HomeMy WebLinkAboutBuilding PlansLEGEND
LANDSCAPE
COJ
OAK TREE WITH TRUNK
WW
DIAMETER IN INCHES
0
LIVE OAK TREE
12' MIN. HEIGHT AT PLANTING '
DAHOON HOLLY7v '
10' MIN. HEIGHT AT PLANTING
EXISTING HEDGE
3'-0" .HEIGHT
® VIBURNUM HEDGE
PLANTED AT 30 O.C: AND 18" MIN.
HEIGHT AT TIME OF PLANTING
LANDSCAPE DATA
1, TREES ALONG 31ST STREET = 1 TREE/30 LF (100 LF) = 3.3 TREES
2. TREES ALONG INDUSTRIAL THREE = 1 TREE/30 LF (140 LF) = 4.7 TREES
3. TREES ALONG 29TH STREET = 1 TREE/30 LF (370 LF) = 12.3 TREES
4, TOTALS
TOTAL TREES REQUIRED = 21 TREES
TOTAL TREES EXISTING = 7 TREES
TOTAL TREES PROPOSED = 14 TREES
TOTAL TREES PROVIDED = 21 TREES
LANDSCAPE NOTES
1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF THE ST. LUCIE COUNTY LOWS..
2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3"
WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH.
3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN
AUTOMATIC SPRINKLER SYSTEM.
4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES
AND/OR SHRUBS SHALL BE FULLY SODDED.
5. ALL HEDGES TO BE A MINIMUM OF 18" IN HEIGHT AT TIME OF
PLANTING.
LEGEND: I'
- ONE - = OVER HEAD UTILITIES
-- o - = CHAIN LINK FENCE
L = UTILITY POLE ANCHOR
n = WOOD POWER POLE
® = SANITARY MANHOLE
CEK] = LIFT STATION
o Or OVERFLOW STRUCTURE
e"4 = WATER VALVE
® = WELL
® WATER METER
kt = FIRE HYDRANT
CONCRETE
ryth
x = DENOTES ELEVATION (TYPICAL)
EL. = ELEVATION
INV. = INVERT
CONIC. = CONCRETE
W/ - WITH
A/C = AIR CONDITION
SLOG. = BUILDING
PVM'T = PAVEMENT
1 = PLUS OR MINUS
R = RADIUS
T - TANGENT
L = LENGTH
A = DELTA
ASSOC. - ASSOCIATES!
(P) - PLAT
(0) = OBSERVED
F.F. ELEV. - FINISHED FLOOR ELEVATION
BFP = BACK FLOW PREVENTER
CMP = CORRUGATED MZTAL PIPE
RCP or REINFORCED CONCRETE PIPE
W/CONC > WITH CONCRETE ENDS (4'X4')
W/ME = WITH MITEREDENDS
FUND PK NAIL W/BRASS SITE INFORMATION
lie STAMPED CARTER
FOUND IRON ROD W/CAP 15 IpM EL ASSOC. , 20.16' h P ^ eh "ro` OWNER
+
•C * 4 ' j MAVERICK BAOT COMPANY, INC.
STAMPED "2391" >• 1 1 NDUSTRIAL 31ST STREET
ExISnNG
c
I
3054 1
FT. PIERCE. FLORIDA 34946-8630
!
561 -465-063t
N 89'30'00-, E
�'
swA�29 50 } _.
- i
Xv« t :
_
SURVEYOR
FNC 1.31'
a: -
rN¢
I40.00'
TES. INC.
,'
'
REET
1
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.,
4=h
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VERO BEACHSTFLORIDA 32960-3472
.ti:'
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1
-
-..
....._. ....
"
:, i
561-562-4191
r
1
'
FOUND IRON ROD
W/CAP
ZONING
STAMPED "2391"
IL
I
LAND USE
1
t
INDUSTRIAL
SITE DATA (EXISTING)
:,
^" •°
'
1
SITE AREA = 317.425
SF
= 7.29
Ac
-
100.0%
BUILDING AREA = 33,078
SF
= 0.76
AC
10.47•
CONCRETE AREA = 46,591
SF
= 1.07
Ac
=
14,7%
w
II
1 4
11
w
PAVEMENT AREA �5, �8
SF
0.35
Ac
a,77<
Z
!o
PARKING AREA
;"� AT
GRAVEL AREA
59,900
SF
= 1.37
Ac
18.9%
O
1
(94 CARS)
o
MARL AREA or
TOTAL SEMI -IMPERVIOUS AREA - 74,948
SF
Or 1.72
Ac
23.6%
O
i
1..63
A; a)
'+
TOTAL IMPERVIOUS AREA = 100.869
141,608
SF
SF
= 2.32
= 3.25
Ac
Ac
=
31.8%
44.6%
N
o
1 ,'
,>
Tc
--
,a
,h,;f'
?
TOTAL OPEN AREA
0)
1 A
AEI
t' !.T
1C^
.,
5,,
+
+
4 1 W/MEI
1N.4
SITE DATA (PROPOSED)
• O
I
I
V. 17.4'
INV.
S.•1NV. 17,4
i
1
SITE AREA = 317.425
SF
= 7.29
AC
-
100.0%
4
EXISTING BUILDING AREA or 33,078
SF
= 0.76
Ac
10.4%
'
PHASES 1-3 BUILDING AREA 22.009
SF
= 0.51
Ac
=
6.9%
ADDITION UNDER REVIEW = 6.215
SF
0.14
Ac
=
2.0%
1
`
't '- �
I OVAL RCP
FUTURE PHASE 4 BLDG. AREA 28,760
SF
- 0.66
Ac
-
9.0%
{
m V
n I
W
'
^'''
,,,---1115.
°� / W. INV. 169'
r E, INV. 16.Y
TOTAL BUILDING AREA = 90,062
EXISTING CONCRETE AREA = 46,591
SF
SF
= 2.07
1.07
Ac
Ac
=
-
28.37,
14,7%
,*
PROPOSED CONCRETE AREA or 0
SF
= 0.00
Ac
0.0%
s'
I
' j'•
'''
4 `N 89.30, 00„
�b
.
289.50
!
!
I ^.1
PHASE 1-3 CONC. REMOVED to 15.500
FUTURE CONCRETE REMOVED = 16,463
SF
SF
= 0.36
= 0.38
Ac
Ac
-
4.9%,
5.2%
1
I I
•.
1T
_
I
!
I
I
�� 11
I
TOTAL CONCRETE AREA . 14,628
EXISTING PAVEMENT AREA. 21.200
SF
SF
- 0.33
= 0.49
Ac
Ac
-
=
4.6%
6.7%
I
I
I
I
PROPOSED PAVEMENT AREA or 0
SF
= 0.00
Ac
0.0%
•',
_
TOTAL PAVEMENT AREA 21,200
SF
- 4
- 0. 9
Ac
=
6.7%
1
`,
b '>
i'
M€TAL
°v, OESTRO
uaD1Nc
ED ANO
HA S(+
WIL
�;
I
I ,^
GRAVEL AREA 15,048
SF
= 0.35
AC
=
4.7
a
ry{
"F ql
P
' '"•
^' BE
REC
NS?RUCTED.
j a I «,
I`
�., +
^,
MARL AREA = 59,900
5F
= 1.37
Ac
=
18.9%
1-f
,'t'
!^o'
TOTAL SEMI -IMPERVIOUS AREA = 74,948
SF
= 1.72
AC
=
23 C'.
W
.'r
1
I !
