOR 1ST ' ': I
5000 SF OF SALES 1 : I ,I~
~~~~AGE, DISPLAY l 'I:~
lo1F. ~gObO~F E~ ~ I
SALESz STORAGE, 0-'
DISPLAY AREA {,
5 + 167,540 SF / ,,':J
2000 SF = 89 SP
~
~
(/)
~
'...J
=>
()
a::
~
I
~
a::
a::
~
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~
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CD
MANHOlE
INLET
AREA OF INTERIOR LANDSCAPING
x)
VICINITY
MAP
UGHT POlE
- - --.- FlRE/SANITATlON
VEHICULAR PATH
~ EXIST. P A VENENT TO BE REt.AOVED
~ AND NOT REPLACED Yl1THIN
PERIUETER LANDSCAPING
Not To Scale
N
o 40
~
80
I
SCALE
1" =
40'
<3
~':>
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<3
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, ,,,'0'
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~~
<s ~2' CONC, C E
\)/1,
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C.B.
lOP EL. == 75.69
INV. E. == 70.43
INV. N. = 70.43
,<:;c.,
MANHOLE
0(, <,'!- ~G INV. [' & ';< W<<J~ 72~5
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x
ZONED RS-8
THERON D. de
Et.40GENA BURNWORTH
533 BAMBOO LANE
CLEARWA TER, FL 34625
.-...y>
(JI (J1 a x
co<oa
l.lNN
())(J1(,l
. . oi
--~
\) ~ ~
'-" '-" I'Tl
I
I PROPOSED 6' HIGH SOLID MASONRY WALL(TYP)
BORDERS SINGLE FAMILY (RS-8) ZONING
CENTERLINE OF WALL 2' OFF PROPERTY LINE
UNLESS OTHERWISE NOTED.
7-2-98 REVISED PARKING TO SAVE OAKS
6-1-98 ~ISC. REVISIONS PER DRe ~EETlNG ON 5-14-98
4-30-9 ~ISC. SITE PLAN . REVISIONS
1-23-98 REV1SED AS PER CITY OF CLEARWATER COMMENTS
L
NO.
C>>.TE
ALL MAJOR AND MINOR VEHICLE SERVICE MAY BE PERFORMED ON THE AREAS OF THE SUBJECT PROPERTY
ZONED CG (GENERAL COMMERCIAL)
THE SOUTHERN SERVICE BAY DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSURE DEVICE WITH THE
DEFAULT STATUS OF THE DOOR TO BE IN THE CLOSED POSITION.
MINIMUM LANDSCAPING SH ALL BE INSTALLED AS SHO'tVN ON PLANS DISPLAYED DURING JAN 6, 1998 PUBLIC
HEARING IN THE AREAS ADJACENT TO THE BUILDING, 'MTH MORE DENSE LANDSCAPING ALONG CERTAIN
AREAS OF THE NEW STRUCTURES AS DETERMINED ACCEPTABLE BY STAFF.
<s
ZONED RS- 8
FLORENCE JUUS &
SUSAN M. KELLEY
537 BAMBOO LANE
CLEARWATER, FL 34625
o
11"
8"
o
S"
o 0
-
S.89.14'2S.E.(M)
78.66'(D&~)
S.891S'4Q"E.(0)
'~
~
~
"-
f\
ZONED RMH
LAKESIDE MOBILE HOME PARK
JOB NO.
f1EU) BOOK NO.
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SMr_
Di'lE;
11-25-87
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SCALE:
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1. - -40"
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TOP VIEW OF FACES
New Li coin-Mercury Face
(FIXED FACE.)
]1-5 Yall
INSTftLLATION SEQUENCE (8..;1-20 CONVERSiON 'KIT
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Fasten fix ed and removable faces
to the' mounting brackets using
color matched *10 x 1'4" self
tapping screws through oversize
holes pre-drilled in the sign face.
1. Uncrote carton; inventory contents, make sure face
Replace any missing parts,
2. Remove existing signbox end retainers, removing 3 screws each retain~r, only
one end of signbox has removable retainers. Discard retainers ond used
fasteners.
