HomeMy WebLinkAbout1996 Harbor Point Subdivision Preliminary Plat (Box 10 #18)PRELIMINARY
PLAT
N
H�4R= OR PD/NT SU= D/I//S/ONC-ITY OF SEBASTIA FLORIDA;.
I I
E TI N 1 TOWNSH. IPART F1�111:1.)UTFI,Rikl E
A PEAST,I
N D IAN' R ICE R
COUNTYFLORIDA
1
I
DESCRIPTION
is
A REPLAT OF: ALL OF TRACT "A", LOTS 1 THROUGH 16 OF BLOCK 511 j
AND LOTS 1 TI-IROUGII 21 OF BLOCK 512 AND ALL RIGHT-OF-WAYS
BETWEEN SAID LOTS AND BLOCKS AS SHOWN ON PLAT OF SEBASTIAN
HIGHLANDS, UNIT 16 AS RECORDED IN PLAT BOOK 8, PAGES 45, 45-A
THROUGH 45-3, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF SEBASTIAN,
INDIAN RIVER COUNTY, FLORIDA AND CONTAINING 18.72 ACRES, MORE {j
OR LESS.
A=354.64' R=225.00' D=90'18'30'
w�
iz
L2
0
U
w
0)
S.00033'00'E. 122.27'
R-225.00'
A=35.83'
PRM
D-09'07'29'
>-
10
Q
tD R=5
A=1
D-1
W
.00 04'00'E. 143.
o
M
W
W
,,
oM
in
--
J
0
Z
N.00'04'00'
�I
0
N
PRM
SCALE:1'=60'
SECTION LINE
HARBOR WATERWAY
is
PRM NORTH 901.16' PRM
114.65' 120.00' 120.00' 120.00' 120.00' 120.00' 120.00% 33.00' 33.51' A=267.61' R=350.00' D=43'48'30'
R-350.00'
:225.00' A-177.16'
¢ D-29'00'06'
313.46'
w
:79049'17' 20
IRK
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N
AV
R
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LOCATION MAP
NOT TO SCALE
PRM
CD
✓ bo M Q c co M y o� o N c a
11 �Q 12 Nw 13 �w 14 NW 15 NN 16 Nw 17 Nw 18 9• R= �.
w N w o / 350.00' 48.
N co
¢ 9ii �' p A 10.26' ��•
R-25.00' N w 99 / ct"p ��O 0 01'40'45' /s)
A-14.02'
D-32'09'14'
19
R=50.00' R-25.00' Doti h
�.
0 o A=51.64' A=4.66' '� R=25.00* R-240.00' per•
PRM
> > N A=26.15' A-18.22' 4'21
D=59 10 45 D-10 40 46 D=59'55'19' ^� ?6'•
120.00, 120.00' 120.00' 120.00' 120.00' S D=04 20 58 �h ;� 'SG'• R=995.00'
,
114 54 0? 11'1y gyp.: o,� A-73.75' R=50.00' D=84'30'30'
123 . p ?� A-49.77
.• o _ _HARBOR POINT DRIVE (60' R/W) o sg 71.03' Poi s�o9 D-02.51'58'
NORTH 596.31' S lq• {j �,� R=160.00' ��/,q PRM
0 10�3T19.W; 1621't+V' 123 S • _ I A=15.93'
0.00, N 117.23' 120.00' 120.00' 120.00' 112.57' �/ 8 o NORTH 119.80' o D=05'42'15' 22
10.55' loco ' G
iv io�s a ) 9
_/11 co?9" ,�
26'40'54' R=25.00' N 20' DRAINAGE & U ILITY EASEMENT ? 43.54• in I R=160.00' ? .� R=995.00'
eb �, A=18.69' R-25.00' oO A=60 42�. ?�8 A=103.49'
o• ,� R=50.00' D=42'50'00' I iv Q c c D=21 38 10 9• D=05'ST33'
A-69.40' I cc A-42.36' t�
I
{o v 1 j D-97'05'150 c� m N
4r-OCT`� 3
D-79'31'56 0 3 00
lb
Q. � I ,,� � I as ��b
8 7 �� g ��wI 5 �' 12 ag �(/
00
M C coco m 0
23
L6 is R-50.00' cn 00 $ Q7 R-995.00'Ln o
• A=0.24' ; o Icm o�
