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SHEE T INDEX
BREVARD COUNTY
1 of 5 SITE SURVEY � 'No'pN p�,� COUNTY
2 of 5 SITE PLAN & DATA � SUeiECrws
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3 of 5 PA VL)vlG, GRADIND, AND DRAINAGE PLAN
4 of 5 LANDSCAPE PLAN0
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5 of 5 MISCELLANEOUS DETAILSW,
TO
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S-1 FO UNDA TION PLAN 1-95
S-2 MAIN FLOOR PLAN LOCATION MAP
S-3 ELEVATION PLAN
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CARTER ASSOCIATES, INC.
C."'ONSUL TING ENGINEERSAND •
1708 21 t STREET 61— 5 62 — 4191 (PHONE) I�RVNFL
VERO BEACH, FLORIDA 3290 5 1-562--7180 (FAX)
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TO BE MODIFIED / N �
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DUMPSTER PAD �� 10,25.65 �� O
� � + W/ ENCLOSURE p 0, 36.5 / o `'26.3
6S PROPOSED 6" / ��) , O G�
VERTICAL CURB
(TYP. SEE DETAIL)
0 �,� OQ --T -------T-- +
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+ 20.0 + 20.0 5' S' R
--- 23 ---
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24.0 A �S \ 50.0
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ELECTRICAL BOX +
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vv EXISTING PARKING LOT
EXISTING PARKING LOT �` 1
V N \
SANITARY SEWER MANHOLE I \ 0 G \'
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(TYPICAL X 4) \ .G �o
PROP. I t
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T U. S.1 A
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6' 8.2' SOUTHBOUND 10' 7.3' 15.5'
LANES
SNOv`O�R
PROPOSED
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NO, I REVISION
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27.5
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26.5
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25.5
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24 5
3.8'
P�RADE
OPOSE
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EXISTING
-�
GRADE
'PROP.
EXIS
. GRATEC
EXIS
. CAT
EL
25.45
BAST
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FIED A)
DE
ICTED
10 0 10 20 30 40
SECTION A -A
SCALE:1 "=10' HORIZONTAL
1"=1' VERTICAL
_ COASTLINE
CITY OF SE = ASTIAN
30 20 10 0 10
SECTION B-B
20 30 40
R
10'
13.5'
13.5'
10'
PROP.
FOUNDATION
C
LANDSCAPE
BUILDING
LANDSCAPE
��
EASEMENT
STRIP
JP
2 62
5
5
F.F. EL. = 26.5
I/
�2 tk
4.3' f
BOTTOM OF
FOOTING
3
3
-NATURAL GROUND
EL. 25.2
BOTTOM OF
RETENTION
EL. 20.0
NOTE:
FULLY SOD
ALL DISTURBED AREAS
SECTION
C-C
SCALE:1 "=10' HORIZONTAL
1 "=1' VERTICAL
DATE:
PROJ.
MAY,
NO:
1998
98-44E
CAR TER
A SSOCIA TES.,INC.
N C ■
9
DRAWN
BY:
G. K. B.
CONSULTING ENGINEERS
AND LAND SURVEYORS
APPD.
BY:
J. H. B.
1708 21 st
STREET, VERO BEACH, FL
32960
DRAW.
F. B.
NO:
NO:
952-98E
PAGE:
561-562-4191
FAX: 561-562-7180
SCALE:1 "=10'
Serving Florida �,�
` SEAL
Since 1911 J H. BLUM DATE
FLO IDA REG. P.E. #45813
LEGEND
EXISTING ELEVATION
PROPOSED ELEVATION
EXISTING CONTOUR /
20.0
ELEVATION
PROPOSED DRAINAGE
_
FLOW DIRECTION
so
COASIUNE TIRE do AUTO AIR, INC. SHEET
SITE PLAN APPUCA110N 30F
PAVING, GRADING &DRAINAGE S
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20' EASEMENT PER O.R.