O I
TOTAL IMPERVIOUS AREA = 125.890
SF
= 2.89
Ac
=
39 k
0)
I !
74.14'
'
I
TOTAL OPEN AREA = 116.587
SF
= 2.68
Ac
3C .?„
t
III
¢
66.27
NI I
,(n
r..
i i
METAL
BLDG,
O
S
F.F.
ELEV. 21.22'
m
4.69'
j-'
-+ I'.
O
O
BUILDING HEIGHT
w
I I
N
o,
+
COVERED CONCRETE SLAB
*
fT1 j
0)�
MAXIMUM HEIGHT = 25'
`
GRAVEL DRIVE
O
PARKING DATA
F
i•i''
1!
,;
,�"+
!
m
PARKING REOUIRED
j
I
�
= 2 SPACES/1 000 SF 33 078
_
SF
66
SPACES
I
T I 61 PROPOSED - 2 SPACES/1,000 SF (19.775 SF) = 40 SPACES
TOTAL REQUIRED = 106 SPACES
PARKING AREA -� i I PARKING PROVIDED - IS PAVED SPACES AND 161+ MARL SPACES
(23 CARS) {`
CONSTRUCTION SCHEDULE
START CONSTRUCTION JUNE 1998
FOUND IRON ROD WITH "' I END CONSTRUCTION NOVEMBER 1998
FOUND IRON ROD WITH PLASTIC CAP STAMPED I ,03
.o PLASTIC CAP STAMPED "CARTER ASSOC. I PARKING AREA °^'
FOUND PK NAIL W/BRASS 'F ` tip'?° "CARTER ASSOC.' •,' ♦,h^ ; 11 (44 . CARS) I 'V O 11 PERMITS REQUIRED
TAB STAMPED "CARTER i ^ - J•�
ASSOC." ! " ti p,, 4, i " ST. LUGS COUNTY CONCURRENCY PERMIT
I 1 ST. LUCIE COUNTY SITE PLAN APPROVAL
+-- SWALE---•1I f C'0 50'
r� o.3a' , ,r N 89'30'00" 289.50' .. { , : ST, LUCIE COUNTY TREE REMOVAL PERMIT
N 89'30 00 E _ 32 9' 50 rNC 0.511' I r y `mil'
O.00' C J ST. LUCIE COUNTY LAND CLEARING PERMIT
•(' 1� 1 2b? . 0' I ROPANE " eD ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT
a W , , ® • {:'' o •E` FNC 2 00 , I J I
I ^r o TANK to- SOUTH FLORIDAT MANAGEMENT DISTRICT
C .00o ' ]'X3 CONC.
ONC �A..' ', w 15.90'F
r -,. ,. A/C SLAB • ,
(� O E
f ` J SOU DA WATER MA
0 4 L75.3T. &0.. 1 .: 1 . FLOOD ZONo (OUT
xT'.y q„.. ".''fi 1 I.••. .._,.. r•�, _ _.- n1..,. .. ... _ m OI �•{ THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE `X' OOOF"
I:�YT°A6 CONC. BLOCK R MET L BLdG.r.! ( i 'Ap'.
F.F. ELEV. 202O',, �' I +t 'r. QROPOStO ADWON 1' �"IIw.TIn '" I < - OI 00 YEAR FLOOD) PER F,I,R.M, MAP No. 12111C0175 F, DATED
„ I c ..'I! ,.• •, »x,.as.AAR.6e.w4-w":.�,',' .,..- �.r...... ,.,.,,�r...... I d .-. 5
'• I I CONc. rr ME a Dy '" I!"1 1 ^, q , fw s1, EL 2+ 4t _ ' I AUGUST 19. 1991, ST, LUCIE COUNTY, FLORIDA.
!O �' `r
' SLAB o (. p pROptlS�D AD ITI(1N i I 1 W .� t✓ i
. Ti MAX. Hi 250'. �-/•
°b LEv. 21 n .2,234 s i 1� I I 'ti SURVEY BENCHMARK
0.820 SF TIN fL-,EI:, �1 /L:1 1 I
5 25D',I •P••, �,MP,�.> �'4 ��-.�- =�--- v! I� .I' ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM OF
„,• I I^ 4 • ...CONC. 5/w _ II �y 1929. ELEVATIONS BASED ON CLOSED LEVEL LOOP RUN FROM
175.4Y COVERED TORAPE. �= '�' .I i' n ti,.'- .{7T ,. 14' CMP W/C C. O `'J
J 325D r" CMP S. INV. IT .&G.S. MONUMENT STAMP Y 1965 PUBLISHED
_.... --.----- T 4 VD
I a•- 3998' -
amro I, fr '/♦ f `"!'`J, f r '"" r' N: IWl' 1B2 K NV.C119.4' CONO. SLAB n O0 ELEVATION: 20
y u ',S I Y I �' .INV. 19.7• 1^ ,,i w ULEV 4 NG '29)ED 23 FILL AROUNI
N 6
/.
4
T TAX PARCEL (LD. NUMBER D
j'•- CdNCNEfEOR1VE '-CONCRE E ✓
» 4� " Oh ED AD011611 1 �, RUNOfF . '.. ';+ CONC. SLAB (A/C) t' ' O �' `"
' � � o O I � � WITH PREPA
Cs' ' `.� . fCNCREit' 1'RIdE' � PR , 0� Ito SF , : r � ',1 " e• a •lf -. .. i �1 e
z O
Nz_ "
I'1 G ,R - G. -•-. 1 ,', pRM45ED.:AODIt!ON S'l, ^x`I' S-'! 1429-501-DOSS-000/8
i ('ONG. BLOCK .c
ivi .' r l ,, FIN. -FL, El, r 24;(11 � , iv A,540 SF I - .. �l
a ✓"•, / ,M .r.F ELEV- 20.bd °� j I `P, ti "' y ` !S FIN 'C tL 2II$2 4 CA7 7 ',E r T ��i♦6 I' [:Y,fALt2ii9'� �� E.10 _ I ' ,'i. i�- v �m.Ni u'i rI� } o -MCI ,Hi. 415.d..,- I J �] SITE ADDRESS
� ,C 1. // 0 11fr LOCA?0) .i .'�-.<l.:-.G•-+ 1 !: wvi 49
SLtAB'C 0�IJ '�1 3054 INDUSTRIAL 31 ST STREET
/ �• CJ < cL:..:.. c'.+-• I a „ ♦ _ __ r I c, I i i FORT PIERCE, FLORIDA 34946-8630
i I i 0 4X4 CDNC. of
_O 'P m"i td0' s t 1D } I suB I (o r WATER SOURCE
O, I 1 ,.,�. \ \. '_.: '.Ddcah�NE ., a044 �_ _` V .I 1 c1 [. " . >: `--- - �. I �I FORT PIERCE UTILITIES AUTHORITY
4 C F----
-, ._� '.'.` .T11NK "r. ti' `.. '- CONCPEtL'• a1 1 p.,,. ,1 �,,,.. T :60.51' 941§3 . I �.
- r 123.7 I °J I q �y
1:'
�I �. },. +( •. \ n:• w _ I .� 1 Ct ITE4E PEA F
o� ,, 50.28 SEWER SOURCE
f` 30. T3'. ON SITEe.. SEPTIC DISPOSAL SYSTEM
I 1 i lJ � •,: nl, Q 1 � 1 4 � 4\ '' Il, `�, \ � `...I y `L' N i ' 1 ! ITI
O .•�. `
# \ \E m I I 5' a', w! I t j I LEGAL DESCRIPTION
l 2766 a.. j'N 89.30 00,t'.'E 285.50 �]
289 PTO x n WoI '
N A9'D''�I� `\�� r{ 1 aa z i LOTS 9, 10, 11, 12, 13, AND 14, BLOCK 4, OF AIRPORT INDUSTRIAL
PARK, UNIT ONE. ACCORDING TO THE PLAT THEREOF AS PLAT BOOK 12,
,,^., ,-:•, :'..�+ ,.�I FUEL srol3ACE PAGE 40, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
\� �b ADDITION UNDER BUILD! 0`�•"'{'T, 1 I Ili I TANKS I ' ;<•' {?• ,a a SAID LANDS LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA,
rT �`• "1' S" \ T DEPARTMENT REVIEW I i i yi RETENTION ,•� _-__
I'.} Iw '�' nay i ,p+ h \'-, \ , I : �, • .` �" ., ( r v 6 215 SF
`y P 111 y''o , I< ` :(L FIN FL. EE. 21.36' j j AREA C I ( I DRAINAGE DATA
MAX. HT. 25.0' 1832' j _ I -'
Q' `: `, • ; , I 4 I ON SITE DETENTION IS PROVIDED WITH THE ULTIMATE DISCHARGE TO
2 W 19.74' N
'.' so i I In I" x,'i. a I I ' 1„ INDUSTRIAL PARK'S SURFACE WATER MANAGEMENT SYSTEM.
l�1 I .`'.`' : fU1URF, AODInON A �. z \ i n i ti^ 1 z i I <-_--
FC28780-SE' '..` ` u i Y i m FI 1'�ir N : ;4�'r G i CONC. SLAB
"I �`{ I :' • `ti "',;TIN tl �l �(,%y _ _ -
"O \. , ...':.� n/A>C ANY.=' 256 °'• a W>P{ a J m ' m a I i o m mJ Wo N
s.t'x,e' S
e
1 ,� T I
GENERAL NOTES
I h• Pa, i�� A, \ v` W o -'"- i I 1, CONTRACTOR 15 RE5PON510LE FOR CHECKING ACTUAL SITE
[
}I n z
1 I r'1 49.99'
1 f
CONDITIONS EFO E 5TA TINE ONSTRUGTION.
' ! .1 4 a2" CMP
ANY D15CKEPANGIE5 ON THE DRAWINGS SHALL 0E BROUGHT TO THE
N !-1 1 `...'y 22" CMP l'. r y fad N.1NV 18.9 I
1
INV. 17.5' + ,- - /' tiv. I _ I ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
�ryy-�, •O ' I p, m 4, « Cv �. I
�. - N IRON R W AP I 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMIT5
CONCRETE i 'L 0U D ON OD WIC
AP vl rt, a �11,a' q .p, I !
�.« W `' ASPHALT PARKING $TAMPED "2391" ! . w. A. g;'' BEFORE COMMENCING WORK.
_ - 1 4 CONTRACTOR SHALL BE RE5PON51BLE FOR LOCATION OF ALL
i' R = 5,D0 i . l 4 3'x3' CONC. i Cp) I I _ NC b.62'
,.,.�` .;, ` ; '; I 60.62', 3D.35 c EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL
T = 1FJ.0� ` sLae (a/c) 44 ' CONCERNED UTILITIES AT LEA5T 48 HOUR5 IN ADVANCE FOR
v1 I ! - •, ! ;, 128.79...t , ,ryl`�':--------- T 6a03 11 _ 33. I'---- ' CONSTRUCTION OPERATIONS.
I•
1 g L - 91'3tl 4 . , 2183;; .5028 d - - -`0 Q.
\�" `.' a. .+•': -4 ".. _ . 1 ......_ .._. 1 0. 1 -
1 ., ,, .,•-_• " " " ' aL"' „ '-" S .;' z, ; . " ' f = -0T O 1+ ! I 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE
c' U a O = 24.9T 1
u'WI PRIOR APPROVA F THE INEE
I:,,a. W ..._LIFT STATION I , I¢: fir•• RETENTION. DROP INLE'i y > N r �.
! . 1 '40 00 TROUT L O ENG R
0
. .
,o i 7 8 I
h 40•l00 „a' `iDPOVERFLOWEL t9,9'.: RETENTION
'" aqS f/ m tiff
�SECMP L, L= 39:24. ,Wyot .,,2 ••"' s' Ko 6. ALL CON5TRUCTION 5HALL BE GOWLETED IN ACCORDANCE WITH THE
Gy t 15" CMP e° °..__ i q , ,! n ti' _. L .':'Ia ! ; ' ' 511NV. ,7:6' [ ( Q APPLICABLE ORDINANCE5 OF 5T. LUCIE GOVNTY, FLORIDA.
SW INV 177 .._._....__. 4 ,r.. p'� Jy . (7 n. .y a I 'b.. BFP • �'•
4:! ' r I ° S 89'S "b I 264.53. I
_0 .-S 80.30'(7.1,,.:.W . 264. 41. . -r o _ - -
! _. a. it ' H ,.. ...... ONE OHE OHE .+%' h
� BOUNDARY ANO TOPOGRAPHIC INFORMATION PREPARED BY C.AR7p,R.
M
I T T 9 T N ARE
--- - m r
AND A550GIA ES INC.. DATED 2/23/ 8. ALL ELEVA 10 5 E
H P
O E R STRUC U E n 3T _ �
< _ ..._ a FLOW ,, 1
- :L:� ..... _ _ � 1 �- A MEO PE NGHMA N ON THIS SURVEY.
I-'.: TQP EL 21.fi _._.. 1:�._. _. ,I .., '' h. _. :. ... .. � 15 RCP W/ME .Dt ,"_... •n
W. INV. 18. .. -
II I. SSU R BE RK REFERE GED
mr ro 4 ..�' w. IN . n L^' DCF avM't, D4
_. f , __
FOUND IRON ROD WITH `.""�• �" txx PVM'T <+' •," ' [. V. te.4'` •,' EDc _, "- '..- E, 1Nv, ias"'- >9 8. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL.
PLASTIC CAP STAMPED...' ,«`' �_.^�._."."...-'-- ,fi r , \.._..-..... .._.. . - AND B _ ALL BE PREPARED PER A5HT -
„CARTER ASSOC. a._ .n
- -?�---- -- - -'---- �..-._ __-_._�_ �_ SUB GRADE A ASE TESTS 5H O T
� �._...�----_-"�--_------ ,� 1 t, _ i I 180 METHOD.
(I ., R o S 89.30,00'" W Pv/a'T 2r3 WIDE "•' �659.00 0` _ _ +-- 5 ELEVATI SHOWN EXI GRAPE A7
u.
' . ' 9. LOPE GRADE5 FROM ONS TO 5TING
.1-- -•�I��� '�:�""`"-- " ' -1 RUND IRON ROD W/CAP PROPERTY LINE.
IND U,STRIAL A NU_E TWO S'AMPEO "2391"
FOUND PK NAIL WITH 10. ENGINEER SHALL BE NOTIFIED ATLEAST 48 HOURS IN ADVANCE FOP.
o Z7 / T� V WASHER STAMPED "139I" ANY INSPECTION.
FOUND PK NAIL WITH (C.A 1 L I lr.L 1 T OF- WA 1 ) 15" OVAL RCP. TBM EL. 19,09'
WASHER STAMPED "2391" : N.INV' 17.3. IL ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA
TOM EL. 20.67' S. INV. 17.3' +,' DEPARTMENT OF TRAN5PORTATION 'STANDARD 5PECIFICATION5 FOR
I
o+
SIT
ZONING: IL
w
(AND USE:. INDUSTRIAL
ZONIN
IL
m
LAND
E:
INDUST
I L W
LLJ
pppp(� q
v) NJ U
2
r ZONING: IL
r LAND USE: INDU T IAL
8
-
Q
3
ZONING: IL is
LAND USE: 04
2U,
INDUSTRIAL W
_
INDUSTRIAL AVE.
N
ST. LUCIE TWO
um
AIRPORT N
cm
Z
ZONING: IL
Y to LAND USE: INDUSTR L
ST. LUCIE BOULEVARD
� l 33
�P
FILE COPY
2"-3"
GRADE
TREE PLANTING DETAIL
N.TS.
FULLY MULCH BEDS U 6"
2"-3" DEPTH
TOP OF BE 2"-3"
PAVING
BELOW SOD OR PA
FILL AROUND ROOT BAL�IIII
WITH PREPARED SOIL MIX I
�lll1
IIII� LIII� 6
Illlffllli llli iliffillEg
SHRUB 13ED PLANTING DETAIL
N.T. S, R
The purpose of this adjustment is to indicate the location of a fence and roll gate.
SITE FLAN
MINOR REVISION (S)
APPROVED
DATE: �(/ C9 % -
SPTRC REpi" "�) 1, /
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
,.PAVING /A 14 ® ® K /A DIM ® U � Z> I I rz F L A � ROAD AND BRIDGE CON5TRUGTION.. DATED I`I-K / ��,-1 241998
1" _ 40'-0' IMIN I
rH% CRY
NOT FOR CONSTRUCTION RANDALL LEE MOSBY, FL PE 822326
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FOUNDIRON ROD W/CAP FOUND PK NA14 W/BRASS ZONING: IL
/w STAMPED 2391 TAB STAMPED CARTER SIT LAND USE:. INDUSTRIAL
LANDSCAPE LEGEND � FOUND IRON ROD WICAP ' EXISTING OFFSITE BUILDING F.P. ELEV. 21.90' ,y� ASSOC." SITE INFORMATION IL
STAMPED 2391" TBM EL, 20.16' LAND ZONING: E:
�--�7 IRRIGATION WELL I OWNER SURVEYOR INDUST I L r� W
\�Q +' ' , ' ELEV. 22.55' ` ORAINFIEL t• METER AND �° �
`�pJ ' I encK Flow PREVENTER MAVERICK BAOT COMPANY, INC. CARTER AND ASSOCIATES, INC.
W OAK TREE WITH TRUNK ® ELEV. 1" SERVICE TAP 3054 INDUSTRIAL 31ST STREET 1708 21ST STREET ,, ��,' 1 V) Uc�J u
W DIAMETER IN INCHES 11"7 „ + __ ,... swAL -" FT. PIERCE, FLORIDA 34946-8630 VERO BEACH, FLORIDA 32960-3472 f'. `
p N 89'30 00 ,. E 329.50 1- LAN USE:
561-465-0631 561-562-4191 LAND U E:INDU T IAL
PROPOSED FIRE LINE BACK ZONING: IL i�rf�� �: fA
FNC 1.31' • .. , SFR, '1 FLOW PREVENTER ASSY. i- LAND USE: I/ L4
LIVE OAK TREE �4 DITCH N _ 7 a" AND 4" G TAPPING SLEEVE ZONING LAND USE Q INDUSTRIAL -r
12' MIN. HEIGHT AT PLANTING •��:' AND 4" GATE VALVE L AVE
•� , _r 1 7 v` IL INDUSTRIAL = WINDUSTRIA
0
- - - O
m + PROPOSED 25LF a" DIP VIM ST. LUCIE
t - ® 4 • SITE DATA (EXISTING) = AIRPORT c~il TW0
ANOP'�' 11
DAHOON HOLLY _. t2 ArE6 1 ' - 3$ _ 77
e I o - _ N ZONING: IL
' �� __ SITE AREA 317,425 SF = 7.29 Ac 100.0%
O' MIN. HEIGHT AT PLANTING PROPOSED 270D L;TANK, o mI U' ~ LAND USE: INDUSTR L
r I I i o BUILDING AREA 33,078 SF = 0.76 Ac 10.4% Z (n
N CONCRETE AREA = 46,591 SF = 1.07 Ac - 14.7% Y M
'8' 20' B' 1 ', PPISPO$ D 3,87E tF BUILDING 'a ! z v -
PAVEMENT AREA = 21,200 SF = 0.49 Ac - 6.7%
GRAVEL AREA = 15,048 SF = 0.35 Ac = 4.7% Q�
EXISTING HEDGE f "'t • PROPOSED pUM ,5'TAT1oN a MARL AREA 59,900 SF = 1.37 Ac = 18.9% ST. LUCIE BOULEVARD
3'-0- HEIGHT a AREA m 10'10 ' r I F SEMI -IMPERVIOUS A = 74,948 SF = 1.72 Ac = 23.6%
AREA - - -
r _ _
TOTAL OPEN AREA 141,608 SF 3 25 Ac 44 6%
S v-' TOTAL SEM
TOTAL IMPERVIOUS AR = 14�,60 S - - 57gr�
air o „, • u _ ` 1 --= -'^ .. ,. .. !, i i ~ F - 2,32 Ac - 31:8% 11 u OU
M
VIBURNUM HEDGE -7 L4 s5' 15' ea' ,s o' 10" 5 ,)2' S 5 ,z w SITE DATA (MAJOR SITE PLAN ADDITION JULY 1998)
PLANTED AT 30" O.C. AND 18" MIN.
4 , GD
HEIGHT AT TIME OF PLANTING FILL AROUND411ALL 0 2" Z o, m `s s, j ' SITE AREA = 317,425 SF = 7.29 Ac = 100.0%
WITH PREPARa 0 ,r. �. ,I:.. y0 •P- .:„ - „4 IM EXISTING BUILDING AREA = 33,078 SF = 0,76 Ac = 10.4%
PHASES 1-3 BUILDING AREA = 22,009 SF = 0.51 Ac = 6.9%
0_ EXISTING 3 x3 - ' :i
m SAUCER 2"-3" CATCHBASIN PROPOSEDt 5 RE us3 .s� ry , ADDITION UNDER REVIEW = 6,215 SF = D.14 Ac = 2.0%
FINISHED GRA¢ ABOVE GRADE " _
`tg"tl MP .9 „ FUTURE PHASE 4 BLDG. AREA = 28,760 SF = 0.66 Ac 9.0%
LANDSCAPE DATA (PER JULY 1998 ADDITION) _ _ _
° ' '*' u' CMP W/ME TOTAL BUILDING AREA - 90,062 SF 2.07 Ac 28.3%
NO ADDITIONAL LANDSCAPING PLANNED IIII*c O .::... :,. ASPHALT PAVEMENT N. INvT7.4' EXISTING CONCRETE AREA = 46,591 SF = 1.07 Ac 14.7% S INV
17.4'
PROPOSED CONCRETE AREA 0 SF = 0.00 Ac 0.0%
R AOW . STING SWALE 1
EGR E IF _roH 7 IOJ.N THE _ _ _1 TREE 30 LF 100 LF = 3.3 TREES i W 'ItELOCA7VE NETENTION AREA'1. TREES ALONG 31ST STREET = / ( ) '+ � '� � I- � VED = _ _PHASE 1 3 CONIC R M V 15 50 F 4 i� . . -�' FUTURE CONCRETE REMO ED 16,463 SF 038 Ac - 5.2%
19. P,T 1Q': 1 'm 22' 26' _ - �����2. TREES ALONG INDUSTRIAL THREE = 1 TREE/30 LF (140 LF) = 4.7 TREES IIII� TOTAL CONCRETE AREA 14,628 SF = 0.33 Ac - 4.6%1 .TREE/30 LF (370 LF) - 12.3 TREES 5" OVAL RCP EXISTING PAVEMENT AREA - 21,200 SF = 0.00 Ac 0.0%
3. TREES ALONG 29TH STREET (, 1E. INv. 16.9; PROPOSED PAVEMENT AREA 0 SF = 0.49 Ac 6.7%
IIII 72 N I I E. INV. 18.7 TOTAL PAVEMENT AREA = 15.048 SF 0.35 Ac - 4.7% TAX PARCEL I.D. NUMBER
PROPOSED 12' W10 GRAVEL AREA 15,048 SF = 0.35 Ac 4.7%
4. TOTALS 11111= III�IIII III�IIII�II I IIII�IIII� I_ ' ' 289 50 ROLLING CATE MARL AREA = 59.900 SF = 1.37 Ac = 18.9% 1429-501-0055-000/8
TOTAL TREES REQUIRED 21 TREES 89 30 �� E* "� TOTAL SEMI -IMPERVIOUS AREA = 74,948 SF = 1.72 Ac = 23.6%
TOTAL TREES EXISTING = 7 TREES m °� 1 TOTAL IMPERVIOUS AREA=.125,890 SF = 2.89 Ac = 39.6%
TOTAL TREES PROPOSED = 14 TREES TREE PLANTING DETAIL 1 PROPOSED 6' HIGH PROPOSE M rl TOTAL OPEN AREA = 116,587 SF = 2.68 Ac = 36.8% SITE ADDRESS
TOTAL TREES PROVIDED = 21 TREES NTs cr1mN LINK FENCE PARKING AREA °ft o 2Es r 0 3054 INDUSTRIAL 31ST STREET
�; ® m SITE DATA (MINOR SITE PLAN ADDITION JANUARY 1999) FORT PIERCE, FLORIDA 34946-8630
^ , + 8 +U`) SITE AREA = 317,425 SF = 7.29 Ac = 100.0% WATER SOURCE
EXISTING BUILDING AREA = 33,078 SF = 0.76 Ac = 10.4%
LANDSCAPE NOTES REGRADE EXISTING SWALE BUILDING ADDITIONS (JULY 1998) = 56,984 SF = 1.31 Ac = 18.0% FORT PIERCE UTILITIES AUTHORITY
AS SHOWN TO HANDLE THE 7414• O BUILDING ADDITION JANUARY 1999 6,650 SF = 0.15 Ac = 2.1 %
1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE NEW IMPERVIOUS AREA ( )_
--------------- 66.2 N. (n TOTAL BUILDING AREA = 96.712 SF = 2.22 Ac = 30.5%
•0 CONCRETE AREA JULY 1998) = 14,628 SF = 0.33 Ac = 4.6% SEWER SOURCE
t METAL BLOC. I N �
APPLICABLE PROVISIONS OF THE ST. LUCIE COUNTY LOWS. 1 1 ' O CONCRETE AREA (JANUARY 1999) = 0 SF = 0.00 Ac = 0.0% ON SITE SEPTIC DISPOSAL SYSTEM
00 I F.F. ELEV. 27:22' 1 m 14.89' o --+
2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" FULLY MULCH BEDS 6" " VI "'-----------' I O TOTAL CONCRETE AREA = 14,628 SF = 0.33 Ac = 4.5%
WITH A BARK: OR SHREDDED ORGANIC MATERIAL MULCH. 2"-3" DEPTH O ' N PAVEMENT AREA (JULY 1998) = 21,200 SF = 0.49 Ac = 6.7%
p CONCRETE SLAB I -
3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN Ic PAVEMENT AREA (JANUARY 1999) = 0 SF = O,OO Ac = 0.0% LEGAL DESCRIPTION
10 CLEAR „v' TOTAL PAVEMENT AREA = 21.200 SF = 0.49 Ac = 6.7% LOTS 9, 10. 11, 12, 13, AND 14, BLOCK 4, OF AIRPORT INDUSTRIAL
BELOW
OF BE 2"-3" O SEMI -IMPERVIOUS (JANUARY 1999) = 74'9 0 SF = 0.72 Ac 23.6% PARK, UNIT ONE, ACCORDING TO THE PLAT THEREOF AS PLAT BOOK 12,
AUTOMATIC SPRINKLER SYSTEM. BETWEEN FIELDS +,•' (JULY PAGE 40, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
BELOW SOD OR PAVING ' + +,_.,�.
4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES I II�IIII� IIII�IIII� t ) = 74,948 SF _ 00 c 3.6%
AND/OR SHRUBS SHALL BE FULLY SODDED. T*1 TOTAL SEMI -IMPERVIOUS AREA = 1.04 Ac = 41Z%
PARKING AREA MourvD ELEV. 23.0'. 5 I 0 � TOTAL IMPERVIOUS AREA = 132.540 SF = 3.04 Ac = 41.8% SAID LANDS LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA.
IIII III (117 OARS) 9 1 CT I TOTAL OPEN AREA = 109,937 SF = 2.53 Ac = 34.6% DRAINAGE DATA
5. ALL HEDGES TO BE A MINIMUM OF 18" IN HEIGHT AT TIME' OF FILE AROUND ROOT BAL
PLANTING.. ((/jjH PREPARED SOIL MIX I
r J�], 8 SITE DATA (MINOR SITE PLAN ADDITION MARCH 1999) ON SITE DETENTION IS PROVIDED WITH THE ULTIMATE DISCHARGE TO
z INDUSTRIAL PARK'S SURFACE WATER MANAGEMENT SYSTEM.
�IIII PROPOSED GRAINFIELD 1032 SF P F v SITE AREA = 317,425 SF - - 7.29 Ac = 1ODA%
IIII� IIII� s"
EXISTING BUILDING AREA = 33,078 SF = 0.76 Ac 10.4%
I i BUILDING ADDITIONS (JULY 1998) = 56,984 SF = 1.31 Ac = 18.0% BUILDING HEIGHT
IIII�IIII�IIII IIII�IIII FOUND IRON ROD WITH BUILDING ADDITION (JANUARY 1999)= 6,650 SF 0.15 Ac = 2.1% MAXIMUM HEIGHT = 25'
PLAS7IC CAP STAMPED ry�M QBUILDING ADDITION (MARCH 1999) = 8,872 SF = 0.20 Ac = 2.8%
"CARTER ASSOC. W pTOTAL BUILDING AREA = 105.584 SF = 2.42 Ac = 33.3% CONSTRUCTION SCHEDULE
,. SHRUB Er=D PLANTING DETAIL I I CONCRETE AREA (JULY 1998) = 14,628 SF -
+ HTs.: `-- 200 LF OF 18" CMP • ._i CONCRETE AREA JANUARY 1999) = 0 SF = 0.00 Ac = 0.0%
1 SWALE CONCRETE AREA (MARCH 1999) = 0 SF = 0.00 Ac = 0.0% END CONSTRUCTION NOVEMBER 1998
START CONSTRUCTION JUNE 1998
F oso' N 89'30'00" E 289.50' ' TOTAL CONCRETE AREA = 14,628 SF = 0.33 Ac = q 6% STRUCTI
FNC o. N 89"30,��+, E 329.50' FNC o. -,_" _ - L J PAVEMENT AREA JULY 1998) = 21,200 SF = 0.49 Ac = 6.7% PERMITS REQUIRED.
.-u.ee' I PAVEMENT AREA JANUARY 1999) = 0 SF - 0.00 Ac = OA7 to.002C:E.50' PROPANE FNc 2.00' 1 � ! - - - ST. LUCIE COUNTY SITE PLAN APPROVAL
I o „P �' ' yN23,gg• ' ® , - TANK - '1 J ) - = ST. LUCIE COUNTY CONCURRENCY PERMIT
PAVEMENT AREA MARCH 1999 - 0 SF 0.00 Ac = O.h%
NC .00o rye. 825 SF " *. I rl TOTAL PAVEMENT AREA = 21,200 SF = 0.49 Ac = 6.7% ST. LUCIE COUNTY TREE REMOVAL PERMIT
_ `�I SEMI -IMPERVIOUS JULY 1998) - 74,948 SF = 1,72AC = 23.0
_ _____CZ� _---'•t O - ST. LUCIE COUNTY LAND CLEARING PERMIT
___.� c 1 77' 1 eos' _ - 1 J SEMI --IMPERVIOUS JANUARY 1999) = 0 SF 0.00 AC ,OCR' ;':. ,•' max,= ,
x3%3' COF1 2 9. C3z7 ,,,,u,:.suB -.PRO ° -' , ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT
ADDITION 1 F 1 a/C 9LA6 .� • (ALREADY PERMITTED I I::I O SEMIL SEMI VIOUS MARCH AREA
= 0 SF = 0-00 Ac = O:0`o '"1.,.1 T
slA6 <- $ I (ALREADY PERMITTED) m - ., SOUTH FLORIDA WA. ER kSAhAGEk.�hT DISTRICT
FOUND PK NAIL WATER o FOUN ON ROD WITH - 1 '_ L EL. SF - O I. I TOTAL SEMI -IMPERVIOUS AREA = 41,412 SF = 1.24 Ac = [3-T'
TAB STAMPED "CARTER i :• "y.,= 1 - FIN. FL T. = 21.4T ""�� - j ". TOTAL IMPERVIOUS AREA = 141,412 SF = 3.24 Ac 144 e%
ASSOC." PLAST I CAP STAMPED ' MAx. HT. z5.o' u w
key FLOOD ZONE
"CAR IASSOC." i o + EXISTING 3'X3' s' 7 TOTAL OPEN AREA = 101,065 SF = 2.33 Ac = 31.3%
corvc. 1 EXISTING i BLDG 0 CATCH BASIN THE SUBJECT PROPERTY IS LOCATED IN FLOOD 20NE 'X' (OUTDOOR
" o� PARKING DATA (MAJOR SITE PLAN JULY 1998) 500 YEAR FLOOD PER F.I.R.M, MAP No. 12111CO175 F, DATED
F.F. ELEV. 21141• 1 ' .1 N •' { ! 14" CMP W )
3s,z99 sr n corvc. s/w AUGUST 19, 1991, ST. LUCIE COUNTY, FLORIDA.
�, --------------
N, PARKING REQUIRED
'•` -' `"',r.„ 8 22" CMP 1 O ' V. ,7.3' c, EXISTING = 2 SPACES/1,000 SF 33,078 SF = 66 SPACES SURVEY BENCHMARK
' 22 CMP PROPOSED = 2 SPACES/1,000 SF:�19,775 SF) = 40 SPACES
a 39.98' 16 N. INV. 19.4' I CONIC. SLAB , ' S V. 17.4'
N. INK 18.2'
_ 1 9 S. INV. 18.4• 1 m i S, INV 19,7' CA � - ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM OF
�y� p CONCRETE I TOTAL REQUIRED = 106 SPACES
�zz p ' i , - RUNOFF 1 I CONIC. SLAB (A/C) 1929: ELEVATIONS BASED ON CLOSED LEVEL LOOP RUN FROM
1 1 + ASPHALT DRIVE 60.55' Cl O PARKING PROVIDED = 18 PAVED SPACES AND 161+ MARL SPACES U.S.C.&G.S. MONUMENT STAMPED "Y 230 1965" PUBLISHED
PROPOSED ADDm 3 ELEVATION: 20.44' (NGVD '29)
(ALREADY-PERMI D) ;.
j� i N METAL BLDG. I + FIN. FL. E�=R22.,' O y PARKING DATA (MINOR SITE PLAN JANUARY 1999)
' • 1< 0 ; + i F.F. ELEV. SF.52' 1 12 . MAX. HT, - 25.0 O n PARKING REQUIRED
F I <;` 1 EXISTING = 2 SPACES/1,000" SF 33.078 SIF = 66 SPACES
o-: M 1 ___ 0 _-------8 ,_________.________ - n PROPOSED JULY 1998 = 2 SPACES/1,000 SF (19,775 SIF = 40 SPACES
____ 1 ! a axa' corvc.
O I 1 H SLABS v O
O i i i O PROPOSED JANUARY 1999= 2 SPACES/1,000 SF ( 6,650 SF) = 14'fiPACES
y TOTAL REQUIRED = 120 SPACES
; 2T e" I ---
A 1 1
O n PARKING PROVIDED = 18 PAVED SPACES AND 161+ MARL SPACES
CONCRETE AREA ..
�y 0 i �i I AAPARKING DATA (MINOR SITE PLAN MARCH 19SJ)
O + m: w , ` BOSS' I I PARKING REQUIRED
r .H 27.66' 1 1 / PROPOSED 6,65Q SF ADDITION w p 1 p I �l EXISTING = 2 SPACES/1,000 SF 33,078 SF = 66 SPACES
N 89'..0 00" E �289.50 1 - 1 ALREADY PERMITTED NU9•30 �0 t 1 2(J9.�10 I m ] 3
CAI '- o PROPOSED JULY 1998 = 2 SPACES/1,000 SF (19,775 SF = 40 SPACES
1 FIN. EL. 22.52' T N ( PROPOSED JANUARY 1999= 2 SPACES/1,000 SF (6 650 SF; = 14 SPACES
r , I 1 1 1 PROPOSED 99 = 2 SPAC .00 SF ( 8,872 SF = 18 SPACES
Id,l MARCH 19 ES 1 0
1 1 I 1 „^ TOTAL REQUIRED = 138 SPACES
o
EXISTING METAL BLDG.
O 0 , 1 1 I a PARKING PROVIDED = 18 PAVED. SPACES AND 141+ MARL SPACES
1 F.F. ELEV. 21.36' 1 + (\�-11 I
r� L FUTURE ADDITON 4 1 0 1 • RETENTION
w (ALREADY PERMITTED) 1 0 1 RELOCATE TO THE w 1 1 0
lv l 28,760 SF 1 1O. I N NORTH PART OF SITE) x+ e 1 ` 19.74' i u
FFIN. FL EL. m 21.36' 1 ' ",t O + m. I I H
S MAX. HT. 25.0' 1 1 u ++ O ,
EXIS G 3'x3' EXISTING 3'x3'
- �^'- GATC BASIN m CATCH BASIN i u q 1
J O 1
r L. ,• '.° + 80.5' of N
' I Go
49,991
ra �I F u1 1 0 1 1 °p' LEGEND: y GENEKAL NOTE5
(V 1 z2" CMP 1* ` , ASPHALT PARKING 1 tiry 1 CONTRACTOR 15 RESPONSIBLE FOR GHEGKIN6 ACTUAL 51TE
ti 1 N. INV. 17.5 1 1 - OHE - = OVER HEAD UTILITIES X = DENOTES ELEVATION (TYPICAL) CONDITIONS BEFORE STARTING CONSTRUCTION.
O d '1 1 S. INV. 17.6 ''' �-1 1
O. 1 1 m , 1e. CMP C I - EL. =ELEVATION 2, ANY DISCREPANCIE5 ON THE DRAWING5 SHALL BE BROUGHT TO
* - o - =CHAIN LINK FENCE
CONCRETE IA. a FOUND IRON ROD IW/CAP THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
I i t, INV. =INVERT
Z `�` A = 90'03'48"'d' + i i +' f i <.STAMPED',"2391' UTILITY POLE ANCHOR
+ +1 i
> { + .I N. INV. C 8.9' I i `n, = WOOD POWER POLE CONIC = CONCRETE 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS
R = 25.00' 1 Yx3' CONC. S. INV. 19.2' 1 NC .62' O = SANITARY MANHOLE W/ = WITH BEFORE COMMENCING WORK.
f"/11 T = 25.03' 1 SLAB (A/C) 1 _ _ _ _60_62' _ _ _. I 30.35 y
M I 39 9 80.03' 33,44' L -- LIFT STATION A/C = AIR CONDITION 4, T BE RE5PON510LE FOR LOCATION OF ALL
L = 9.30' n.69' 1 v5.11', CONTRACTOR OR SHALL
_ = OVERFLOW STRUCTURE BLDG. = BUILDING EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL
NC 11 0' A = WATER .VALVE = PAVEMENT CONSTRCONCERUCTTIIONUTILITIES
IOPEKATION5LEAST 48 HOURS IN ADVANCE FOR
GRAINFIELD _
PVM'T
F 0 ,. a LIFT STATION 0 + c N ELEV. 22,20' 40. O = WELL t PLUS OR MINUS
4,0 D' o. RETENTION DROP INLET O 500 SF ® 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE
® TOP EL. 27.6'
I� RETENTION 1�. - N RETENTION .1; 15' CMP 0 •' a' ® = WATER METER R = RADIUS WITHOUT PRIOR APPROVAL OF THE ENGINEER.
4 " T = TANGENT
' •;; 3# = FIRE HYDRANT 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH
f 0 264.53' BFP "
264.4I O S 8Q� = 89"56')5 L = LENGTH THE APPL IGABLE ORDINANCES OF 5T, LUCIE COUNTY, FLORIDA
R = 25.00' = DELTA
ONE OVERFLOW smuC u E oNE ONE ••- OHE - ONE T,'� CONCRETE 7, BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY GARTER
T L 21.6 DITCH 15' RCP W E DITCH T = 24.97' ASSOC. ASSOCIATES AND ASSOCIATES, INC., DATED 2/23/98. .ALL ELEVATIONS ARE
DITCH " W INV. 16,5 „ w I y - A55UMED PER BENCHMARK KEFERENGED ON TH15 SURVEY,
FOUND IRON ROD WITH p ''� PVM'T E. INV.18.4 EDGE PVWM'T N • t • �- L 39.24' PLAT
PLASTIC CAP STAMPED .' '.�,: ..F ''' E. INV. n-5' P =
O O
O = OBSERVED. 6. CONTRACTOR SHALL 5UPPLY DENSITY TESTS TO ENGINEER ON ALL
"CARTER ASSOC." ` '`' ;O - s +'•- `j ,•' O O SUB -GRADE AND BASE. TESTS SHALL BE PREPARED PER ASHTO
F.F. ELEV. - FINISHED FLOOR ELEVATION
„ }, T-180 METHOD.
S 89*30 00 W PV1�17 25i WIDE ,;r 659.00 ..' _ _�_ BFP = BACK. FLOW PREVENTER
CMP =CORRUGATED METAL PIPE 9. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
7� �T Z� T 7 TT-�-� T T T �-1 �T17,fT FOUND IRON ROD WIC AP RCP = REINFORCED CONCRETE PIPE PROPERTY LINE.