9 c D=00.16.26' c N 3 Ic is '' ? •� Q.a
cn , t ss,2s• Lu � so•
vi o �' D-05 57'33'
NIM N N N.00.04.00•w_ W N F 7 j
1.33' 120.00' 120.00' 120.00' 120.00'
3•E. 12
W. 218.43' S OS'35 5 co a co
20' DRAINAGE &UTILITY EASEMENT CD R-995.00' c),
N
.r o 1 2 D=04.01'40'
RACT A
STORMWATER MANAGEMENT TRACT j PRM
1.95 ACRES i'! N.89'42'34'E. 34.70'
120.00' 150.95' 80 3' 158.17'
PRM
N.00'04'00'W. 1327.79' '
I
UNPLATTED OWNER -HENRY A. FISCHER
BEARINGS SHOWN ON THIS PLAT ARE BASED ON THE PLAT OF SEBASTIAN HIGHLANDS UNIT 16-THE WEST LINE=N.00'04'00'W.
Ij
OWNER:H.D.ADAMS ENTERPRISES. INC.
P.O. BOX 1047
I'
SEBASTIAN,FLORIDA 32958
589-0790
I
THERE IS A 7.5'WIDE UTILITY EASEMENT ON ALL SIDE LOT LINES,EXCEPT AS NOTED. j
THERE IS A 20' WIDF DRAINA(.F AND MAINTFNANCF ArrFSS FASFMFNT ON THE REAR OF Al I i [ITS_
FEB 2 319961
PREPARED BY:JAMES A. FOWLER,P.S.M.
929 7TH AVENUE
VERO BEACH ,FLORIDA 32960
V'maw
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SUCK
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NOVEMBER 14,1995
illirl/HI/.i'/Ct1U�/1U/1[�Vv
CERTIFICATE OF DEDICATION
STATE OF FLORIDA
INDIAN RIVER COUNTY
CITY OF SEBASTIAN
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING
THE OWNER IN FEE SIMPLE OF THESE LANDS DESCRIBED HEREON
DOES HEREBY DEDICATE THE RIGHT OF WAYS AND EASEMENTS AS
SHOWN ON THE PLAT FOR THE USES AND PURPOSES THEREON
EXPRESSED FOR THE PERPETUAL USE OF THE CITY OF SEBASTIAN,
FLORIDA, ('THE AFORESAID PLAT BEING HARBOR POINT SUBDIVISION
1. UTILITY EASEMENTS:
UTILITY EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY
TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION,
INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES
BY ANY PROVIDER, INCLUDING CABLE TELEVISION SERVICES, IN
COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS
MAY BE ADOPTED FROM TIME TO TIME BY THE CITY COUNCIL,
CITY OF SEBASTIANt INDIAN RIVER COUNTY, FLORIDA.
APPROVED DRIVEWAYS MAY CROSS THESE EASEMENTS WHERE
THEY ABUT ROAD RIGHT-OF-WAYS.
2. DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT:
DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT,
AS SHOWN ARE DEDICATED IN PERPETUITY FOR CONSTRUCTION
AND MAINTENANCE OF DRAINAGE FACILITIES AND SHALL BE
THE PERPETUAL MAINTENANCE OBLIGATION OF THE
CITY OF SEBASTIAN, FLORIDA.
3. STREET RIGHT OF WAYS t
STREET RIGHT OF WAYS, AS SHOWN ARE DEDICATED IN PER-
PETUITY FOR CONSTRUCTION AND MAINTENANCE OF THE
STREETS AND SHALL BE THE PERPETUAL MAINTENANCE
OBLIGATION OF THE CITY OF SEBASTIAN. FLORIDA.