BOOK 837, PAGE 1445 & 1446
TO BE RELOCATED TO WEST
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I. PERIMETER LANDSCAPING ADJACENT TO PUBLIC RIGHTS -OF -WAY
A, WEST PROPERTY LINE ABUTTS F.E.C. RAILROAD - NONE REQUIRED
B. EAST PROPERTY LINE = 151.91 LF
TREES REQUIRED = (1 TREE / 35 LF) A 151.91 LF = 5 TREES
TREES PROVIDED = 5 + (5 w 25%) = 7 TREES
NOTE, 25% ADDITIONAL TREES REQUIRED IN RIVERFRONT DISTRICT
C, SCREENING MATERIAL - HEDGES
SHRUBS REQUIRED = (1 SHRUB / 10 LF) 0 151,91 LF = 16 SHRUBS
SHRUBS PROVIDED = 16 SHRUBS
DUMPSTER PAD
W/ ENCLOSURE
18.7'
15' LANpSCR
Q CA 0
0 0
II, PERIMETER LANDSCAPING OUTSIDE OF R-O-W
A, NORTH PROPERTY LINE = 248.4 LF
TREES REQUIRED = (1 TREE / 50 LF) 248,4 LF = 5 TREES
B, SOUTH PROPERTY LINE = 300.42 LF
TREES REQUIRED = (1 TREE / 50 LF) 300.42 LF = 6 TREES
TREES PROVIDED = 11 + (11 0 25%) = 14 TREES
NOTE, 25% ADDITI❑NAL TREES REQUIRED IN RIVERFR❑NT DISTRICT
C SCREENING MATERIAL - HEDGES
SHRUBS REQUIRED = (1 SHRUB / 10 LF) * (248.4 + 300,42) LF = 55 SHRUBS
SHRUBS PROVIDED = 55 SHRUBS
322.78' N90'00'00"W
EXISTING PARKING LOT
INTERIOR LANDSCAPING - OFF-STREET PARKING
A. REQUIRED,
LANDSCAPE AREA = (12 SPACES) 0 (10 SF / SPACE) = 120 SF
BP PROV I DED,
LANDSCAPE AREA = (100 + 100) SF = 200 SF
TREES PROVIDED = (1 TREE / 100 SF) w (200 SF) = 2 TREES
TREES PROVIDED = 2 + (2 w 25%) = 3 TREES
NOTE, 25% ADDITIONAL TREES REQUIRED IN RIVERFRONT DISTRICT
SHRUBS PROVIDED = N/A
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ELECTRICAL BOX
Cl
EXISTING PARKING LOT
EXISTING
SANITARY SEWER MANHOLE
(TYPICAL X 4)
IV. INTERIOR LANDSCAPING - IMPERVI❑US AREA
A, REQU I RED,
LANDSCAPE AREA = (2 SF / 100 SF IMPERVIOUS) * (31,863 SF IMPERVIOUS) = 637 SF
B, PROVIDED;
LANDSCAPE AREA = 933 SF
LANDSCAPE PROVIDED = GRASS GROUND COVER
COASTLINE • AUTO AIR, INC
CITY OF SE=6%37oa
1
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GRAPHIC SCALE
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20
0 10
20 40
(
( IN FEET )
�I
1 inch = 20 ft.
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- BUILDING AREA
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NEW CONCRETE PAVING
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- PROPOSED MAPLE TREE
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- PROPOSED OAK TREE
\
- PROPOSED SHRUB
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\
50 00
\
1
V, INTERIOR LANDSCAPING - N. O, S.