- Top Mounting Brocket
3. Remove existing faces (2) by sliding out of end of signbox case. Destroy
and discard. DO NOT GIVE OR ALLOW REUSE OF EXISTING FACES,
Top Case for S" 7 - 21
Signbox
4. Make any necessary electrical repairs, including relamping, that has been
authorized and paid for by the dealer . Ford Motor Company cannot guarantee
or make payment in behalf of the deoler unless so noted on the instoHation
order .Make sure that the safety cut-off switch is turned on.
5. Affix top and side mounting brackets to the existing signbox case. Fasten
brackets to the case with self-tapping screws through pre drilled holes in
the mounting brackets. .
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^--- New Lincoln-Mercury fc.'::"e
(REMOV ABLE FACE.)
.
111 II R
118'
_::::::=b::~:~~b:::X:_O::~_=::=::_::_ ::::=_=___-=~~rp. 011 corners
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6'.,.611 Ma~(. Text i i _~ 1%) 11
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__1_ ______ _________._ _________ ________ ._____.._ ______._____________ _.___. ..__ __.-- ____.____
T S -11/2x 2 Y 2 x 11'6
Remove Existing
and Discard.
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Faces ------- I I
6. Affix the five (5) bottom mounting brackets around the existing signbox
support bracket tube and to the existing bottom signbox case.
7. Affix the fixed face (without the offset flangeHo the sign case, Fasten
this foce to the top and side mounting brackets using color matched self-
tapping screws through pre drilled holes in the sign face.
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Fasten Mounting Bracket
to Existing Case with *10
x %" Self- Topping Screws. . = ~====-"\
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Column Weldment
MK 4775
New incoln-Mercury Face
(FIXED FACE.)
NOTE:
Sign surface area IS
21-11" x 7'-SYail ,. 21. 9 sq, ft.
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1j-3" DIA,
TYPICAL
ELEV A-rION
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~--- 11-3" Dio. Unreinforced
Concrete Foundation.
Remove Existing F Gees -
and Discard,
EXISTING
L_/M--7-20
s- 7 - 21 SIGNBOX
F ACE CONVERSION
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SCAl.E: 1'/2" 1'-011
r 2"-l
11- 6!1 1'- 6'1 l' -611 1'-6"
i'. -ilI>i'_------.~,~ -----~__-----~-~'Ii>l
i '~1'-8'/ " ~ 1'-8'/4" !~~~ i 21/4" X 4'12" cut-out
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BOTTOM ViEW or FACES -- 3"x4!j2" cut-out
SAFETY
(::UT-OFF'
SWITCH IS
BEHINO
THis FACE
-
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Vinyl self adhesive label
on carrier paper
(black letters. 011 white)
Fasten Mountinq Bracket
to Existin(j Case with *10
x 1'4" Self - Topping Screws.
Trim face cut-outs around the lavvn mount columns (using tin snips) if the
pre-cut cut-outs do not match location of columns.
SEc-rION
~
Next fasten the fixed face to the bottom brackets using color matched
self-tapping screws through pre drilled holes in the sign face.
Scale: 6" '" 1'-0
8. Affix the removable face to the signbox case by positioning the face so
the offset flange overlaps the edge of the fixed face,
Trim face cut-outs around the lawn mount coJurnns (using tin snips) if the
pre-cut cut-outs do not match location of columns.
Remove Existing
and Discard.
Faces ______ I i
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t I . Fasten Mounting Bracket
~) J to Existing Case with *10
"..--___:::,:::::::: _./ .x 1'4" Self-Tapping Screws.
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( .--- New Lincoln-Mercury Face
I (REMOVABLE FACE')
I
Next fasten the face to the top, side and bottom btacketsLlsing color
matched self tapping screws through pre drilled holes in the sign face.
9. Affix safety cut~off switch label 011 face directly over the position of the
switch.
10. Clean up and legally dispose of trash. Take documentation photographs and
obtoin dealers sign-off for completion of work.
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BILL OF MATERIALS
Bottom Case for 3-7-21
Signbox
5511 x 118" X .187" thick SGC100A Lexan clear polycarbonote sheet
(conforming to Pord Motor Co. specs.> Formed, trimed and decorated. 2
75-*10 x 0/411 stainless steeh self tapping, pqn head, phillips, sheet metal screw;:;
with neoprene washers. Point heads to match color of sign foce,
F or two color background provide 36-black and 39-red,
Bottom Mounting Brackets
j.....
One- safety lobel, vinyl, self adhesive
Brackets: (1)-MK 12656, (5)-MK 12657, & (2)-MK 12658
COLORS:
Black- - -Lacryl L880 .opaque
Red---Lacryl L8-8388, bock with white Lacry! L801 than with
grey Lacry! L80S and back with white Lacry! 801.
18"
+--',.
1!j4 II
· ~1iIo"f
111!Y411 11/4"
-----'."T-'~"'I---....
2 1/8 II 1'8 ,.
.ca---
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- Fasten fixed and removable faces
to the mounting brackets using
color matched *10 x 14" self
tapping screws through oversize
holes pre-drilled in the sign face,
2V811
SE C-rl()N
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Scale; 6" '" 1'-0
NOTE; Trimmed edges of. faces should be clear or the respective face color.
SHIPPING NOTE; Each kit sholl be packagedina heavy duty cardboard box.
New linCOln-Mercury Face
(REMOVABLE FACE.)
- Remove Face Retainer
and Discord.
/- Side Mounting Bracket
INST ALLA TION DRAWING
51-6fl MOUNTING HEIGHT
LAWN MOUNT CONVE'RSION
--...__~~ -.--................... r rr~
ROSS. BRYAN ASSOCIATES iNC.
ENGINEERS
NASHVILLE , TN. 37212
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6-6-97 GENERAL REVISION
DATE
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B:" ~. Copy
Av-.'.: ::. h''''
<[""!."''''''.I' -
FORD MOTOR COMPANY
DEALERSHIP REAL ESTATE OPFICE
DEARBORN MICHIGAN
Fasten fixed and removable faces
to the mounting brackets using
color matched *10 x 1'4fJ self
topping screws throuqh oversize
holes pre-drilled in the sign face,
-~---
FORD PROJ. NO.
LINCOLN-MERCURY
IDENTIFICATION PROGRAM
~..--- r-
Dwe, TITLE
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----~~l Remove Face
and Discard.
h________/' . _ New Lincoln-Me1rcury Face
(FIXED FACE')
--~~
SECTION
-
. co
;s::
Retainer
DR'G, DATE; 12-17-96
CHK'D.
COORD'R
SIGN MODEL
S-7~20 DIF LAWN MOUNT
CONVERSION DEI AILS
38 PSF DESIGN
DRN,BY
APPR'D,
JOB NO,
DKW
. 96 4825
...-"....
7'-518" FACE LENGTH
SAFE-fY
LABEL
[)ETAf lS
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b1W~E65 0
SKEET NO,
Scale:
611 =
1'.0
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T-3Y811
1~6 II
1'- 1"
1Yl61l
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18"
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:C- S-7-21 Signbox ~se
Top Bracket U265~J
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i Existing pan faces shall be r
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SIDE J?R~CKET i L! i .j
11265[] ; j Bottom Brackets 112657 Iii
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717)6 II! r-6" ! 1'-6" i 11-6" 1 1'-6" ! 715116 11
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COLUMN WELDMENT Mi< 4775
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ELEVATION
EXIS-rING
BRACKETS FOR
S-7~21 SIGNBOX
L/M-7-20 FACE
WITf-i
CONVERSION
-----=----~'~'~~~_.~~
SCALE: 1Yz" '" r-oJl
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7'-11'
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1 r-s"..j 21/2'1
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iL- 10-.204" Oia.iholes ; -
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23/11
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Yall X YZ" neoprene weather-strip
(wrap under 1" each end.)
TOP BRACKET MK 12656
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(*6 bit.)
Yell x YZ" neoprene weather-strip
(wrap under 111 each endJ
END VIEW
SIDE BRACKET MK 12658
L
-
6-6-97
OATE
...,........;..-
CENERPL REVISION
ISS1JEOF'OR
2- ,204" Dia. holes
(1f6 bit.)
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fORO PROJ. NO.
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LINCOLN-MKHCURY
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IDENTIFICATION PF~OGRAM
Best C....}
AvaUable
DWG, TITLE
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Yet X Y2" neoprene weather-strip
(wrap under 111 each end.)
Bo-r-rOM
8RACKETMK 1265 7
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