IN WITNESS WHEREOF, THE UNDERSIGNED.:, •► .D. �7 D,q-CIS
HEREUNTO SET HIS HAND ON THIS DAY OF 2_V&L, 1996.
i WITNESS
den-
.f} . -D Oka ms, Vre s °
i
SHEET 1 OF 2
DESCRIPTION
j
ALL OF TRACT'A',LOTS 1 THROUGH 16 OF BLOCK 510,LOTS 1 THROUGH 26 OF BLOCK 511 AND
LOTS 1 THROUGH 21 OF BLOCK 512 AND ALL RIGHT OF WAYS BETWEEN SAID LOTS AND BLOCKS AS
SHOWN ON THE PLAT OF SEBASTIAN HIGHLANDS UNIT 16 AS RECORDED IN PLAT BOOK 8,
{
AT PAGES 45,45A THROUGH 45J OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,FLORIDA.
SAID LANDS SITUATE,LYING AND BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY,FLORIDA,
CONTAININGI 18.72 ACRES.MORE OR LESS.
i
i
ACKNOWLEDGEMENT OF DEDICATION
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
CITY OF SEBASTIAN
THE FOREGOING INSTRUMENT WAS SWORN TO,SUBSCRIBED AND
ACKNOWLEDGED BEFORE ME THIS 1014-"DAY OF JUN E , 1996, BY
H• D. AdarwS, r?•ras.of A--D-Adams nF �(� 6eS, ��c-. IS PERSONALLY
KNOWN TO ME.
.u.M•�/S I ATU R E
a" (�ret�tas w Cr :xCA s
PRINTED NAME
j�,.a.t ti .. •.�.. tons # xo..w4n
NOTARY PUBLIC, STATE OF FLORIDA
DO�I
CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUNCIL
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
CITY OF SEBASTIAN
THIS IS TO CERTIFY THAT ON /��✓riG�49THE CITY COUNCIL, CITY
OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE
FOREGOING PLAT, AND ACCEPTED THE DEDICATIONS THEREIN.
MAYOR - EN nIl EER
(ATITESTTO MAYOR'S SIGNATURE) (APPROVEDCLERK ASTTO FORM)
CERTIFICATE OF CLERK
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
I, HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT
AND FIND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS
OF CHAPTER 177, FLORIDA STATUTES, AND WAS FILED FOR RECORD ON
-'2 O — '' (q AT VERO BEACH, FLORIDA. FII.E NO. % H & .3 2 3
CLERK FOR CIRCUIT COURT IN AND FOR INDIAN RIVER COUNTY,
FLORIDA. J J F k E K- }� AR TO PJ t
BY: �t/
CERTIFICATE OF TITLE
STATE OF FLORIDA
COUNTY OF INDIAN RIVER
WE, Prp�e_•SSiof)oj `-i 0� A TITLE INSURANCE CERTIFICATION ORTITLE NOTARIZATION COMPANY DULY LICENSED IN THE STATE OF FI ORTSTATE OF FLORIDA
DA DOES HEREBY CITY OF SEBASTIAN
CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON COUNTY OF INDIAN RIVER
DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY
IS VESTED IN H. D. ADAMS ENTERPRISES, INC. WITH NO MORTGAGES THE FOREGOING INSTRUMENT WAS SWORN TO,SUBSCRIBED AND
RECORDED. THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS ACKNOWLEDGED BEFORE M THIS DAY OF JUN 196 BY
REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS AMENDED. P.�A �,�,�2S1d2�E �ra 5,51�r1a.I'j�,��4�-��nil jS NPE�20N'ALLY
ALSO, THERE ARE NO LIENS OR ENCUMBRANCES. KNOWN TO ME OR HAS PRODUCED 1A
AS IDENTIFICATION.