A. REQUIRED,
LANDSCAPE AREA = (26, 072 SF OPEN) - ( 7, 078 SF RETENTION) -
( 3, 662 SF EXIST, EASEMENT) = 15, 332 SF( 26%)
LANDSCAPE AREA = (1 TREE / 2000 SF) 0 15,332 SF = 8 TREES
TREES PROVIDED = (1 TREE / 2000 SF) w (15,332 SF) = 8 TREES
TREES PROVIDED = 8 + (8 w 25%) = 10 TREES
NOTE, 25% ADDITIONAL TREES REQUIRED IN RIVERFRONT DISTRICT
VI, RIVERFRONT DISTRICT ADDITIONAL LANDSCAPE REQUIREMENTS
A, FOUNDATION LANDSCAPE STRIP FOR BUILDINGS 12'-25' IN HEIGHT
REQUIRED AREA = (60 + 95) LF 0 10 LF WIDE = 1,550 SF
PROVIDED,
TREES PROVIDED = C 1 TREE / 10 LF) w( 155 LF) = 16 TREES
SHRUBS PROVIDED = < 3 SHRUBS / 10 SF) w( 1550 SF) = 465 SHRUBS
NOTE, FOUNDATION LANDSCAPE STRIPS SHALL NOT BE SODDED BUT SHALL
BE COVERED IN MULCH
OVERALL LANDSCAPING REQUIREDI
TREES = 50
SHRUBS = 465
NOTE, THE 16 TREES REQUIRED IN THE FOUNDATION LANDSCAPE
STRIP MAY BE REDUCED TO 8 IF AT THE TIME OF PLANTING
THE TREES ARE AT LEAST 12' IN HEIGHT,
DATE: MAY, 1998
PROJ. NO: 98-44E
DRAWN BY; G. K. B.
APPD, BY; J. H. B.
DRAW, NO, 952-98E
F, B. NO: PAGE,
CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND LAND SURVEYORS
1708 21st STREET, VERO BEACH, FL 32960
561-562-4191 FAX: 561-562-7180
4 13- U-qq>
JOH H. BLUR DATE
FLORIDA REG. P.E. #45813
1, TREES SHALL MEET THE FOLL❑WING
SPECIFICATIONS,
A. 7 FEET ( MIN.) IN HEIGHT
B, 2-INCH CALIPER (0 a TIME OF PLANTING)
C, 5 FEET OF CLEAR TRUNK
D. 20-FOOT MATURE CANOPY SPREAD
2. ALL CANOPY TREES SHALL BE
MAINTAINED IN THEIR NATURAL STATE
WITH MINOR PRUNING TO AVOID
CONFLICT WITH OVERHEAD WIRES
3. HEDGES SHALL BE A MINIMUM
OF 24' IN HEIGHT AT TIME OF
PLANTING.
4. HEDGES SHALL BE PLANTED TO FORM
A CONTINUOUS, UNBROKEN, SOLID SCREEN,
5. ALL GROUND COVERS SHALL BE
PLANTED IN SUCH A MANNER AS
TO ACHIEVE 100 PERCENT COVERAGE
WITHIN 90 DAYS,
6. ALL PLANT MATERIAL SHALL BE
FLORIDA NUMBER ONE OR BETTER IN
QUALITY AND FREE FROM ALL INSECTS,
DISEASE, AND PESTS,
7. ALL LANDSCAPED AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC
IRRIGATION SYSTEM,
8. 51 - 100 PERCENT OF THE REQUIRED
LANDSCAPE MATERIAL SHALL BE OF
A DROUGHT TOLERANT SPECIES.
COASTLINE TlRE & AUTO AIR, INC.
SITE PLAN APPUCA11ON
LANDSCAPE PLAN
80
SHEET
40F 5
w
NO,
12'
O O
r— -- -- — — — — -- -I
6" Conc. Slab w/ I
6 x 6 10/10 W.W.M.
I I
I
12'
i
0
I I
i
I I
DUMPSTER ENCLOSURE DETAIL
N.T.S.
2,_6„
4" Dia. x 42" High
Steel Bollard
w/ 18" Embedded Into
Concrete
12" x 18" Conc. Footing
w/ 3 #5 Bars Cont.
6' High Opaque
Wood Fence
6' High Wood Doors
w/ Tube Steel
Framing And All
NEC. Hinges & Latches
I I 4000 PSI Concrete
CONCRETE WHEEL STOP DETAIL
N.T.S.
6" CURB
111
STORE ENTRANCE
RAMP DETAIL
N.T.S.
zf nff
CONCRETE FLUME DETAIL
N.T.S.
FIV
Joint Seal
Conc. Pav't.