Il \TDpU,� 1 T1 >r1TAL �,7A7 y ,1�'7 l.l�L,T.'� TWO O STAMPED "2391" FOUND PK NAIL M114 " W/CONC = WITH CONCRETE ENDS (4'X4') 10. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HO IN ADVANCE
FOUND PK NAIL WITH (C� O 1 V ,1 _p - YY � 1 ) WASHER STAMPED $391 W/Mf = WITH MITERED ENDS FOR ANY INSPECTION.
{ 48 HOURS BEFORE DIGGING 15" OVAL RCP IBM EL. 19.09'
WASHER STAMPED "2391"
catG TOLL FREE N. INv, 17.3' i4. ALL CONSTRUCTION SHALL BE IN ACCORD GE IT F RID
/1/1 TBM EL. 20.6T S. INV. 17.3' DEPARTMENT OF TRAN5PORTATION. "STAN AR 5 G 1 5 R
j a 1-800-432-4770 �j�� �g ^ GE SITE I� ROAD AND BRIDGE CONSTRUCTION", T I 4,
SUNSHINE STATE ONE CALL PAVING 171 'CIl R./' /� �"'"
OF FLORIDA. INC.
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"178' WIDE x 1 1/4' DEEP 5AW GUT ' •'�' 'I DESIGN LOADS PER SBL. 1991 EDITION
SAW GUTS SHALL BE MADE AS 50ON *" ` : y A . LIVE LOADS
..+ . °' ' TO PREVENT A66REOATDEEFROM BEING NED TL ' DEAD LOADS
ROOF B.G. REDLCTION......... _
st 20 F5F
DISLODGED BY 5AW BLADE `� r,, -+ a- ERADE w,fir BUILDING FRAMING :..._PER METAL BLD6. MAN1F.
1
COLLATERAL LOADS ................._....3 PSF
* ' WIND LOAD5 (PER 513.G) ..... ......IO MPH
x _ x x x
:amx+.m?u'R�'; +''� ' _ _ I — - -6 "" jr`: ' V_ CON5TRL'GTION NOTES
[—�—f � `L , w y ALL PRAHIN66 SHALL BE WORJZ EO TOGETHER TO LOCATE ANCHOR BOLT 5ETTIN65, ETG.
REINF TOP 4 BOT , > ;' `�% I I I-11 11 I_) I —I I RI rr(f f" ," - ANY DISCREPANCIES OR GONFLIGT5 SHALL BE RESOLVED PRIOR To PLACING
SEE PLAN
TH r s, r —1 =1 :: ,ry „v'; +, „yr' :.+• �- REINF TOP l CONCRETE.
GLR SEE .
4to 2 THE OWNER SHALL EMPLOY AN APPROVED ENGINEERING INSPECTION AND TESTING
LABORATORY TO MAKE ALL TESTS FOR CONCRETE, CGMIGRETE INSPECTION, 501L
5EGTION wlDn� COMPACTION,
a � � �. PLANS AND SPEC SPECIFICATIONS.
A5a;. G01•T'LIANGE WITH ALL REQUIREMENTS OF THESE
" r ` L 52 NOT TO SCALE
ViI3. THE STANDARD BUILDING CODE, Ig4T EDITION 15 APPLICABLE TO THI5 PROJECT.
' �,I'��, � ` � (.. ,r I �,. 5 SECTION
12 NOT TO SGA g',+*
m ,h
E FOUNDATION NOTES
3/4" EXPANSION JOINT A -, * v ` 1 ,."' ,„� I. FOUNDATION 15 DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING
PREFORMED+' PRE%,RE OF 2,000 P5F .
- FILLBAG +
AND GAULLK ANEW ' 1 "` " "'. +.;. 2. GONTRAGTOR SHALL VERIFY THAT THE MINIMUM BEARING PRE55LRE 15 OBTAINED In
T�,'�kj, yr a ' • ^ PRIOR TO PLACEMENT OF FOOTINGS.�( Ia y T 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ALL OROANIG DEBRIS A
ALL PREPARATION 5HALL BE IN ACCORDANCE WITH THE SOILS REPORT.
I
�... 04 REINF. BARS x I'-b' SPADED AT 24' O.G. I,,,y� � '+
} ' W b" EPDXY EM18ED INTO EX15T FT6 GONGRETE NOTES
I "s' x . +," W GREASED END IN WG SLEEVE IN NEW CONT. FT6. A
RETE WORK SHALL BE IN ACCORDANCE WITH AL.I. 301 "SPECIFIGATION5 FOR
TRAL GONGRETE FOR 13UILDIN66 LATEST EDITION AND A.G.I. 311 'THE
1% CODE REQUIREMENTS FOR 5TRIKTURAL CONCRETE'.
`' b" EMEBD - STRENGTH SHALL BE 3
SLAB A5 REQp ac+„ A00 P51 AT 2b DAYS, WITH 3/4" MAXIMUM
SLAB AS REGV` SLAB AS REG2 ATE AND A SLUMP OF 41ti'.
IN PLAN •F iki c T, _ ;; IN PLAN IN PLAN 1%STEEL SHALL BE IN ACCORDANCE WITH A5TM A1515 GRADE 60.
" •.' i ,u* any ,_-, _. .• - 4 WIRE FABRIC SHALL 13E IN ACCORDANCE WITH ASTM AI85.
1 u 5. PROVIDE 90 DEGREE CORNER BARS AT ALL FOOTING INTER5EGTIONS, TYPICAL
s `
6RADE
PRE-EN6INEERED METAL BUILDING
I. PRE-ENGINEERED METAL BUILDING GOMPONENT5 SHALL BE DESIGNED FOR ALL LOADS
_ I PRE5GRIBED HEREIN. METAL BUILDING MANUFACTURER SHALL COORDINATE AND
—
+N 1 `" 2. � BUILDING MANUFAGTURERSHALL PROVIDE 940P DRAWINGS AND CALGULATION5
SIGNED AND SEALED BY A FLORIDA RE615TERED ENGINEER TO STRUCTURAL ENGINEER
iI a :` �. z "d �.... _ REIPF TOP a BOT `.
"" p �, h �: 3' GLR 5EE PLAN REINF TOP a BOT PRIOR TO FABRICATION.
3' R SEE PLAN 3. METAL BUILDING MANUFACTURER SHALL DE516N THE METAL BUILDING SYSTEM WITH
WIDTH CON51RAINT5 A5 INDICATED IN THE DE516N LbGIRMENT5, NOTING ALL OPEN AREAS
Jc WHICH DO NOT ACCOMMODATE DIAGONAL BRACING.
,� xy ' - 4. METAL BUILDING PES16NER SHALL FURNISH BUILDING REACTIONS FOR FINAL REVIEW
BY ENGINEER OF RECORD.
5EGTION 5EGTION ^�
52 NOT TO SCALE 52 NOT TO SCALE. '
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DRAWN:
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DATE
5/14/99
SCALE.
AS NOTED
JOB No.
99-113