.j.>'
SIG AT URE
-�-�' f , ' �..-•.. , ; � •• � ,� y.�-.mil ,,�:,,�
CY%MDA M, RKH
�'
< -4 = % •, z �'' * �Peptic. tag ct v�i
�� �• • � . �_. '� ; :. � ` �°�.Q"s , `�'�' � Y 1 'Y ;�
l►�►c.. �SVi7nTWWnrY PRINTED NAME
NOTARY PUBLIC, STATE OF FLORIDA
.� -. , .. �:.. ..., to � ' •`�i�`` •' L.; � •.�
� Fqs
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PLAT LOCATION
v
i
ILO CATION MAP
NO TRUE SCALE
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NOTICE:
1. THIS PLAT IS A REPLAT OF PORTIONS OF SEBASTIAN
HIGHLANDS UNIT 16.
2. o - DENOTES PERMANENT REFERENCE MONUMENTS SET.
3. o - DENOTES PERMANENT CONTROL POINT SET. ;
4. COVENANTS, RESTRICTIONS OR RESERVATIONS AFFECTING THE
OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PLAT
ARE FILED IN OFFICIAL RECORD BOOK AT PAGE(S)
S. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
6. NO BUILDINGS OR ANY KIND OF CONSTRUCTION OR TREES
OR SHRUBS SHALL BE PLACED ON EASEMENTS.
I
I I
I
CERTIFICATE OF SURVEYOR
STATE OF FLORIDA
COUNTY OF INDIAN RIVER COUNTY
i
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED BEING
A LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY
CERTIFY THAT ON i J U N E 17 19 96 , COMPLETED
THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING PLAT;
THAT THE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE
LANDS SURVEYED; THAT THE SURVEY WAS MADE UNDER MY
DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES
WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES;
AND THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FLORIDA;
THAT THE PLAT COMPLIES WITH CITY OF SEBASTIAN LAND
DEVELOPEMENT CODE AND THAT THE PERMANENT REFERENCE
MONUMENTS AND PERMANENT CONTROL POINTS HAVE BEEN SET.
JA d1ES A. FOWLER,P.S.M.
REGISTRATION NO. 3435
STATE OF FLORIDA
PREPARED ON: MaY 17, /996 REVISED ON. JUNE40,1996-.
INSTRUMENT PREPARED BY- JUNE (84-t'aVW;.
JAMES A. FOWLER, P. S . M
929 -7TH AVENUE �, f ✓t },
VERO BEACH, FL DRIDA 32960
(561) 56 ,4744
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HARBOR WATERWAY LOCATION MAP
NOT TO SCALE
SEBASTIAN HIGHLANDS UNIT 16, PLAT BOOK 8,PAGE 45 ;
i
PRM ' NORTH 901.16' PRM
114.65' 120.00' 120.00'
120.00' 120.00' 120.00, 120.00' 33.00• 33.51'
1111111111
A=267.61' R-350.00' D=43'48'30'
iR='
5.35
A= 5.35 20 DRAINAGE 8 LTILITY EASEMENT R 350.00' ;
F. A=177.16'
A=354.64' R=225.00' D=90-18'30- R=225.00' D=01-21'4 4" i
A=313.46' !
� � D=29.00'06'
D=79.49'17• CD W
20
4o
LLJ
40 PRM
11 12 NW 13 �w 14 N< 15 �� 16 �N 17 �< Q
�U11 ELn W N W N W N W IJ i V ' s `9•� , y��•
R=25.00' N c Q �� p R=350.00
W '� t9, `� pp A-10.26' O�
A=14.02'
N .tip D-01.40'45'
S.00.33'00'E. 122.27' D=32'Q9'14' '•�, S> I
a+ R=50.00' R=25.00' 19
u�. .gyp
A=35.83'
• o o� A=51.64' A=4.66' N cow h
h
A=26.15' A= 4, 21
R=25.00 R=240.00' pp. co-
PRM
PRM D 09 07 29" � J� D=59.10'45• D=10'40'46' 18.22 •u?S•
a 120.00' 120.00' 120.00' 120.00' 120.00' D=59'55'19' •
11 �1.54, S �4.0 • D=04 20 58 tih hp ?s.
a i ? 1 `w i �` SsF R=995.00'
_ _HARBOR POINT DRIVE (60' R/W} �3 �4' cos q=49'T7
A=73.75' R-50.00' D=84'30'30'
Y NORTH 596.31' a 71.03' O/ '70•R D=02.51'58'
00 10
0 10.37�19.W; 162.74, `S 1I•p2,�l _ R=160A0' q�/,� PRM
�m N R=50.00' N 117.23' 120.00' 1 1�3 gg, a A-15.93'
.r 20.00 120.00' 112.57' ° 22
A=110.55' ��-16' is NORTH 119.80' D=05 42'15' L
Q i°
cr n D=126 40'54 R=25.Q0' °N° �O �s 0?• M 9• 20'DRAINAGE & UTILITY ay
o R=160.00'
N
20' DRAINAGE b U ILITY EASEMENT t° eo ao �9? • EASEMENT Q,
W po 3. A=18.69' 43.54' •- ;* I A=60.42' 3 F R=995.00' Q
• R=50.00'
4' D=42 50'00' R=25.00' a '� ��8 A=103.49' Q
z A=69.40 o q=42.36' < o o :r o 9' - b'
.00 04 00'E. 143.42' A,� 3 f r r eo N D=21'38'10' qq A-
N pn� D=79 31 56 c 3 ; co g �' D=05 5T33 p O
D=970515' N o N •9C / •a
M •� m cc o o o r r 00
Z �o an is o i. O °f
8 �, 7 co 6co 5 2 ,� .,°
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N lri R=50.00' is c O 23
W
_• = M �; 9 A=o.24' 0 3 R=995.00' h'
Z cn 1 _
cIno
A*
Q D=00'16'26' n d I c �, 3 cp ioc }_. A!?�• A=103.49' Ac'
....i �- ao & o, i 68.29' Lu S0 D=05 57 33
• N N.00•04'00•w LLJ N F �% =o
Oy Z
� Ch�
Q -� N
120.00' 120.00' 120.00' 120.00' N S•Rq gyp. P
121.33' v� !: , � �
U N N.00.04'00'W. 218.43' S.08.35'S3 Ecj
20' DRAINAGE b UTILITY EASEMENT Go
o v
0 R-995.00' Q
o c co m z b 24 . A=69.95'ci
TRACT A o 1 z D=04.01'40•04
mP
STORMWATER MANAGEMENT TRACT
W ,
I PRM
1.95 ACRES 40 N.89.42'34'E. 34.70'
818.04 120.00' 40
150.95' 80 3 158.17'
PRM N.00'04'00'W. 1327.79' i PRM
2� t�Om i
fu O W�Q UNPLATTED OWNER -HENRY A. FISCHER co co
Kati UNPLATTED
o
Wm
! 1= W - W
BEARINGS SHOWN ON THIS PLAT ARE BASED ON THE PLAT OF SEBASTIAN HIGHLANDS UNIT 16-THE WEST LINE=N.00-04'00•W. O' tuc9
OQ
OWNER:H.D.ADAMS ENTERPRISES,INC. W a Qa
� P.O. BOX 1047
aCD aro
SEBASTIAN. FLORIDA 32958
t;
tr '
589-0790
p � I
j THERE IS A 7.5'WIDE UTILITY EASEMENT ON ALL SIDE LOT LlNES,EXCEPT AS NOTED.
ti i
THERE IS A 10' WIDE UTILITY EASEMENT ON THE FRONT(ROAD R/VY} OF ALL LOTS. PREPARED BY:JAMES A. FOWLER,P.S.M.
SCALE:1'=60' 929 7TH AVENUE
VERO BEACH,FLORIDA 32960
0 60 120 ISO
i
!
Roff V/SE•D JuN/40 /994
NOVEMBER 14.1995
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:CtlRVE' .
:RADIUS
LENGTH
TANGENT
CHORD
-, , BEARING
DELTA .1 ...
Cl
225.00
354.64
22+6.21
319.05 -
LS45'09 15 E
90'18 30 -:
C2
350,00 :: ii
267.61.
140.73
261.14 ' • :
:: S21'5415 W
43'48 30 ' . .
C3
: 50,00 I;
73.75 .
45.42 ''
67.24
- N86'03 45 E
84'30 30
C4
995.00
326.69
. ' 164.83
325.23
S61 05 28 E
18 48 44
C5
225.00
35.83
17.95
35.80
:. S85'44 45 E
09'07 29
C6 ; '
225.00 i .
313.46
188.20 .
288.72
S41'16 22 E
79'4917
C7 �
.225.00 - i
. 5.35
2.68
5.35
= :.: S00'40 52 E
01'21 44 .:
C8
350.00 . i �z.
177.16
90.52
175.28
S14'30 03 W
,29'00 06
C9
350.00 ' ;m
80.19
40.27
80.02
S35'33 55 W
1 13'07 39
C10
350.00
- 10.26
5.13
10.26
S42'S8 07 W
01'40 45
C11
995.00 -� is
49.77
24.89 2
1 49,77
N53'07 05 W
02'5158
C12
995.00 ,, it
103.49
51.79
103.44
N57'31 50 W
05'57 33
C13
995.04 : it
103.49
51.79
103.44
N63029 23 W
05'57 33
C14
995.00 il
69.95
34.99
69.93
N68'29 00 W
04'01 40
C15
� 160.00 i
60.42
30.57 i60.06
S72'05 40 E
21'3810
C16
160.00
15.93
7.97
15.92
S58'25 28 E
05'4215
C17
200.00 i
95.44
48.64
94.53
S6914 33 E
27'20 25
C18
200.00 it
55.18
27.77
55.01
S75'00 29 E
15'48 32
C19
200.00 : +:
40.25
20.19
40.18
S617017 E
11'31 53
C20 -
i240.00 aI
18.22
9.11
18.21
N57'44 50 W
04'20 58
C21
: 25.00 i
26.15
14.41
24.97
N29'57 39 W
59'5519
C22
25.00 i
4.67
2.34
4.66
N05*16 32 W
10'41 33
C23
25.00 i
14.02
7.20
13.84
N16'08 29 E
32'08 29
C24
.50.00 iI
51.64
28.39
49.38
NO2'37 20 E
59"10 46
C25
50.00 i
110.55
99.59
89.37
S89'41 30 W
126'40 54
C26
50.00
69.39
41.60
63.95
S13'24 23 E
79'30 51
C27
. 50.00 I'
0.25
0.13
0.25
S53'18 33 E
00'17 29
C28
; 25.00
18.69
9.81
18.26
S32'0218 E
42'49 58
C29
I 25.001i
42.36
28.30
37.47
N 48'32 37 E
97'0515
C30
200.00
49.00
24.62
48.87
N07'01 06 E
14'0211
C31
200.00
49.00
24.62
48.87
N0T01 06 E
14'0211
C32
200.00
37.08
18.59
37.02
N05'18 39 W
I 110'3719
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I 1 S' EASEMENT STABILIZING PAYMENT,
i inp� STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN III. INSPECTION
FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160
OF THE STANDARD SPECIFICATIONS. " A1IINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
I. I NOTE. LOTS ABUTTINC, CANAL. (TYPE C STABILIZATION): ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98X THE ENGINEER SHALL .BE NOTIFIED'
( 1 MUST GRAIN TO - - OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. A. PRIOR TO ANY MAJOR DEVIATION, FROM THE APPROVED PLANS.
J. trVNIKALIVK i, KtZol UNNULL I -UK I—NLLAING At-IUALSllt LUNUIIIVNS VLI'VKL
} .
t.p ) A. SUBGRADE j! STARTING CONSTRUCTION.
}
}
}'
I (1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
i
THAN . 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF ENGINEER BEFORE COMMENCING WORK.
15 EASEMENT VARIATIONS IN SUBSOIL CONDITIONS.
.S: CONTRACTOR SHALL OBTAIN :ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
(1Yp
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}
1
( (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET.
I ; OR CLOSER AS MIGHT :BE NECESSARY. 6. THE CONTRACTOR -SHALL CONTACT ALL CONCERNED UTILTTIES AT .LEAST 48 HOURS IN10
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