M
2 Exp. Joint And
Preformed Joint Filler
TYPE D
(PER FL D.O.T. INDEX No. 300)
VERTICAL CURB DETAIL
N.T.S.
COASTLINE TIRE & AUTO AIR, INC.
CITY •OF SE = ASTIAN
(FTP-25)
HANDICAP
SIGN
12'
5'
NJ
v
ACCESS AISLE
r
1
WHITE
N
BLUE
' BLUE
N
WHITE
4' WHITE D,O,T,
TRAFFIC PAINT
NOTEi USE ONLY D,O.T, TRAFFIC PAINT FOR STRIPING
TYPICAL HANDICAP PARKING SPACE W/ ACCESS AISLE
N.T.S.
I~y
4' WHITE D.O.T. TRAFFIC PAINT (TYP,)
2.5' STANDARD 6'
WHEEL STOP
Li
TYPICAL PARKING SPACE
N.T.S.
AXE
NOTE: AT PROJECT COMPLETION ALL RETENTION AREAS TO BE FULLY SODDED
TYPICAL RETENTION DETAIL
N.T.S.
6" Thickness
Light Broom Finish
� 4 �
12" Sub rode Stabilized To 98% Of Poured In Place Concrete, Reinforced
g With W/ 6"x6" 0 / 0 Welded Wire Mats
Maximum Density (AASHTO T-180). Or Fibermesh
Constructed Of Coarse, Granular
Material.
CONCRETE DRIVE / PARKING SECTION
DATE1 MAY, 1998
PROD, NO, 98-44E
DRAWN BY, G, K. B.
APPD. BY: J. H. B.
DRAW, NO: 952-98E
F. B. NO: PAGE:
N.T.S.
CARTER A SSOCIA TES, INC.
CONSULTING ENGINEERS AND LAND SURVEYORS
1708 21st STREET, VERO BEACH, FL 32960
561-562-4191 FAX: 561-562-7180
INVERT IN
z
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0
1 r 3'
r— MINIMUM 65 LB. COVER (TYP.)
BRICK RISER AS NEEDED
- MIN 4' TO FINISHED GRADE OF SIDEWALK
MORTAR SEAL (TYP.)
6' MIN.
INTERIOR SEPTIC TANK—_j
COMPARTMENT WALL
OUTLET TEE (SERTIC TANK)
FILTER SOCK AS REQUIRED
TWO-THIRDS
TANK VOLUME
ONE-THIRD
TANK VOLUME
4' 0 OPENING FOR SEPTIC AND/OR GREASE TRAP TANKS
24' x 24' ❑PENING FOR DOSING TANK DISCHAMI
INTERIOR SEPTIC TANK
COMPARTMENT WALL
I
TWO-THIRDS ONE-THIRD
TANK VOLUME TANK VOLUME
h .
DESIGN NOTES,
1. TANK DESIGN REQUIREMENTS SHALL CONFORM TO THE MINIMUM
TECHNICAL STANDARDS OF F.A.C. CHAPTER 64E-6.013
2. MIN, #3 REBAR @ 6' ❑.C.E.W. TOP AND BOTTOM
MIN, #3 REBAR @ 12' O.C.E.W. WALLS
3. 3000 PSI CONCRETE @ 28 DAYS. TYPE II CEMENT
4. ALL STRUCTURE JOINTS TO BE MADE WITH MASTIC 'RAM-NEK'
TYPE MATERIAL, ALL ❑PENINGS ARE TO BE WATERPROOF
SEALED USING ANTI -HYDRO GROUT.
1 1/2" Type S-1 Asphalt
8" Stabilized Subgrade 6" Limerock Base
0 98% Density Per AASHTO T-180 98% Density
L.B.R. = 100 Per AASHTO T-180
ALTERNATE
ASPHALT DRIVE / PARKING SECTION
N.T.S.
Serving Florida
Since 1911
INVERT OUT
6' MIN.
6' MIN.
