HomeMy WebLinkAbout1998 - (#17) Harbor Federal Construction Planst
i
U
1�1
iM 71
N%miS.`
. �y.4�nr�M.V'Pi
ICA
FOR
p4C� LCJ4C�G3pG3����g �C�l�o
po0a C30� ��3�
OG3�LaG7D0g C�C�OG3�DG°1 �3��30��0��3�
BY
—
§
m
z
0
i=
a
0
0
z
z3
OJ
Wm
¢o
(6w
r
zo
F
U�
oa
0
ix
(If
Q
}a
zw
a�
Oa
zx
a
as
tic .i
0W
= z
zZ
OU
o
W
O to
My
LL
Wfir
�r
W 4
Q�
zC
z
o�
0
to
4
o
zc
• ac
AM
O) z
W�
Q Pi U
<
m w°
cn _
W
0
U
N
0
CD
�j
oht
7,1-YY
999
{
`� NORTH
...i j
_ I
I 0 50 100
IlI'18,
I
18
21
429.92' /
m7 S 37'43 45 W Ex. 5' Wide Concrete Sidewalk II /
30' BLDG. SETBACK __ Y --- I' __•r_ fly.. ___ --- ----- - c� - ---- - «I�. -- - /
.--•----------------------- _ - -T---- ehe one -Q-'-s�rS
_.._._.............................t...- ahe - _...--- . _ .._ e,ha N------•----- -- -- - - - - - - - - 40 00' a ,e --- 3 - - - -- 30'
N
l I 9 spaces 10+ 1 /
N TYP 4 sp ces
z
_U p o
I III I I ;r,
/
OI {41, .1 15.00
R 5 R
�,�d-
U� I I I 0+ 00.00 0+37.00 N 37'43'45" E Ln - - 163.50' 1+63.50 0 : Z I EXISTING + / /
I CROSS ACCESS EASEMENT - - -
37.00' 5+48 79 _ 126.5o rv_ 38.5'R Q RETENTION AREA
I, m 5'R 5'R
;�%.19 ,
R FACE OF CURB 12-
- - - - - - - - - - - FACE OF CURB SEE ARCH. PLANS FO SPECIFI ATIONS
(TYP,) OF C NCRETE IDEWA
(TYP.) 1 0' 1 O+ S5 TYP
TYP i No � 10 spaces I 25'R
N 109 00' C i STA. 2+06.09 13.5' L
`t CONC. FLUME
+ /
N 6' 11' _ N
(n Co--- ------------- -- 6 6' t
P /
s 85, r�_, -1- o I / / / �� 100,/
' I 28.92' 13I 5' SEE ARCHITECTURAL / /4 / / / `• �I�' /
25 2 36 I I PLANS FOR DETAILS o
I Ac DUMPSTER
I ;n I & ENCLOSURED / / / /
/2,719 S.F. MASONRY CONSTRUCTION I L° CORNER
5' OVERHANG (TYP.) - 00 / N I STA. 2+56.28 / / /
FDOT TYPE F N SEE ARCH. PLANS I M ONE-STORY BANK BUILDING i � / / �K°'
' I �0.25.82' L /
CURB &GUTTER ZLO
En
5'R 53202N�.14
,
N 25 R I 74'-8„ I 25 R M /
\� -- - ----- / k. 1-15�
I in _ N
� - �° (nP) r o 25'R / gyp`?
SEE ARCH. PLANS FOR SPECIFICATIONS
OF CONC. SIDEWALK, DRIVE THROUGH I °D I j
PAVING AND CURBING.
/ /to
14
ONi A=62 05. N - - o
6
/ I STORMWATER EASEMENT LINE - 4+04.24 S 3T43'45" W 0 co � rn 78_50' 3+25.74 / 100,
/ t I N / / /' I TRACT 2 SITE DATA'
tn. coo / J'
STA. i8.13 12' L
Co C. FLUME / / ! LEGAL DESCRIPTION
NN DIXIE PARCEL ��`� ems. TRACT-2 OUT PARCEL /
/ .+ / / / / ED IN
PLAT BOOK 1TRACT 2 OF 5. PAGE 8 N THE PUBLIC RECORDS OF INDIAEBASTIAN LAKES SHOPPING CENTER AS NRRIVER
FELLSMERE ROAD / o i s�,ti 993 FELLSMERE ROAD / / 6, 110 SAID PARCEL CONTAINS 1.39 ACRES, MORE OR LESS.
/ / / •�, / / COUNTY, PARCEL
CFLORIDA.
TOP OF BANK O /
11os / �, o/ / a , SITE ZONING
s' I GENERAL NOTES PUD
N 37'43'45" E 140.90' 1' ELEVATIONS
SURVEYING. tNRE BASED ON INFORMATION PROVIDED BY PARSON's
2 ALL PARKING AREAS TO BE F.D.O.T., TYPE S-3. 1" THICK. BASE SITE AREA
/ EXISTING / / I SHALL BE 6" SOIL CEMENT COMPACTED TO 300 PSI IN 7 DAYS
/ / I (LBR 100) AND A STABILIZED SUB -BASE 12" THICK COMPACTED TO TOTAL SITE AREA = 60,623.65 S uare Feet / 1.39 Acres
RETENTION AREA B / / / / TO A DENSITY OF 08% OF THE MAXIMUM DENSITY AS DETERMINED q
I: BY A.A.S.H.T.O. T-180 (MODIFIED). THE SUB -BASE SHALL BE
STABILIZED 110 A FLORIDA BEARING VALUE / ( IT 80. BUILDING ALL MATERIALS USED SHALL BE IN ACCORDANCENCE WITHTH LATEST APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)
' O / / / / SPECIFICATIONS OR AS APPROVED BY THE CITY ENGINEER.
ALL DRIVEWAYS SHALL BE F.D.O.T.. TYPES-1. 1-1/2" THICK. ONE STORY BANK BUILDING AT 2,722 Square feet
BASE AND SUB -BASE REQUIREMENT IS THE SAME AS i2 ABOVE.
4. ALTERNATE PAVEMENT AND BASE DESIGN: 300G P.S.I. M BOTTOM
OPEN SPACE
4'-0" I 8" THICK VNT1i 8' X 8" /10 W.W.F. REINFORCING 1" FROM BOT1nM
6 VEHICLES STACKED PER DRIVE -UP WINDOWS
4 DRIVE -UP WINDOWS REQUIRES 24 VEHICLE STACK
2 21 I
12'x2O' STACK 1 X,
,, , -.•-�-} SPACE ON [-"
p' CURVE [---
ti 18 13
f
14 10
15 � 11
. _ �D
STACK SPACE 16 12 C
t
BANK
VEHICULAR STACKING DIAGRAM
SCALE: 1" = 30'
LUMINAIRE
OF SLAB. SUB -BASE REQUIREMENT IS THE SAME AS /2 ABOVE
5.
THE ENMNEER/ARCHITECT ASSUMES NO RESPONSIBILITY FOR
OPEN SPACE REQUIRED (020%):
UTILITY INFORMATION SHOWN ON THE CONTRACT DRAWINGS. THE
60,623.65 X 0.20 = 12,124.73 S.F. - 0.28 ACRES
CURB RAMP k SIDE FLARES
1'-6" 2'-6"
i
-
E
CONTRACTOR IS RESPONSIBLE TO HAVE THE CITY AND/OR ANY OTHER
RESERVED PARKING
i-0" SHALL HAVE AN EXPOSED
AGGREGATE DETECTABLE
i
I
UTILITY FIELD LOCATE 175 FACILITIES PRIOR TO EXCAVATION.
OPEN SPACE PROVIDED:
SIGN PER LOCAL
REQUIREMENTS WARNING TEXTURE.
'
6.
THE SITE IS TO BE CLEARED. AND GT;UBBED.
OPEN SPACE/LANDSCAPE 24.034.22 S.F. 0.56 AC.
�
�sIZEPOND
CONCRETE POLE.
7.
ALL UNPAVED AREAS WIIHIN THE CONSTRUCTION AREA AND DRAINAGE
SHALL BE SOWED AND/OR LANDSCAPED.
, .
RETENTION AREA C 10,830.93 S.F. 0.24 AC.
_
o
WriLIGHTING
SQUARE
"EIGHT TO MATCH
REQUIREMENTS AND
&
SEE LANDSCAPE PLAN FOR TREES/ROOTS TO BE SAVED OR REMOVED.
TOTAL 34,865.15 S.F. 0.80 AC.
WARP PAVEMENT
> =
z
I:
CAPABLE OF WITHSTANDING
110. MPH VAND.
9.
SEE ARCHITECTURAL PLANS FOR EXACT BUILDING SLAB/SIDEWALK
CHECK: 34,865.15 SF PROVIDED
TO MEET EDGE OF
SLOPE OF
FLARED
_
1=
z
3e
i
DIMENSION
1Z124.73 SF. REQUIRED
HANDICAPPED RAMP
MAXIMUM
SIDE NOT TO
v,
>-
10.
PRIOR TO STARTING CONSTRUCTION. THE OWNER/AGENT SHALL
I
TO ENSURE 1:12
SLOPE 1:12
EXCEED 1:12
m
AND FOR: DEMAND LOADS vs CONNECTED LOADS,
PARKING CALCULATIONS
MAXIMUM SLOPE.
c
W
VOLTAGE
o
ARROW TO BE THERMOPLASTIC
TRAFFIC YELLOW (90 MILS
i
1
11.
CONTRACTOR IS TO PROVIDE STRIPING, TRAFFIC MARKINGS AND
1 PARKING SPACE REQUIRED PER EVERY 200 S.F. OF
i
SIGN IN ACCORDANCE WITH THE CITY CODE ON -SITE PAVEMENT
CITY
MINIMUM THICKNESS)
m
MARKINGS SHALL BE PAINTED IN ACCORDANCE WITH CODE.
BUILDING GROSS FLOOR AREA.
PAINTED SYMBOL
&
o
BUILDING GROSS FLOOR AREA = 2.722 S.F.
LINES PER LOCAL��y
TRAFFIC AR R�W
TYPICAL
W
m
1
�
12
THE BUILDING & SIGN DRAWINGS SHALL BE SUBMITTED AND
UNDER SEPARATE DOCUMENTS.
REQUIREMENTS
PERMITTED
2,722/200 a 13.6 REQUIRED PARKING SPACES
13.
THE OWNER OF THE CT INTENDS TO MAINTAIN AND IRRIGATE
23 PARKING SPACES PROVIDED
12'-0"
5'-0'
10'-0"
"
PARKING AREAS: 1 (MIN.) TYPE S-3 ASPHALTIC SURFACE
LANDSCAPED AREAS
(2 P. SPACES ARE DESIGNATED FOR THE HANDICAPPED)
DRVEWAY AREAS: 1-1/2" (MIN.) THICK TYPE S-3 ASPHALTIC PAVING
14.
A SEPARATE IRRIGATION AND SIGN DETAIL PLAN SHALL BE SUBMITTED
6" SOIL CEMENT BASE COURSE COMPACTED
I
ALONG WITH THE ARCHITECTURAL DRAWINGS.
HANDICAP RAMP DETAIL N.T.S.
�. TO 300 PSI IN 7 DAYS, (LBR 100).
15.
SEE ADDITIONAL ARCHITECT`S SPECIFICATIONS.
PERVIOUS/IMPERVIOUS
1 '
'
16.
SURVEY INFORMATION OBTAINED FROM A SURVEY BY PARSONS
CALCULATIONS
iv
SURVEYING.
FINISHED GRADE
17.
ALL SIGNAE AND/oR FENCING TO BE APPROVED THROUGH SEPARATE
PERVIOUS AREA: = 34,865.15 S.F. 0.80 AC. (589.�
PERMITTING.
IMPERVIOUS AREA: = 25.758.50 S.F. 0.59 AC. (427
1&
INVESTIGATION SEBASTIAN LAKES SHOPPING
CONSULT "SUBSURFACE INVESTIG ON
TOTAL SITE AREA: = 60 623.65 S.F. 1.39 AC. 100
O L ( %�
'
-
CENTER SEBASTIAN, FLORIDA" PREPARED BY UNIVERSAL ENGINEERING
<=
i
G SOILS CONDITION&
SCIENCES FOR EXISTING
AREA PER
IMPERVIOUS AR IMPS
1
19.
A FINAL LANDSCAPE PLAN W/I aGAT10N WALL BE SUBMITTED AT BUILDING
SJRWMD PERMIT 42-061-0756NM
PERMIT APPLICATION.
PERMITTED IMPERVIOUS AREA: = 37,318.61 S.F.
12" STABILIZED SUBGRADE (FBV 60)
1! N.T.S.
20.
CONTRACTOR SHALL NOT REMOVE OR DAMAGE EXISTING TREES WITHIN THE
PROPOSED IMPERVIOUS AREA: = 25,758.50 S.F.
COMPACTED TO 98%d AASHTO T-180
NOTE: CONTRACTOR TO ASCERTAIN THAT SITE LIGHTING PROVIDES
CITY RIGHT-OF-WAY IN THE EVENT OF UNAVOIDABLE CONFLICT IN WHICH
PROPOSED IMPERVIOUS AREA IS LESS
REQUIREMENTS OF 3 FT CANDLE (MIN.) AT DARKEST POINT.
DAMAGE WILL OCCUR, CONTRACTOR IS TO CALL CITY OF SEBASTIAN BUILDING
THAN PERMITTED IMPERVIOUS AREA
ASPHALT
PAVING
N.T.S.
CONTRACTOR SHALL SUBMIT PHOTOMETRIC LAYOUT FOR APPROVAL
MAXIMUM 6.1 UNIFORMITY RATIO. USE DIRECT BURIAL. CONCRETE
DEPARTMENT TO RESOLVE CONFLICT
POLES ONLY.
•
e V C4
y 10
4w LCD
0
7
y;t U�
WI
+ w 0
m
w o
0.
V, W
J 8
Q �
W
V W
z Z 0
w
(j)
0z ='
Q
W [-2 6
�-
0
W V Q
0 a0
V a
iW
7 m
0 N
cc o
IL
a
W
01
zzvu
I
Z� W
OW I
0 0
a
tin „ a
zo
-m
W
-
coV
cn
z
Z
F2
W
0
°•
V
0
V
0
>
a
W
o
W
�
5
W
o:
�o
o
N
z
PROJECT NO.\FILE NAME
DSGN
/AL/HFB/BASE
AJK
DATE
DRWN
10-28-97
AJK
SCALE
CHKD
1 "=20'
RSH
SHEET NO.
OF 4 2
I
En
Z
O
F
a
U
pa
m
�m
Ir
v;
am
F O
U
K
C3a
0
0
�N
W
itd
�d
Zw
ai;
O
O
Z
=
a
Q&
n:
o
�
O Z
=w
N
Z
O
MU
rr
0
0
ow
ircn
aW
ira
x
w
a�x
o
U
d'N
W
2
O U
Zo
ao
I
z(A
rn
0o'O
�+
a w
rsi
V)
rr)
w
il-:
1i
or
0
U
0
1
N
i
Z
_r
-1
T_
++ ; Q 1 PERMITTED UNDER /
,pop -�- 60LF 3/4 SVC LINE SJRWMD PERMIT / ' k2l•;S � ?? '
po �. r�lo I 1 No. 42-061-0756NM / / / 00171 In
-•- '
Zoo
22.28
.001
�'o 21.69 .000,
/?8 / / / / / k ?� 9;;,t
22.2 • 23.20 k?,•�s • 2 .20 22 LF ® 1.0% ! / /' ,
- - - - j CONC. FLUME f / / k?, "I<V / ?�.s2
100,
/ / zz�z , 5 ?, 8s
3 /4,+ SVC LI N EI I I / ' k / , 2'ss �Q► / ,
1
O I I ' 2L13& / ?' /
21.91
SAN M H, z2.a2 s3 I 22 0 / / k?, , °�
r 22-42 21.72 / 2
\ (AS�,,80ILT A� 6" P C' j 22.0 '/ ?�
RIM '1 2 22.35 /
'�'�'� 4 `p,�� k 2� I / ( / / / ?t s, / egg/
I N V SE� 15 6 s9 41 22.50 •2t. / / �t.� / /
\ (E KNOCKOU L 6:$$) �----- 3 CONC. Ni ---- � ///
d/ ? +`�'/
D PAVING (TYP.) / /k /
/
\ 22130 �??o, f NORTH
0 50 100
9) Ico 0 z/ /
/
GRADING LEGEND
�•'' / _� � STORMWATER EASEMENT LINE N N _/ / / / EX. STORM /`2�,, / : '� ! `��'
/ �� k MAN HOLE
53 ti ti / ?,.83 , e+` FFL 77.50 DENOTES FINISHED FLOOR ELEVATION .101 ?
21.78
�2 II �, �6 k?,, , x 23.50 DENOTES EXISTING SPOT ELEVATION
9Ssy CONIC. FLUME k 9 / / / / '' / I -IS- IQ 023.50 DENOTES PROPOSED SPOT ELEVATION
LA.7 TOP OF BANK ? / / / DO�i / �zo, / / ' [23.50] DENOTES PROPOSED GRADE PER
;2200]/22.21. �// ,' �ADJACENT WINN DIXIE DESIGN PLANS.
\ / / N 37 43 45" E .90
• 23.50 DENOTES AS -BUILT GRADE FOR
/ EXISTING k?�.s ' ? 's EXISTING RETENTION AREAS
�?,
RETENTION AREA
/ DENOTES DIRECTION OF PROPOSED
/ a, /
.y'y�.. •- / / / OE / / es / DRAINAGE FLOW
PERMITTED UNDER Mm/
SJRWMD PERMIT ?�s2!
�r No. 42-061-0756NM
.00 8? ZZ4 I I �� k?? .49 PERMITTED UNDER /
SJRWMD PERMIT 'r17
„n' _ No. 42-061-0756NM�0 /
Ar
loll
' ?? ti? Q i t EXISTING / / / / / / >>
EX. 24" R.C.P. RETENTION AREA 'C' / /,' kZ,s?
i
J22.50]
?i, 80
[21.75�1 �
N
122.00] 1-1111, 1 H m
FAVINU, UMA®INN AID® ®NAINAUL Nut=5 'I=tj
LNUNU 1 N I NUL NU I
U "Ll IT NU I t=5
1.
ALL ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE
1.
THE CONTRACTOR MUST SELECT, IMPLEMENT, AND OPERATE ALL EROSION
WITH THE LATEST REVISION OF THE FLORIDA DEPARTMENT OF
AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT
1.
POLYBUTYLENE PLASTIC PIPE TYPE SDR-9, PRESSURE CLASS 250.
TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
ON -SITE AND TO PREVENT VIOLATIONS OF WATER QUALITY STANDARD AS
IF PRESSURE ENE2 UNAVAILABLE USE INSTEAD POLYETHYLENE DR-9
PRESSURE GLASS 200 FOR WATER SERVICE PIPE.
CONSTRUCTION.
SPECIFIED IN CHAPTERS 17-301, 17-302, 17-4, F.A.C. THE
CONTRACTOR IS ENCOURAGED TO USE APPROPRIATE BEST MANAGEMENT
2•
ALL PVC AND PBP WATER SYSTEM MATERIALS SHALL BE APPROVED FOR
2.
THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS
PRACTICES FOR EROSION AND SEDIMENT CONTROLS AS DESCRIBED IN
POTABLE WATER SERVICE BY THE NATIONAL SANITATION FOUNDATION
INDICATED ON THE PLANS AND SHALL REGRADE WASHOUTS WHERE THEY
THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND
(NSF) AND BEAR THE NSF SEAL.
OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL
AND WATER MANAGEMENT (DER, 1988).
3.
DEFLECTIONS AT THE PIPE JOINTS SHALL NOT EXCEED THOSE
ESTABLISHED.
RECOMMENDED BY THE PIPE MANUFACTURER.
2.
THE CONTRACTOR SHALL INSTALL WATER QUALITY CONTROL DEVICES
3.
ALL PAVED AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
ALONG THE SITE PERIMETER, AS DESIGNATED ON THESE PLANS. THE
4.
CONTRACTOR MUST COMPLY WITH ALL TRENCH SAFETY STANDARDS.
TYPICAL PAVING SECTIONS AS INDICATED.
CONTRACTOR SHALL RECEIVE THE ENGINEER'S APPROVAL OF THE
5.
FIELD ADJUST ANY CHANGES WITH UTILITY ENGINEERING DEPARTMENT
INSTALLATION PRIOR TO ANY OTHER SITE CONSTRUCTION.
AND ENGINEER.
4.
WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE
CONTRACTORS SHALL SAW -CUT THE EXISTING PAVEMENT FOR A SMOOTH
3.
ALL EROSION CONTROL/WATER QUALITY DEVICES SHALL BE IN
6.
THE OWNER SHALL PROVIDE A BLANKET UTILITY/bRAINAGE EASEMENT
AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATIONS
ACCORDANCE WITH INDEXES 102 AND 103 OF THE LATEST EDITION OF
ACROSS THE ENTIRE SITE DEDICATED TO I.R.C. UTILITIES DEPT.
WITH THE PROPOSED PAVEMENT.
THE FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". SILT FENCES,
7.
THE CONTRACTOR SHALL COORDINATE RELOCATION OF EXISTING
HAY BALES, AND/OR TURBIDITY BARRIERS SHALL BE INSTALLED AT ALL
GUY WIRE WITH UTILITY PROVIDING SERVICE.
5.
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STORM
OFF -SITE DISCHARGE POINTS. ALL EROSION CONTROL/WATER QUALITY
8.
SUBMIT SHOP DRAWINGS TO I.R.C. UTILITIES DEPARTMENT FOR APPROVAL
DRAINAGE STRUCTURES TO THE ENGINEER OF RECORD FOR REVIEW AND
DEVICES SHALL BE LEFT IN PLACE UNTIL THE DISTURBED AREAS ARE
APPROVAL, PRIOR TO ORDERING MATERIALS.
COMPLETELY STABILIZED AND/OR VEGETATED.
9.
THE MANUFACTURER'S PROOF OF TEST SHEET MUST BE SUBMITTED FOR
ALL CONTRACTOR -FURNISHED METER PRIOR TO ACCEPTANCE OF THE
6.
THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF
4.
THE CONTRACTOR SHALL MAINTAIN ADEQUATE SOIL MOISTURE TO
FACILITY.
THE STORMWATER SYSTEM IN ACCORDANCE WITH THE GUIDELINES
PREVENT WIND GENERATED SOIL EROSION. ALL SURFACES 30 OR MORE
10.
ALL CONSTRUCTIONS AND CONSTRUCTION MATERIALS MUST MEET
SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
DAYS SHALL BE VEGETATED WITH A TEMPORARY OR PERMANENT COVER.
I.R. COUNTY STANDARDS.
'
PERMIT.
7.
EACH OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
DRAINAGE EASEMENTS ON SUCH OWNER'S PROPERTY. IN THE EVENT ANY
OWNER DOES NOT MAINTAIN THE DRAINAGE EASEMENT, THE CITY SHALL
!
HAVE THE RIGHT BUT NOT THE OBLIGATION TO ENTER ONTO THE PROPERTY
I
AND PERFORM SUCH MAINTENANCE AT THE OWNER'S EXPENSE.
i
8.
ANY UNSUITABLE MATERIAL FOUND WITHIN LIMITS OF ROADWAY OR PAVEMENT
SHALL BE REMOVED AND MAY BE USED FOR SHOULDER OR BEHIND CURB
,xu..,..::w.im.iAltl,:w:s.ua�,x6uu.,ex:dtlws,im:w�,.uwwa.is smw,us,Ixa.:ax,!xa,:.:iu,..�C,ewsa.,Nxeem.s aaw�w,. acays"vdnwawwe ... ...:.. .:.... � ;.:. ,.: "...., .....•,.
PPOPERTY LINE
P.B. GOOSENECK 3'
METERS SHALL BE
LONG (MIN.) OR SWING
LOCATED IMMEDIATELY \
JOINT OR APPROVED
INSIDE THE RIGHT-OF-WAY \\
EQUAL BY IRCDUS
LOCKING
UNLESS OTHERWISE
DIRECTED BY IRCDUS
CURB STOP
(TO ACCOMMODATE
APPROVED METER BOXES
x 3/4' METER)
SMALL LERE5/8'
CORP.* POYMCONCRETL
OR 2'
2'-0' ROADWAY 2'-0'
FIBERGLASS
CORP.
. STOP _
FINISH GRADE
OY
IN LINE DU
AL
LONG S RVICE CHECK BY
I i I IRCDUS
SHORT METERS
STAINLESS STEEL SERVICE (SEE NOTE 6)
DOUBLE STRAP
SERVICE SADDLE FITTINGS
%TER MAIN AS REQ'D.
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18' CENTERS (MIN.).
2. SHORT SERVICES REQUIRE 18' MIN. COVERT LONG SERVICES REQUIRE
24' MINIMUM COVER.
3. MINIMUMSERVICESIZE NOT LESS THAN V, DUAL SERVICES SHALL BE
A MINIMUM 1-1/2' AND TRIPLE SERVICES SHALL BE A MINIMUM 2'.
QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS.
4. V & 1-1/2' LONG SERVICES REQUIRE A 2' MIN. I.D. CASING PIPE. 2'
LONG SERVICES REQUIRE A 3' MIN. I.D. CASING PIPE. CASING PIPE
SHALL BE SCH 40 P.V.C.
S. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY
HERSEY, MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES
AND SUPPLIED BY APPLCANT• METERS 2 INCHES AND SMALLER SHALL BE
SUPPLIED BY IRCDUS.
6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR
AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING
POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING
ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS.
7. CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED.
DRAWING
DML%4 RIVER COUNTY NO.
DEPARTMENT of WATER SERVICE W-4
UTILITIES SERVICES
V
N
®�
0
�y S.
4 LL 41V �OD
0
c4� �cl
y� Uif)
\ W 4i
N v
W rs
rI: x
0
`i
a
W W
z z
DP,.�
Y• w
J
F W
.0
Oj
0:
i
�.
z0
i
o
-a)
ej
cn
Z
o
a
6
p
U
W
U
>
0-
LI
W
�
5
w
o:
0
o
z
PROJECT NO.\FILE NAME
DSCN
/AL/HFB/BASE
AJK
DATE
DRWN
10-28-97
AJK
SCALE
CHKD
1 "=20'
RSH
SHEET NO.
OF 4 3
!
7Ir
1
I1" DIA. CONDUIT
(TYP.)
lit
r"m j \
j.
} ------------
118
18
30 x 30 SIGHT
' I TRIANGLE
21
4K 1 30'
- - —� -- --- ---- r-. - J - --------- ------------- -- L.h.. ---- - - c „t- - - t-
oh - - — - .hs- -
--,- - .
N) I /
I I
POLE MOUNTED �r , XTEND EXISTING \
LUMINAIRE (TYP.) `�!-' ��v / / / 6' HIGH WQOb FENCE
r� SCREEN MECH.
EQUIP. WITH HEDGE
5
W XISTING 3'-HIGH WAX MYRTLE'S
TO THE 3dx30' SIGHT TRIANGLE
WINI'I'bIXIE DESIGN PLANS
x if
«Ile
1/
/ < l I
RACT-2
posed Bank < < ,
r e /
r /
l / �' , ' APPROX. LOCATION OF r�►
EX. 6' HIGH WOOD FENCE NORl H
-- o) l ,/ / W/ EXISTING 3' HIGH WAX MYRTLES
PLANTED 5' O.C. PER i
WINN DIXIE DESIGN PLANS 0 50 100
r i
Ile
< < < <
RS-10 l
i
/
4
t F A wok ��,
I
i
I
i
i
;
I
1
I
- �
I
t
I
f
;
i
�
i
i
y
i
i
I
I
I
}
i
i
1
i
I
� i
I i
I
LANDSCAPE CALCULATIONS
PAVEMENT AREA
STANDARD PARKING SPACES: 10' x 20' x
HANDICAP PARKING SPACES: 12' x 20' x
HANDICAP AISLE: 5' x 20' x 1
26PARKING SPACES
2 PARKING SPACES
AISLE
= 5,200 S.F.
= 480 S.F.
= 100 S.F.
TOTAL PARKING AREA:
= 5,780 S.F.
OTHER VEHICULAR USE AREA:
!
= 16,727 S.F.
TOTAL AREA OF PAVEMENTS:
= 22,507 S.F.
i
LANDSCAPE AREA REQUIRED
PARKING AREA:
10 S.F. PER PARKING SPACE 26 x 10 =
260 S.F.
OTHER VEHICLE USE AREA:
2 S.F. PER 100 S.F. 16,727/100 x 2 =
335 S.F.
TOTAL PARKING & OTHER PAVEMENT
LANDSCAPE REQUIREMENTS =
595 S.F.
TREE REOUIREMENTS�
PARKING AND OTHER VEHICULAR USE AREA:
1 TREE PER 100 S.F. OF REQUIRED LANDSCAPE AREA
595 S.F./100 x 1 TREE = 6 TREES = 6 TREES REQUIRED
NON —VEHICULAR OPEN SPACE:
1 TREE PER 2500 S.F. OF NON—VEHICHULAR OPEN SPACE
WHEN N.O.S. IS 30 TO 39% OF ENTIRE SITE:
NON—VEHICHULAR OPEN SPACE = 23,339.47 S.F.
PERCENTAGE OF SITE IN . N.O.S. = 39%
23,339.47 S.F. N.O.S./2500 S.F. = 9 TREES REQUIRED
ROAD FRONTAGE TREE REQUIREMENTS:
1 TREE PER 35 L.F. OF FRONTAGE
FELLSMERE ROAD: 429.92 L.F./35 =12 TREES REQUIRED
LACONIA STREET: 328.73 L.F./35 = 9 TREES REQUIRED
l
INTERIOR PROPERTY LINE TREE REQUIREMENTS:
1 TREE PER 50 L.F. OF INTERIOR PROPERTY LINE
176.25+40.53+140.9 = 357.7'/50 = 7 TREES REQUIRED
L.
TOTAL TREE REQUIREMENT = 43 TREES REQUIRED
i
LANDSCAPE LEGEND
SYMBOL QUANTITY DESCRIPTION SPECIAL INSTRUCTIONS
J
16 BALD CYPRESS PLANT 35' ON CENTER
(Taxodium distichum) SEE TREE NOTE
(25 Gal. Size)
f 13 CREPE MYRTLE PLANT 35, ON CENTER
(Lagerstroemia indica) ALONG FELLSMERE RD.
(25 Gal. Size) SEE TREE NOTE
SAVANNAH HOLLY PLANT 35' ON CENTER
14 (Ilex) ALONG FELLSMERE RD.
(25 Gal. Size) SEE TREE NOTE
j
PLANT 30" ON CENTER
s� 186 LIGUSTRUM ALONG FELLSMERE RD.
(3 Gal. Size) SEE HEDGE NOTE
LANDSCAPE NOTES
MULCH ALL AREAS AROUND LANDSCAPING.
SOD ALL LANDSCAPED AREAS WITH GRASS SPECIES NORMALLY GROWN
AS PERMANENT LAWNS IN THE CITY OF SEBASTIAN, FLORIDA.
SEE DIVISION III, LANDSCAPE AND TREE ORDINANCE, ARTICLE XIII LANDSCAPE
REGULATIONS OF THE LAND DEVELOPMENT CODE OF THE CITY OF
SEBASTIAN, FLORIDA.
PLANT MATERIALS USED SHALL EQUAL OR EXCEED THE FLORIDA NO.1, AS
GIVEN IN GRADES & STANDARDS FOR NURSERY PLANTS, PART I, 1963, AND
PART III, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE,
TALLAHASSEE AND AMENDMENTS THERETO. GRASS SOD SHALL BE CLEAN AND
REASONABLY FREE OF WEEDS AND NOXIOUS PESTS OR DISEASES. GRASS
SEED SHALL BE DELIVERED TO THE JOB SITE IN CONTAINERS WITH
FLORIDA DEPARTMENT OF AGRICULTURE TAGS ATTACHED' INDICATING THE
SEED GROWER'S COMPLIANCE WITH THE DEPARTMENT'S QUALITY PROGRAM.
HEDGE: SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT IMMEDIATELY
UPON PLANTING AND REACH AN AVERAGE HEIGHT OF THREE (3) FEET
WITHIN ONE (1) YEAR AFTER PLANTING; AND SHALL BE PLANTED AND
MAINTAINED SO AS TO FORM A CONTINUOUS, UNBROKEN, SOLID, VISUAL
SCREEN WITHIN A MAXIMUM OF ONE (1) YEAR AFTER PLANTING.
TREES: ALL TREES SHALL BE A MINIMUM OF SEVEN (7) FEET IN HEIGHT
WITH A MINIMUM OF FIVE (5) FEET OF CLEAR TRUNK SPACE IMMEDIATELY
AFTER PLANTING. TREES SHALL BE OF A SPECIES HAVING AN AVERAGE
MATURE CROWN OF GREATER THAN TWENTY (20) FEET AND HAVING TRUNKS
WHICH CAN BE MAINTAINED WITH OVER SIX (6) FEET CLEAR WOOD.
TREES OR PALMS HAVING AN AVERAGE MATURE CROWN SPREAD OF LESS THAN
TWENTY (20) FEET MAY BE SUBSTITUTED BY GROUPING THE SAME SO AS
TO CREATE THE EQUIVALENT OF A TWENTY (20) FOOT CROWN SPREAD.
SUCH A GROUPING SHALL COUNT AS ONE TREE TOWARD MEETING THE TREE
REQUIREMENT FOR ANY PROVISIONS HEREIN. IF PALMS ARE USED, THEY SHALL
CONSTITUTE NO MORE THAN THIRTY-FIVE (35) PERCENT OF THE TOTAL
TREE REQUIREMENTS FOR ANY PROVISIONS HEREIN AND SHALL HAVE A MINIMUM
OF SIX (6) FEET OF CLEAR WOOD. NO OTHER TREE SPECIES SHALL ACCOUNT
FOR MORE THAN FIFTY (50) PERCENT OF THE TOTAL NUMBER OF TREES.
OD
mi—
Z F-
(A
N
{� J
J to).
�I
Z Z o�
Q Q 4
w tL
tL ,
Q
U U o
Q CL
Z Z
Q F
Q
co
U
a
W
W
0) w
3
} La
lJi
Z
a�
LLJ
Uto
W
a
M W
o
Z O
-m
61
m
(�
Z
Z
V
a
O
�
L
a
U
>
0-
W
o
�
0
S
W
0:
0
d
Z
PROJECT N0.\nLE NAME
DSGN
/AL/HFB/BASE
AJK
DATE
DRWN
10-28-97
AJK
SCALE
CHKD
1 "=20'
RSH
SHEET NO.
4
OF 4
4Q•�T•"P
1>nwreri ,r'' FOUND PERMANENT
apr.n 1, REFERENCE MONUMENT
(LEANING 0.2 SOUTHEAST)
�,p�AvON MAP
�,
NTS
SURMEYORS NOTES
70.57'
•
9.43'
OC 45.5T
.......................
43.60'
------- .:nN------ ._.__...; n„•...-----------------------
1. BEARINGS BASED ON THE RECORD PLAT OF SEBASTIAN LAKES UNIT 1. PLAT
WOOD
/POWER
BOOK 12, PAGES 11 & i1A. NORTH LINE OF SAID PLAT BEING N 37'43'45" E.
k, -
�1,(i 1'
POLE
BILLBOARD
2. THERE MAY BE RESTRICTIONS NOT NOTED ON THIS SURVEY THAT MAY BE
R'
FOUND iN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
3. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED ON THiS
t100
SURVEY.
'
9'4;*
.
�'
.„. 1I
F4
4. BUILDING SETBACKS ARE 25' FROM ALL PROPERTY LINES.
I
80.00,
LEGEND
O DENOTES FOUND IRON ROD (IDENTIFICATION AS NOTED)
70.57'
70.57'
O DENOTES FOUND 4"x4" CONCRETE MONUMENT (IDENTIFICATION
AS NOTED)
DENOTES FOUND NAIL & DISC (PERMANENT CONTROL POINT)
E-4
O
(IDENTIFICATION AS NOTED)
N
to
1
�C
N V
- 0he --- DENOTES OVERHEAD POWER LINEStb
O
�
F
1w
p DENOTES DELTA
W
O
1�
R DENOTES RADIUS
In,
T DENOTES TANGrNT
L DENOTES ARC LENGTH
CB DENOTES CHORD BEARING
I
q
w
�`+
C DENOTES CHORD
n
R
n
`°
LEGAL DESCRIPTION FOR
FFLLSML'RE' ROAD (COUNTY ROAD 512)
(120' RIGHT-OF-WAY)
(PAVED OPEN ROAD) x
irn S 37*43'45" W 1004.29'
319.33' .
- . - _. -._ .. - - _ ------------ ----- ------- >. ... - ------------------ -----..._ __.. - ^ " _ ... .-------- .. ,> --------------- >
i,,,---..- �r, 590.57 r.=-------------------- rl �,- r.,-- •-:n" _--��•-- ---'.
5 0 00'
OVERHEAD POWER
LINES
WOOD POWER
POLE N
t6
r
3
=ir)
tv
ul
z
WINN DIXIE PARCEL
TRACT I
(7.97 AC,)
1n
Of
POINT OF COMMENCEMENT }
m V) = im
NORTHERLY MOST CORNER OF TRACT A \a V) °'
of \
e amcn
........... __... __..--.....-.._.......... ...._.............................................. ------ -- ................ ....... ....._..._.._-••----...... ...........----------• a\ m
r
O
FOUND IRON ROD & 1 S 31 '43'45" W,/ 3 U J J
wooD POWER CAP L.B. 3591 16.20' o a A
POLE--POIN OF BEGINNING ��
If1. O
. ..Im m^
w/
13a i38 +%� / ! I I I
- -- - _-J ...__.. _... ,.>..41 ,72.. - r» ---------- r.,• __.._.. _ _,,r.a..... 1 V.Z .------ p )_.__........ fp.. .._
c,
I fr. I I I N
NOO
N I �
'IX
woW0G]�
tit fn w w
wwww
f it
l �
OUT PARCEL ,-
i
TRACT 2
r,r
(I.39 AC.)
r�I1 rrr
r%
S
.\a6.
ly S 37'43'45" W 140.91'
00
THE VACATED NORTH T>ORTION OF ROSELAND ROAD } [
A PORTION OF THE VACATED ROSELAND RIGHT-OF-WAY, MORE
i F�n
PARTICULARLY DESCRIAF.D A,. Q
,A\A` 0
7
COMMENCING AT THE NORTHERLY MOST CORNER OF TRACT "A",
W
r
ACCORDING TO THE RECORD PLAT OF SEBASTIAN LAKES UNIT ONE,
OC
O
OOi`r
,
AS RECORDED IN PLAT BOOK 12., PAGES 11 AND 11A, OF THE.
THENCE
4
N
in
p�CV�
5
tf,,'r
,5
PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA;
�
RUN SOUTH 37 43 45 WEST ALONG THE EASTERLY RIGHT-OF-WAY
p
r*e
SCALE
C
LINE OF'FELLSMERF, ROAD (COUNTY ROAD 512) A DISTANCE OF
r...
t
,�
I
1 INCH = 50 FEET
933.72 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO
6-°"
O
,•
,
,O
BEING THE NORTHWESTERLY ItOST CORNER OF TRACT "B" OF
12,
'�
i;1
re,0
SEBASTIAN LAKES UNIT ONE, AS RECORDED IN PLAT BOOK
OF INDIAN RIVER
raq
p
(
50 100
PAGES 11 AND 11A, OF THE PUBLIC RECORDS
COUNTY, FLORIDA; THENCE RUN SOUTH 52°16'15" EAST ALONG
"B" OF
THE NORTHERLY LINE OF LAST SAID TRACT A DISTANCE
745.80 FEET; THENCE RUN SOUTH 00°24'2.6" EAST A DISTANCE
A CURVE
' rr
OF 17.74. FEET ,TO THE. POINT OF CURVATURE OF t
-- CONCAVING "E?'LY IT.*,VI"iG .", P.TDIUS OF 35.00 FEET, A DELTA
, K _
�7
ANGLE OF 28°59'08", A CITOVD LENGTH OF 17.52 FEET, A CHORD
BEARING OF SOUTH 14-05-08" WEST, RUN ALONG SAID CURVE A r� O
LENGTH OF 17.71 FEET; DEPARTING LAST SAID CURVE, THENCE
TRACT
RUN NORTH 52°16'15" WEST A DISTANCE OF 763.79 FEET TO A LEGAL DESCRIPTION FOR ADDITIONAL ROSELAND ROAD LEGA
I I Ra
POINT ON THE EASTERLY RIGHT-OF-WAY TINE OF FELLSMERE rt LEGAL DESCRIPTION FOR OVERALL,
RUN NORTH 37"43'45" EAST ALONG LAST SAID r' P
ROAD; THENCE f' _ + A PO T70tT OF TRACTS "A" AND "R", ACCORDING TO TIFF RECORD PLAT OF
,� �C6. ,.'`r A PORTION OF TRACTS "C" AND "F", ACCORDING TO THE RECORD FLAT OF SEBASTIAN LAKES UNIT ONE, AS RECORDED IN PLAT BOOK 12, PAGES 11 AND
RIGHT-OF-WAY LINE A DISTATICF OF 30.00 FEET TO THE POINT I t?� _ �' rr�r SEBASTIAN LAKES UNIT ONE, AS RECORDED IN PLAT BOOK 12, PAGES 13. AND 11A, OF THE PUBIC RECORDS OF TNrIAN RIVER COUNTY, FLORIDA,
OF BEGINNING. SAID PARCE:J, CONTAINS 0, 52 _ACRES, MORE OR G �� �7 rl7 r'
_FLORIDA,RE VACATED - -
IVE COUNTY FLO '1 F WAY F LACONIA STREET
LESS. �:T�y� ^- I '` .%' r :' 11A, OF THE PUBLIC RECORDS OF INDIAN RIVER , TOGETHER WITH PORTIONS OF VA_ATF.T IT1Gf T 0 0 0
3 n PARTICULARLY DESCRIBED AS: AND ROSELAND ROAD, MORE, PARTICULARLY DESCRIBED AS:
in
LEGAL PESCRTPTION FOR ;o %.1 : COMMENCING AT THE NORTHERLY MOST CORNER OF TRACT "A"; T14ENCE RIJN BEGINNING AT THE NORTHERLY MOST CORNER OF TRACT "A"; THENCE RUN
THE VACATED SOUT11 1'ORTTON OF ROSELAND ROAD N I an C7• 1)
"'�, Err, c'r, 'r WESTWARDLY
L A BEARING OF4SOUTH 37°43It45H WF.ST,'IS SA WESTWARDLY ALONG THE SOUTH LINE OF FELLSMERE ROAD, ,WHICH IS ALSO
THE VACATED T'TGFIT-OF-WAY FOR ROSELAND ROAD, = Z % -TITE NORTH LINE OF TRACT "A", A BEARING OF SOUTH:37°43'45" WEST A
A PORTION OF TI +,Lrp' r` r
DESCRIBED AS: w >_ DISTANCE OF 1013.7?. FEET TO THE POINT OF BEGINNING; THENCE CONTINUE DISTANCE OF 1004.?.9 FEET TO THE EASTWARDLY RIGHT-OF-WAY LINE OF
MORE PARTICULARLY�., n I - tk r' r' ALONG SAID SOUTHERLY RIGHT-OF-WAY SOUTH 37°43'45" WEST A DISTANCE ROSELAND ROAD; THENCE RUN SOUTH` 52"16115" EAST ALONG SAID
I O ,% rr. OF 70.57 FEET; THENCE RUN SOUTH 52"16'15" EAST A DISTANCE OF 729.40 EASTWARDLY RIGHT-OF-WAY A DISTANCE OF 72.9.24 FEET TO A POINT OF
COMMENCING AT THE NORTHERLY MOST CORNER OF TRACT "A", m Eri VACATE 10.00' OF EXISTING RIGHT-OF-WAY \O , , FEET TO A POINT OF CURVATURE; RIJN THENCE ALONG SAID CURVE TO THE CURVATURE; RUN THENCE ALONG SAID•CURVE TO THE. LEFT WITH SAID CURVE
ACCORDING TO THE RECORD PLAT OF SEBASTIAN LAKES UNIT ONE, "� N - `_ % RIGHT WITH
SAID CURVE HAVING A RADIUS OF 22.5.00 FEET, A CHORD HAVING A RADIUS OF 35.00 FEET, A CHORD BEARING OF NORTH 63°39'39"
AS RECORDED IN PLAT BOOT: 12, PAGES 11 AND 11A, OF THE in I ,.� .n (A PORTION OF TRACT B 0.28 AC.) % �'`yr BEARING OF SOUTH 26°22'45" EAST, A CHORD DISTATICE OF 196.50 FEET, EAST, A CHORD DISTANCE OF 62.95 FEET, A LENGTH OF 78.27 FEET, TO
PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE °' r '` ter. ,'' A LENGTH OF 203.35 FEET, TO THE WESTERLY RIGHT-OF-WAY LINE OF THE WESTERLY RTGHT-OF-WAY LINE OF LACONIA STREET; THENCE RUN NORTH
RUN SOUTH 37°43'45" WEST ALONG THE EASTERLY RIGIIT-OF-WAY I
..;'' '` LACONIA STREET; THENCE RUN NORTH 00°29'14" WEST A DISTANCE OF 89.82 00"2426" WEST A DISTANCE OF 1225.46 FEET; THENCE RUN SOUTH
LINE OF FELLSMERE ROAD (COUNTY ROAD 512) A DISTANCE OF I i
HE POINT OF BEGINNING; THENCE RUN SOUTH � c0?_ ,.' FEET TO A POINT OF CURVATURE; RUN THENCE ALONG SAID CURVE TO THE 37°43'45" WEST A DISTANCE OF 16.20 FEET TO THE POINT OF BEGINNING.
963:72 FEET TOT O� ID PARCEL CONTAINS ..6 ACRES, MORE LESS.
52 ° 16' 15" EAST A DISTANCE OF 763.79 FEET TO A POINT ON A ,• ,' ,.' '� LEFT WITH SAID CURVE HAVING A RADIUS OF ?_?.5.00 FEET, A CHORD SAID PA L CO NS 9 3 ACR • S R OR
V 5" EAST WESTERLY HAVING A RADIUS OF 35.00 FEET, ( ;' r. BEARING OF NORTH 26-22-45" WEST, A CHORD DISTANCE. OF 196.50 FEET,
CURVE C 'y �r
ANGLE OF 87°09'7.4", A CHORD BEARING OF SOUTH rr,.'' ,• A LENGTH OF 203.35 FEET, THENCE RIJN NORTH52°1.6'15" WEST A DISTANCE
A DELTA
72°09'WEST, A 87LENGTH OF 48.25 FEET, RUN ALONG _�. O [ OF 673.84 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS
SAID CURVE A DISTANCE OF 53.24 FEET TO A POINT ON A CURVE EXISTING UTILITY EASEM NTH $ I ]..31 ACRES, MORE OR LESS.r•r''
CONCAVING WESTERLY HAVIN A RADIUS OF 225.00 FEET, A PER LE AR AGREEMENT r ►�, ,'y�
r ~ P
DELTA ANGLE OF 16° 58' 213", A CHORD BEARING OF NORTH O.R. Boo 1008, PAGES 192 - 194-3 _ '• p=, 0, r F. t�
43 ° 47 - 01" WEST, AND A C110RD LENGTH OF 66.41 FEET, RUN
r'
'j r � •.' 1,F,GAL DESC_RTPTTON FOR TRACT 1.
00'
-ALONG LAST SAID CURVE A DISTANCE OF 66.66 FEET; THENCE C � co
RUN NORTH 52°3.6'15" WEST A DISTANCE OF 670.82 FEET TO A PROPOSED Q r `r LEGAL DESCRIPTION FOR VACATED ROSELAND RIGTTT-OF-WAY A PORTION OF TRACTS "A" AND "B", ACCORDING TO THE RECORD PLAT OF
POINT ON THE EASTERLY RTGFIT-OF-WAY .LINE OF FELLSMERE L � UTILITY EAS MENT C� � f r� � ' � •
SELIASTTAN LAKES UNIT ONE, AS RECORDED IN PLAT BOOK 12, PAGES 11 AND
ROAD' THENCE RIJN NORTH 3'7"43' 45" EAST ALONG LAST SAID POINT OF BEGINNING `` 11A, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA,
ti y HY
RiGFIT-OF-WAY LINE A DISTANCE OF 30.00 FEET TO THE POINT '` 5`r q �' RIGHT-OF-WAY
5 3T43'45' W :'� �� `-' '` PORTIONS OF VACATED RTGHT-OF-yIAY OF ROSELAND ROAD; MORE
TOGETHER WITH PORTIONS OF VACATED RIGHT OF WAY OF LACONIA STREET
OF BEGINNING. SAID PARCEL CONTAINS 0.53 ACRES, MORE OR (n I Iz "t�'� Y
+� 52.9 ' J� 5 37'43'45=w _ IG '�Q LEGAT, DESCRIPTION FOR PROPOSED SEWER LINE PARTICULARLY DESCRIBED AS: AND ROSELAND ROAD, MORE PARTICULARLY DESCRIBED AS:
LESS. 80.00' .ry �5� „ CO1-TMENCING AT THE•. NORTHERLY MOST CORTIFR OF TRACT "A"; THENCE RUN
o o _ . COMMENCING AT THE NORTHERLY MOST CORNER OF TRACT "A", ACCORDING TO
o �C q5 Da .t,0 l r „ „ „ • „ WESTWARDLY ALONG THE SOUTH LINE OF FELLSMERE ROAD WHICH IS ALSO
n FOR _ „F _ ,'' -• ---� A PORTION OF TRACTS C AND F , ACCORDING TO THE RECORD PLAT OF THE RECORD PLAT OF SEBASTIAN LAKES UNIT ONE, AS RECORDED IN PLAT F NORTH TRACT"A", ' ' "
LEGAL .-T FCRIFTION ?, N 37'43'45' EO-0•r p�� BOOY. 12 PAGES 11 AND 11A, OF THE PUBLIC RECORDS OF INDIAN RIVER THE N RT I LINE OF TRACT A , A BF.ARZNG OF SOUTH 37°43 45 WEST, A
'+t'ORTION OF ROSELAND ROAD +^ 52.93' = '� SEBASTIAN LAKES UNIT ONE, AS RECORDED IN FLAT BOOK 12, PACES 11 AND ► DISTANCE OF 413.72 FEET TO THE POINT OF BEGINNING' THENCE CONTINUE
THE VACATED IIFEDCt.,I �r4� I
11A OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA MORE COUNTY, FLORIDA; THENCE RUTt WESTWARDLY ALONG THE SOUTH LINE OF
ED AS FELLSMERE ROAD, WHICH IS ALSO THE. NORTH LINE OF TRACT „A„, A ALONG SAID SOUTHERLY RIGHT-OF-WAY SOUTH 37°43'45" WEST A DISTANCE
L PARTICULARLY DESCRIB
A PORTION OF THE VACATED RIGHT-OF-WAY OF ROSELAND ROAD, ,•��O BEARING OF SOUTH 37"43'45" WEST, A DISTANCE OF 934 35 FEET TO TTJL OF 590.57 FEET TO THE EASTWARDLY RIGHT-OF-WAY LINE OF ROSELAND
PARTICULARLY DESCRIBED AS: " F ROAD; THENCE RUN SOUTH 52"16115" EAST ALONG SAID EASTWARDLY RIGHT -
MORE P O ,. T . THENCE CONTINUE ALONG SAID SOUTHERLY RIGHT -OF- AT THE, NORTHERLY MOST CORNER OF TRACT A THENCE FTUTI POINT OF BEGINNING,
u n ,�'y�lr P�r� . �� OF -WAY A DISTANCE OF 729.24 FEET TO A POINT OF CURVATURE; RUN
CORNERF TRACT A , �� WESTWARDLY ALONG TITE SOUTH LINE, OF FELLSMERE ROAD, WHICH IS ALSO WAY SOUTH 37"43 45 WEST A DISTANCE OF 70.57 FEET TO THE EASTWARDLY
COMMENCING AT THE NORTHERLY MOST SEBASTIAN
O THE NORTH LINE OF TRACT "A" A BEARING OF SOUTH 37"43'45" T•1EST, A RIGIIT--OF-WAY'"LINE OF ROSELAND ROAD; THENCE RUN SOUTH 52°16'15" EAST THENCE ALONG SAID CURVE TO THE LEFT WITH SAID°CURVE��HAVING A RADIUS
ACCORDING TO THE BE FEET OF SEBASTIAN LAKES UNIT ONE, ' „,� OF 35.00 FEET, A CHORD BEARING OF NORTH 63 39'39 EAST A CHORD
t^
11 AND 11A, OF THE. mow@ P DISTANCE OF 1084.29 FEET TO THF. WESTERLY RIGHT-OF-WAY LINE OF ALONG SAID EASTWARDLY RIGHT-OF-WAY A DISTANCE OF 72.9.2.4 FEET TO A
AS RECORDED IN PLAT BOt;t' 12, PAGES �' ROSELAND ROAD; THENCE RUN SOUTH 52° 16' 15 EAST ALONG SAID ROSELAND POINT OF CURVATURE; RIJN THENCE ALONG SATE) CURVE TO THE LEFT WITTi DISTANCE OF 67..95 FEET, A LENGTH OF ?8.27 FEET, TO THE WESTERLY
PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE $ „ RIGHT-OF-WAY LINE OF LACONIA STREET; THENCE RUN NORTH 00°24126
.. FIT -OF -WAY tr•mR ROAD A DJSTANCF, OF 615.37 FEET TO THE. POINT OF BEGINNING; THENCE SAID CURVE.. HAVING A RADIUS OF 35.00 FEET, A CHORD BEARING OF NORTt;:
UN SOUTH 37°43 45 WEST' ALONG THE EASTERLY RiG ,Y.R 63"39'39" EAST A CHORD DISTANCE OF 62.95 FEET A LENGTH OF 78.27 WEST A DISTANCE OF 896.74 FEET; THENCE RUN SOUTH 37*43'45" WEST A
R T I Y ROAD 512 A DISTANCE OF RUN SOUTH 37"43 45 WEST A DISTANCE OF 52.`93 FEET; THENCE RUN SOUTH , ,
LINE OF FELLSMERE ROAD (COUNTY - ) r.- ° „ " � FEET, TO THE WESTERLY RTGHT-OF-WAY LINE. OF LACONIA STREET; THENCE DISTANCE OF 140.90 FEET; THENCE RUN SOUTH 78059'56" WEST A DISTANCE
L 52 16 15 EAST A DISTANCE OF 15.00 FEET; THENCE RUN NORTH 37 43 45 OF 40.53 FEET; THENCE RUN NORTH 52"16'15" WEST A DISTANCE OF 176.26
993.7?. FEET TO TETT: POINT OF BEGINNING; THENCE RUN SOUTH �,� ,M...T :,%' RUN NORTH 00°?.4' 26" WEST A DISTANCE OF 17.75 FEET; :THENCE BUTT NORTH
I 670.82 FEET TO A POINT ON A »w?, Y EAST A DISTANCE OF 52.9.1 FEET; THENCE RUN NORTH 5?. 16'15" WEST A
57." 16' 15" EAST A DISTANCE O �' r;.r' 5 52" 1.6' 15" WEST A DISTANCE. OF 745.80 FEET TO THE POINT OF BEGINNING. FEE'<T TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 7.97 ACRES,
CURVE CONCAVING SOU'IHERi,Y HAVING A RADIUS OF 225.00 FEET, ( DISTANCE OF 15.00 FEET TO TtLF POINT OF BEGINNING. SAID PARCEL
C yCONTAINS 0 , MO AID RCFL CONTAINS ACRES, MORE OR LESS.
M C O LESS.
A DELTA ANGLE OF 16'S8' B", A CHORD BEARING OF SOUTH b^�1 A - 51.47*01.
f
43"47'01" EAST, A CHORD LT;NGTIT OF 66.41 FEET, RUN ALONG '' . P. = 225.00'
02 ACRES RE OR LESS. S PA tTTA 4 1 ?3 Si OR • R F
SAID CURVE A DISTANCE OE 66.66 FEET TO A POINT ON A CURVE T o•-w T = 109.35 Y,
h -'T L 203.35'
CONCAVING NORTHERLY TIAV114G A RADIUS OF 35.00 FEET, A CB - N 2622'45' W ,�'�• ?' r LEGAL DESCRIPTION FOR UTILITY EASEMENT
DELTA ANGLE OF 11.59'39", A CHORD BEARING OF ,NORTH
' WEST, A CHORD. LENGTH OF 7.31 FEET, RUN ALONG C > 196.50' � �`
58 ° lf, 04 ' WF,., LEGAL DESCRIPTION FOR TRACT 2
OF 7.33 rEr,T; THENCE RUN NORTH A PORTION OF TRACTS "B", "C" AT1n "F", ACCORDING TO THE RECORD PLAT
SAID CURVE A DISTANCE OF SEBASTIAN LAKES UNIT ONE, AS RECORDED IN PLAT BOOK 12., PAGES 11 LEGAL DESCRIPTION FOR VACATED LACONIA RTGHT-OF-WAY „
5?_° ].6' 15" WEST A DISTAtI�'F: OF 729.24 FEET TO A POINT ON SET IRON ROD A PORTION OF .TRACT "A", ACCORDING TO THE RECORD FLAT OF SEBASTIAN
THE EASTERLY RIGHT -OF -WRY LINE OF FELLSMERE ROAD, THENCE � % AND 11A, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA,
LAKES UNIT ONE, AS RECORDED IN PLAT BOOK 1.7_, PAGES 11 AND ].lA, OF
RUN NORTH 37"43' 95" EAST ALONG I,eIST SAID RIGHT-OF-WAY �^^^- ` r'+r L.B. 4503 MORE PARTICULARLY DESCRIBED AS: THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, TOGETHER WITH
+ % rr SOUTHERLY MOST A PORTION OF VACATED RIGHT-OF-WAY OF LACONIA STREET, MORE
LINE A DISTATICE OF 10.5'7 FEET TO TETE POINT OF BEGINNING. �% r
+ + COMMENCING AT THE NORTHERLY MOST CORNER OF TRACT "A"; THENCE RUN PARTICULARLY DESCRIBED AS: A PORTION OF VACATED RIGHT -OF -WAX OF LACONIA STREET, .MORE
SAID PARCEL, CONTAINS 0.1'i ACRES, MORE OR LESS. _ „� ' POINT TRACT A WESTWARDLY ALONG THE SOUTH LINE OF FELLSMERE ROAD, WHICH IS ALSO PARTTCUT,ARLY DESCRIBED AS:
rr THE NORTH LINE OF TRACT "A", A BEARING OF SOUTH 37°43'45" WEST, A GTd THE NORTHERLY MOST CORNER OF ACT "A" ACCORDING TO
R - 225,00' I `' BF _, t CLING AT T N r TRACT r 0 COMMENCING AT THE. NORTHERLY MOST CORNER OF TRACT "A"; THENCE RUN
T = 109.21 f + DISTANCE OF 979.29 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE THE: RECORD PLAT OF SEBASTIAN LAKES UNIT ONE, AS RE,COitDED IN PLAT WESTWARDLY ALONG N t
ALONG SAID SOUTHERLY RTGITT-OF-WAY SOUTH 37"43 45 WEST A DISTANCE LO G THE SOUTH LINE OF FELLSMERE ROAD, WHICH IS ALSO
L - 203.35' � / � 1r, ,:� � 0 = ,� �8.08 11 BOOK 12., PAGES 11 ATill 11A, OF THE PUBLIC RECORDS OF INDIAti RIVER , " „
CO = S 262245 E y + OF 25.00 FEET; THENCE PUN SOITTIT 52°16'15" EAST A DISTANCE OF 574.14 COUtLTY, FI,OP,IDA; TFTENCE RUN WESTWARDLY ALONG THE P)ORTIL LINE, 0r^ THF, NOL'III LINE OF TRACT "A", A BEARING OF SOUTH 37°43 45 WEST, A
r+ R 35.00 DISTANCE OF 413.72 FEET; THENCE RUN SOUTH 52 16 15 EAST A DISTANCE
C = 196.50' FEET; THENCE RUN NORTI , 37 43 45' EAST A DISTANCE OF 25.00 FEET; "
LA..ONIA S'PFEFT WHICH IS ALSO THE FAST LZTIE OF TRACT A A BEARING
R ' TIIF•NCF RUN NORTH 52"16'15" WEST A DISTANCE OF 574.14 FEET TO THE "' ', OF 176.26 FEET; THENCE RUN NORTH 78"59'56" FAST A DISTANCE OF 40.53
T r= 71.98 dE' SOUTH 00 7.4 7.6' CAST, A nLS1'ANCr, OF 1187.13 FEET; THENCE P.LL`7 FEET; TIIENCE. RUN NORTH 37"43' 45" EAST, A DISTANCE OF 140.91 FEET TO
/ POINT OF BEGINNING. SAID PARCEL CONTAINS Q + .33 ACRES, MORE. OR LESS. SOUTH 52"16'15" EAST A DISTANCE OF 12.71 FEET; THENCE RUN NORTH
THE WESTERLY RIGHT •OF -WAY LINE OF 1,ACOttIA STREET; THENCE RUN NORTH
CHORD = E2.95' - 00"24'26" WEST, A DISTANCE OF 1207.72 FEET; THENCE RIJN SOUTH 0°24'26" WEST A DISTANCE OF 328.72 FEET THENCE RUN SOUTH 37 43 45
i 37°43'45" WEST, A DISTANCE OF 16.20 FEET TO THE POINT OF BEGINNING, '
. ► " WEST A DISTANCE OF 16.20 FEET TO THE POINT OF BEGINNING. SAID
' CHORD BEARING = N 63 39 39 E SAID PARCEL CONTAINS 0.78 ACRES, MORE OR LESS. PARCH, C,ONTATNS 1.39 ACRES, MORE OR LESS.
ca
X
r et
§
m
t
o
a
z
o
�
Ld
II
C)
Q
0
C
J
Q
Z
�_
}
J
O
O'
to
Q
Z
O
m
O
w
O
LL
1C
N
••
O
.
6�
W
0
0
Y
0LL
i-
�
00
w�o(L
a
a- w�
w
23
Q_
O
LWL .
f-
m
(A
0 O
I Q 1
W V li N U
p I+-
�+-�Q�CVJ..J �Q
1x = D O I� Q Q LAM]o0
UOZ ?w Wa
0 oC p
Two QwiO r-nw
4>-QO0m a_,
iJ90OzJ�.�w }
Z<faQFO=z0 z
CLWJQ3W U.
0� _
E2
NVwI-¢W
N-WOO Z TOz
�
LU J
�t _j
p1,s = Cs
'ALIP °Qco
��j
>>
O Z
V � A
I I I I i AREA-0.17 AC.f / \ \ �/IN,\
C.
16. The .Contractor is to erect barricading, flagging or temporary fencing „ 1:4
/ sufficient to restrict all vehicles and unauthorized personnel from the C
/ DEVELOPMENT SCULE site work area. These barriers must be placed a sufficient distance from
HEDT ,; /r•�
/ the site work area to ensure public safety.
r .
1,- PHASES 1 do 2 ARE CURRENTLY ANTICIPATED TO
G J / nrun.r.1r•r ^f%L1e n11ntnnw1 UATU � 'cn rn cn nwve 17..The Contractor Is resnonsible for maintenance 'of .'traffic meetino .. -= ■
i 1 space required per 200 s.f. of building area.
Apart of Tract C. all of Tract E and part of Tract F, Sebastian Lakes, Unit 1. as
I r i No. of spaces Req'd. Provided recorded in Plat Book 12, Page 11. Public Records of Indian River County. being more
I I I Phase 1: (13,833 s.f.)(1 space/200 s.f.) = 69 70 — — — — -- -- -+ ( i particularly described as follows
Phase 2: �3:151 s.f.)(1 space/200 s.f.) 16 18 / I i )(p / ) From the S.E. comer�of Section 14 Township 31 S. "Range 38E. Indian River CountyPhase 3: 2730 s.f. 1 s ace 200 s.f. = 14 14
/ I Florida. run-. N.48'27"57"W...a distance of 865.34 feet to 'the N.W.comer of Tract C.
I I I II i I l of aforesaid plot of Sebastian "Lakes, Unit 1; thence S.37'43'450W., along the
INDEX southeasterly Right -of -Way line of County Road-No:'`512 (Fellsmere Road) a distance of
SITE DATA:
Zoning: PUD(R) (commercial)
Total site area: 4.41 acres
Phase 1 area: 1.91 acres
Phase 2 area: 0.93 acres
Phase 3 area: 1.57 acres
SITE AREA ...................... 192,271 S.F. =
4.41 AC.f
TOTAL BUILDING AREA ..:.. 19,714 S.F. =
0.45 AC.t
TOTAL PAVEMENT AREA .. 75,978 S.F. =
1.74 AC.t
TOTAL SIDEWALK AREA ..... 5,071 S.F. =
0.12 AC.f
TOTAL IMPERVIOUS AREA .. 100.763 S.F. 2.31 AC.f (52% OF SITE)
Descri tion
ffSheetNo.
DIMENSION PLAN
PRELIMINARY PLAT
3
EXISTING CONDITIONS DEMOLITION PLAN
4
PAVING GRADING
AND DRAINAGE PLAN
5
UTILITIES PLAN
6
SITE DETAILS
7
SITE DETAILS
8
STANDARD WATER
DETAILS .
9
STANDARD WATER
DETAILS
10
STANDARD SEWER
DETAILS
90.57 feet to the Point of Beginning of the herein described parcel; thence tun
S.5216'15"E., along the new southwesterly Right -of -Way tine of Roseland Road
Extension. a distance of .655.00 feet; thence;S.53'W00"W... a distance of 161.40
feet; thence S.82'19'24"W., a distance of 340.13 feet .to a Parrhonent- Reference
Monument at the easterlymost comer of _the Replat 'Subdivision - of Tract C, Sebastian
Lakes, Unit 1. as recorded In Plat :Book 13. Poge''1. Public Records of River
County, thence northwesterly along the 'easterly `boundary of said plat, and along a curve
which is -concave easterly 'having a radius of..750.00 feet,- a• central angle of
,19'57'36 ; and a chord bearing N.19'46"06"W , on arc distance of .261.28 feet
to a Permanent Reference Monument; thence N.52'1551"X a distance of 31.00
feet; thence S.73'59 :26"W., a distance of 204.51, feet to .aforesaid -southeasterly
Right -of -Way line of County Rood'No. ' 512 -(Feilsmere Road); thence'N.37'43'45"E.,
along said Right -of -Way line a distance of 422.42 feet to the Point of Beginning. -
Contains- 4.414 acres, more or less.
u
,
"A FIER
A T,lrtl.,
"tq Mil `i;
a;i�, 19m m
M
. tl
Nl V.
4,
W 11 1 ll. " . i, 1i Al "ll, ;
T Nil
ir�,'� P
%
ii 4
i1j"
IY;, x
)�J, A� rk
"I,,, W'1 I;,
2
A
n
p
k,A. �,,e
iw�
A
A i,, I FA
16
t
T,
iii'e. 5;;r;
41ll
AIS
I,, A?
rift"
N, A
'Nil 4,
Z
. :�ri ,:i�, Ali
�.q
21
T`�!�",:j, Its-,
7,
vo.'j
n
�z 7n
Aw
4,A-q;iiT 'Al �E
7
A.,Y" IF.
�:,: lif
43 ti. M-
v%p%v Tr � I
A
it _Vd h
S. .
As
I le
`7. fob
A
T.:
I'A i.e iii�Tc;&,, .4
e1V ic
114,
0"
7i
- 4 V.
a *z:,n
. . . . . .......
-3 A 4"
�m�J:
1A
j� '! j j.,�_. pig jv.
g
v
C
A, ff
'Si A
E 0
G
T WN so
M..
VE
F",
vj I. -I"
o
46"1" OW RWM Vk
A
"A
tj.-y. _21 L " . ; 1�1
ij
E �,,l
OF
44;
0"IMSHIR"" J,
b''t t t ,
_PF
ISHOM
AN'%, ""RESVIC'nONS �OR RESMA11ONS 1 - - Mff ACIM"OMS-1,
wimm i AL
_W E D I
a
A. 69 il
AwUiAL
Ift'il LA
USE'�MF WPERTY:�
Oil N�
A CT A
A D"
12
RIDA anti
J. GO U` N Ti�.--Y,--
558,; ST
iA.K; 4, i
s ji 7q�
OlO
Of f SO."— *j" ow
Oe 44ttm
6
1�:� ai j" A'.
14t. F A
TVA`
TAK I I RMM CRIBED me
A
4;-, WIT
4;
Y,14.4 7 o-ltl. - g 1,i� ,,,I A N 11 Ai 1. i; . i, %; it, it 'T"'
l'i AT �JWDIAN
. 0, 10
r 11 1,
FIMMU? Au A"'OF-J1191-1 UBLI
T
-A Ilk A.,
N `_ 1� I " - , I .�i;
z iil, li� 1,40�4t � " i.
ij
, :;4li �,;*,, Ali, 0
4, -jLi& _. A I ,
-A Tl Yf 4
A
11%,`�!
i4
"K.
'RE OR 'JIA
"'ALI ftViMT ,'!�pq
Ar WAA zWs�-
WIMM
b t
b'',
4 an %
i b
ZO! ;I-
i�`ll, j
o
'v, y4
7.
"S
A
Kl.�� "'A
T',
4 tl'.�fk,'!�;.
16111 F. 4' D,"`�,
Ivy I,
4..
A
A..
-Air
"AwAr i_';1'.'_.j�t_�.j-,�, ii ,� c i, �li. - �, - '.;, ';,,
Eff FEE Zp.
't - CT P
MA
All., ','Jll�:",�� 4
4
T
tmp
1, 54
W
X.1�
r
il`V
AMES" UNIT NL
ur " q
THE -;EAST
V MIA#?
-10 IT!"WEST
0
'FEET!iT: 67,1 LWA luls,ur e0 j
11B SOMA"
VINVA .1; Al:,
if' �,' � �. , : " - I i.........
-A GLE1Mr....JLS �zVO,,J MF` L �..._1.1.1._ 4
4" A]i�
ke T6 P
lV'�MAU091 L a fln t; DELTA"
TANCEM "1225ii"46k CURVE','
w ft t b1m 11 43, 14 oir.
NT
Air
A
j,��,
n
-Att
n
0 ZZ. j
t �qg-.i: k
Ti7 'A
'7?
;T,
Pt XT
LONG; WSAID'i; RIGHT419-T 44
-A Ij
)MV6
'i's'. "J, 1 1
Mr 0161AWCEL CO ArN
0 im .1.1,� - , d:-
IV27";
.41
EET ii - I 11 ES V I
Ti. . A.-
T,
A
zf
�5
x.!
Ov i',
7.sf- 7.1
% i�' I.. .,
A, 7.11
4, n -A
%
-lxg ,
... ... .......
41
K.� , 4.10._i"F�V .1 " .
VT W41
WO., Z
4, -Z
v ; `� - - n. .. li`e �Iw
AV
4 Wit..
AT .4A,�k
%
'it 'i,
NA;
4%-?,
i4,e lj� -_
Ad�� - .. , N
50T
I A
Ai
pi, ��i
0.tj5 sirr R
WTI INUMIM
, - -11, .. , - ills
it,
a , . . . =� , "I — . . I , - �, -j" , , ii -. , s - , . i �
.8 ... _ z�j, ;%i,�;,
V�
MXAP,
T _t 31.
bf.
V`ni
b 44"
4
Q. 61M
�,Ioc nm
IT.
Af
W IWAM 7 t
"AX
gum ,
r -'%�4 "4-1-M TA-1 l 071 ;A
AS;
M L�,�
ae
ie.01
"a "x
03
4 STA �W
PO
L 66A
v g,
F2;" '4
A;
% -i-MACTiA
�,ewvttwx mowimm k
4 .
(LEAHM -��4 "TfIlom U
4!t.�",&.Ti 6 A
4. Mtpolff W1 Z 'ORANGE"'
j rmK
it
t OF;�
0.r SOUMA"
WASIAN;
V
3 -p i
'A m -v%,c
Coo"
�J 0."01
W mg .'feinux
ei�
1.
I i�r ix
T
W q
A-. A 0. y -IT,
'Arm 1p"
V. Nq w
j
%
7, 41, , . i , -
I ., , 'i �L — , wr
wl V ... .. .... .......
T
CRM
ok
n
dtht V
j?
.11, Ij .4 1
'As ii.'11�A-1. ., , - I
.W
P � I - �'16-
4
a
W.
T) A-';
n
kz.;�'hfd- KATMWAW,,,Ikik��
& *Y �Fal
O.V
41v ON
3
".j", is prik
A kIN
IT, 4
A
VIA
Y Na�
v
?
q, MIN
"Te" lA,
7,
gig". 7 -Azt;a X. 4,30 'A
AT,
A p A �5-�
S1
fit
Ti. e.C. ZnTt. I
N
71w%
v l2m, f
A� Pit
A gfv��.ug ',n�
g.
Ar'l.
D11
A ii�, Y
T"r .
q
AA,
q.
P '7�
T 4,.,; It
i.i.,
44
.12
3
V:1�1
K
V
6
in,
T"
1 ., l , I �_ I ; I I . ." A,' ln-iaii, 0 -11-1 — _ ...qrp,.;A� -,
iho
4ji;
4 - s.1f:
qa,
M OR ..00,11 A
2T�
_A I
'0110 1 wm 44
A_ X
'Ap 't "T'
ZU
v
_'2 A,
':iT;
in
W.
AI
P
A
i4c.-
L
Y, smo, W
'N' 4
ImA no 0
nvi
W-41
�X
ATA
v
g
S
b,
zm
!,A,
I pal
MEN oyj!_�,jr
.4- , "'Afte �iun
A
T,
_4 a
Q, l 7,
�i T j _ 41
d
n
Z ft
V
ZT,
IA, f_
g'y
S
IN— 3,71A, il:` n r"
T V54 0.1.
J'%l- Nk 4" "Till z
0,
%
M
M
0
A
;giw�,
M
W W.
4,
A
Q� A
2
A,
TRAQT�r'
""i ji� if.
b;
a 4y"
;A
Am, :i"
'A
l' - , � .. 't -
n� - ", ir " ' - L L " A ii�
A,
Al"
if
Tl v
Z M�
A r,.
lY
y
W
V& min
2
T
TT
N-It
T�
'ter ��l
T ,
"T!,
Q Tp
t.- w,
fit
T.
?
. . . IT
'T'. _17
J
12% -�il �h, e p5 v�,u 4, 'j� ift", 4t
iRz 1 7., v `Z , -
-i -#
VE, ii,
t
w 2
PL,,
T, d
7
0
16F.
Al
43
0
T
'AT
�i, iji!,
�Tl
'S 4,
Ti;
�T
W
T� �AAT
Fla.
Al
Ti
lT
ea IT
-P
Z
JT, - ... T, 'M , A
AT ;(17
OV A
W �g T-P.- . -11 Ti—
� ` i ` ' _� - .:L�, i; i tFr, 12
A,
-TWIL F%Lf4 T7,
-n
A;L
T�
g
Pft
�'T
1 0-4 &U W "JI
7i _hk !� ', , T,
i., . 4 ;W,% ' kii
u g
L nq;
N
i2i,
g4, T, 40,
A,
�X
h
L
:,rA;
e-r.
4
%;
'c;
A i� IR
7
U
"TL
g-
T,' TA
A 4"
f
-z F"t;
W
tt
�'A -116,11 -?�tCl
T
SL
"T
LN
2
'T'
A�
A:i
i T
;i,-L hc ii� 4 -e"',
A
lL; A" T,,
-A
ir' , L�, ! L'� .� L : L : L _�Tl :%'i%',� � ': ir" L� i� �
Tj n
A_
OF-tW,AY,,:'Qk,T0R1n0N
M
't'it , — - I , ' '
Pat
g T
MO
VACATM
0 T,
Nr
RMT
AlA �x
q ,
IT 'EW14M
l V,-!� -c
T'� VF)
A,
T
'- pL, 6§_ 'iTL, `L;�L;, '. i% I � . r", A�
ij , ._, ',l �,,i ii ., "___ _ �' - K'
* , T
WMM
-z' bw
;1YL Z
0,
S
S, 4.
T�
A: A.,
S.
�A
AT _i,
T
Sto*d, "d�d
'T,
4.
Ni
IT
4
To;
3 _ul T�.
§
E
A, ir
Ai.
4�
T, . .....
Vviit
'A'T Y� .
ER-M 11
1�! T' l� i �': � '_� , 11 . � L � � 41 1 ,% L � ' : i L 'i � L , ,, , 11 i L _ . - , , 'ii;ii _4� . - ; i., ',;� - - - - :I-j, " . .
fill -4 ilf
0. �n
-,.4 ': X� i , " Ai�
T�
n
2
!,A f, t i%K
-vixammed MWAU
A M
IL
Nl -ii liK,
-,A
-Ti
'T,
it_ 'i!Tn
n 17 70$-�
T'
T
�g
y
Std t6 W
P, S-y
-If 4
A ANM
IV)
A, -41ift -
j"
r
91 if -
A
AT T
AA
A;,
Tii
�i, i"'A
TT
to
'A
'A"
451W
� _�Ii mil. 1'1�1�1�*W'� W "T.
4�
�AL Z j T'
�4 S-, �l
A
A
n- - :�
4 4-- -
_75 1;I,, 'A", _T 41,
Wdy-, -
T"
- i I
�,tl JIT
t
_A_., iio
:T.
%
41
I FT;
t A"
A-'
Till - ----- ;
T
Y!
A4
A- 'il �l J�,_
17 z jj " -, � ", "; ,
T'k 11il-I ,. - -a- %* 4 1
T,: qii' �It .
Tol - , : 41 v, 1r, ��- "", -Ir� , , ", " " , - 'A i%i -, -, - 4, lk�lfi A, -
- �j* -f, A-':-i
TI. - A.
Tr
t*4 Md bf,
"t 4i: 2, _-T I
2,
V �A, 396 '4ft`XMeW#d
'j VOW,
T�, v Ai
�'T . 'A 'lA
M ZMRM
tJ'
�.Ti
_IA Al
a
r
J%
ii.`��4 cii,
�LA
t
-4 4Z
pi, s- 1�'
R
A- y
fi�_ _51,
L
";T, #
Yll't f i�,' ii--J 1-
0.
W-L, I i�- .1k!"
64-i
_y
�� 4,�';
M
vi
ilt
:5
T�
. T,�, 1� 11 ,�
if" ,
-iZ
YA
4W I--. i5liiii NLi-
4
'vOw,-4z 'PAW
T� A
T4
ik
1E
T, Ai, i 14 '1 M.1 Cuw er"We ALAT',
-41 _-� , " . -FLI, t' , ii"t A
_'4
"ji
AAT Or, TAME, F -WAINL41
Al
- - , , - - - --N� i , . � I A � '?-�;
!�rL _� -A
p Tii
;,jli
-7.
�'ij
��vi�,� i�A
A "AlW, dZ
_x
ITT 7
'n�
i _L . L , I. it A
' - �:� _ - I � . .- L - i,� X,
%
op, , , � j
tn
4
Vl_
1ASW t*i1W'W9"b
p .
r
u�*�, t
m A ftz
T, i� 40 A, �j 2.
Zn --s -.3 -Z
V
V V, 6
JS
wm
1A
A
Sgdkig 3 MM
4
V,
j
-J,
T,
Tz,
M
�.n �qt 'T,
jtr
'M
ii ,A 'n tA '6
�n
L) ' "�, * L . L' i,, � ' �li, �l 'L, , iAA.
Aii
4-, Nii; 71 git . -
T�i
lr
A
y 4, liiz;� T
_,%T�ii��t�_ _il� - _S
ol _, �_%' . 4� , , -, "N".
- 4�. e�� �?�_ - I ,
T, T.,
'M
r -J.
-Y,
I T'
tz.
1 * -%,� � 4i
v.
OF 1NOTARY M
ib.1 MM � _%,; I I .., - - _ .� a -A_
4-whi , �j
_fl il _4� -7, _- , , ; --- - 4:�Kz' K -,,,vmm i
�z � 7�1:lt `,, -, ` " - Is W_
p ?
X =--
kum Tip
M * Trl - S,
% MA" - - .
rw�
Y IRA MAY VE-MM #4 l7hxg
Im MA 1, �U-' AT Rif -j" 4 -iw-
iif�l '� 1. . ,u
4"t,�� ;&
-A-
2 - - --iii6f t -4, 11.wi-
W
%
T-" A AA
--A -tR
Y"" C-L I- I r - - , 1'�- 'm 11�
CC
V-4"WE"y -ft �vmm— smm
N
M"WVM *M"EKQft
iumm K'
A ly, M in - :p, A, 1-1-1 ill I . - �',` l I _.Z ,
T, qls -Mv owm
_li_� A
AT
7
T'�
w JE It 'jW%b*JM4AW'
�z
4-
s W: IE 3; It
N �1111
ilk, st
T
Ift-VOM 14AW -AW AMt -SUT.AOT
:A
Y' CL
ig -44;fDOI
, - ': -Cl i --:; _�, _�
"T�
A P
'JA
10 Ji:�,'� A`,`.'�,,
�4
TA
DEL xi-
1*00MW in
k
T_
'T� nt.
Aw,
N,
tAk
�!!!_STAX WiLt
"'Irk
T" j�'T� A-L jr
X
i� 54 1�.. IW Ail
F
A,
4
A A
wi,
T
IA f�a Av" W
41
Aft AfN v - �4
I tj
v
ii:j -,w4o�
CAM ItA*d §l 397-V f -.5 T.,
z, e,eU�
T-, A� __j,_c N:
A'
T;v- Z, 2- ii MX i�
IT �e
j
A
-W W, -NAN v I I p, a�
X
A, iT.
j
K
2-,;
�A,
F o�X�
A, 'i il �T`l_
A� I; 5-A
A
A�-
A ?i -
"A,
_:i p i "Q - -
7 Ail
IW
42 nl
4
U)
j
v 4--1
Ti
4:
-iri�R��t.�-��--.;�,jl!.�-�,�,�r�-.*-�.- �--M, Ail '4 L"
'Z, I.,- i�51 fil,
A
Ai�
T
lt,
t A, 3v,
4- 0;: z
M�
R IT-
i its
A
W� -!A!
gz!
if- 4 v 'J�
Ait'
z�-
J, 0
f
T., j_
"g 2
�A
."�j VL �T
ev, -�4,i Yi '-Az��-ZQ -'- -1 1 �*i �' i�` - I - i
A
IT
14, X
eW ii-T,
4�
. , . . .,, .;I _ . ,., __ :�__ ]1i i L , i I, _ -, � 'r 'i "" l�,
P Liii;� _ . I . I
-g -
Of �_4 -i 6
e
>
A
]ULM
�A"Ii EAS" '-sr, -.i� utwult,3 kx" Wcumi� f 1i 11
A
.52 fill,
�Itz J.r-3-til. - ;,-- - e . lg - - -
IT-
su
N S'L�Lt, VEY)
r 'RFMPAMD ur. n- tzii I==
4 _7 _,ii -l!
"TTri
T_
.1 F-ARSO R �1 NG INC
'4
A�x
AV
qj
0,q a
i-0- -T iTi
�;n
_x
A�,
g;,
ix- -.;If a v
-if -i'a
Ti w
:�n
ii4l A� j
4?�_ l
A
"T Y' li_ _-li4,,