--MORTAR SEAL
(TYPJ
GENERAL NOTES,
1, MINIMUM SEPTIC TANK CAPACITY IS 1,650 GALLONS. THIS MAY BE
OBTAINED BY EITHER HAVING ONE TANK OR TWO TANKS IN SERIES.
IF TWO TANKS ARE USED IN SERIES THE FIRST TANK MUST HAVE
2/3 THE REQUIRED CAPACITY WHILE THE SECOND TANK WILL HAVE
THE REMAINING 1/3 OF THE REQUIRED CAPACITY.
2. A FLORIDA REGISTERED SEPTIC CONTRACTOR SHALL PROVIDE AND
INSTALL THE SYSTEM IN ACCORDANCE WITH ALL REQUIREMENTS
OF CHAPTER 64E F.A.C.
PRECAST SEPTIC TANK DETAILS
N.T.S.
117=�
jbHO H. BLUM DATE
FL' IDA REG. P.E. #45,313
COASTLINE TIRE do AUTO AIR, INC.
SEAL SITE PLAN APPLICATION
MISCELLANEOUS DETAILS
SHEET
S OF
n � 1
y
mow__ PZ2 FA IC ATED l<1MFTA,._ DU1 1 ,
AND A (> C Q BOLTS BY OTHP-'f9 S
16" X 50' CQN . FTC V\R (3) uS
o _ BOTTOM (2) n5 TOP, g� AD�D� =5
AS ItZIGA TEC) ON PLAIN
=3 STIPR PS EAUCH SIDE OF ANCHOP,
s _ BOLTS AND A`-, P�-.01D TO SLPP P.T
STD'
LAY 13LDG.
L
V'1iV\l+M, 28 DAY S i K{_.t'V' J-1._i `ScI pst
}
SCALE
NO .r CH SLA3 AS
®1 = CAI E ?,f 4, A..4
r r•= FARO t`, FD krF---TbiL Pk +l1 l); 1
ANC -,(,V 5 BY t}THF-pb
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E.,EL
V y X6 l-4 Vl;.4Hti/cel. SL-,;kR '.
!6
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28* 6' _ _ _
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- ��x�yi"' - f iRr K.4+
_- .,JCS.+..--.+.........
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FOUNDATIONPLAN
f OTE
1. TIE NEW ELECTRICAL 1 C IREMENTS TO EXISTING
5. NV --TA'— UU4LDING .S ,z..IF-SHALL l )QO%/I
8l ##DING.
SHOP DRAWII S FOP NAAjN B ILIDIN , FRONT
PCI 0 BACK GCV -PED VVOPK AREA
2 PVOVIDE METAI- BL ILC)ING SHOP DWAVVIINSS, SEALS `
BY A FLOQ'IDA 12ECI STEQED EI',0lPsIEEQ SHOP E?QAVdINC-:)S
a.
SHALL SHOW ALL COLUMNS, BEAMS, R-9Z-INS, JOIST
ROOF AJ\0 ;tVAL.L. PAWELS, CONt CTIOf lS, ANC -K)R CQLTS
ETC. BUILDIN SHAL I BE DESIGNED FCC A 1,00 tit-; 'WIND
LOAD PEP C-3-4APTLP 16 OF ,THE 1994 STANDAQ0 Bt. 1—DI ti'G
DESIGN LOADS
CODE:
3. VEPIF`i" COLLJM l LOCATIONS VVITN METAL Ir UIL.DW
SLAB ON GQAD,E 100 RSF
%VIM DESIGN 100 MPH
PAGE
4. ALL. ,451R RUCTION INCLLJOO G R- IN(G, ELECTRICAL
STAB AIZE SS'L�QE 22 PSF SHAPF FACTGQ PER 1994 SEYQ
AND M CHANICAl.S-ALL. AD-ETO THE P s2-;N`,
5✓, >Tg'✓h6D riVtotV^fJI^r NATIONAL ti-,SIsMk
CODE, STANDARD MECHANCA.. CODE Ate ALL OTHER
. -:...aiSYCN�- � SiGE3 2000 PS -;
CODES �?EW BY I1�lAN RIVER COUNTY «
-
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PAGE: