1454 BELLEAIR RD4851
t LowE�T fibbl) r�
00 4832
n 48.74
/ � - �--_.T � __� 467
/ 48.66 `
aqJ
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THBER PLANTERS CO *)
C,
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(2yy)
c 'L __:� PROP. &
t9''.(REF) H/C �` .� 3
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48.95 - }'st
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PROP. �� 1, � j o
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`� a \ 9i.93� '� r' +47.5 7
475 r- _ , \` � � �o ��
48.50 + AA, PROP.
' "•�`',�,- -^ f� ,r 1 48.031 ? oT ,, ;,
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R 389 S.Y. CF PAV,N��
PROP.'
47.46' 'I'll
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exist. gross area r -
La7.56 d " }� \ +7.2 0 PROJECT AREA
F7.50 47.,6 17,600 S.� . = 0.�1 AC.
L _ U] 47.26'
r� SOLID PAYING / \ 4695 /7� 47.oc
06 KITH STRIPING
TO DELINEATE a �� WTCN4xst.22vo+Q't
PARKING
SPACES
46.99
I cJ •Z �v
I
0.74
1 story rnoscnry �;\�� T
._ 3.
46.66
�• X46.65 BOTTOM EL.= 46.0 j
o
I
m r EMERGENCY
)UT
FALL
r
2.7 �- -- -- - - - 46.76 3'
47.09
46.43,
CONSTR 147 S.Y. OF PAYNG -J
4' 'NICE OUTFALL S'NALE 9L
M4 �:1 MAX. SIDE SLOPES Q Z
NO TES
1. CALL "SUNSHINE STATE ONE CALL" 1 -800 -432 - 4770 48 HOURS BEFORE DIGGING OR DRILLING
2. TESTING LOCATION 81 FREQUENCY TO BE PER THE CITY OF CLEARWATER STANDARDS
3. ALL WORK MUST COMPLY WITH THE LATEST CITY OF CLEARWATFR STANDARDS
4. ALL DISTURBED AREAS TO BE COMPACTED AND SODDED
5. ALL CONSTRUCTION TO BE PER A.D.A. 81 CITY OF CLEARWATER STANDARDS
3' .5' 3' .5' VARIES C5EE PLAN VIEW)
I I ,
I 1 I
I I
RETENTION AREA (DRY)
t T.O.B. EL.= 46.6
j EMERGENCY WEIR EL.=46'.5
BOTTOM EI_.= 46.0
SOD I VOLUME = 982 C.F.
1 i
+ SAND- GEMENT I POND BOTTOM
RIP -RAP
S.H.W.T. EL.= 45.0 - - - - - -
ril
+ 50.9
N TRAL CHURCH I
OF CHRIS T
i
454 BELLE AIR
ROAD
I
BELLE AIR ROAD
I
__J
z
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L
INTE
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SECTION 23, TOWNSHIP 29 S., RANGE 15 E,
CITY OF CLE ARWA E R, PINE LLAS COUNTY, FLORIDA
D E S C R I _P _T I O N
TRACT "A'
FROM THE SE CORNER OF THE THE S'N 1/4 OF THE S /'N 1/4 OF SECTION 23, TO'tNNSHIP 29 SOUTH,
RANGE 15 EAST AND RUN THENCE N.89'14.57 "W. ALONG THE 1/4 SECTION LINE 357.0 FEET
FOR P.O.B.; THENCE CONTINUE 19.89'14'57 "N•, 196.20 FEET; THENCE N.00.18'20 "N.,
662.71 FEET; THENCE S.89'10'08 "E., 196.01 FEET; THENCE S.00'19'26 "E., 662.48 FEET
TO P.O.B., LESS THE SOUTH 50.0 FEET FOR ROAD RIGHT OF NAY.
TRACT "B"
FROM THE SE CORNER OF THE SW 1/4 OF THE S/W 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH,
RANGE 15 EAST AND RUN THENCE 19.89'14'57 "'N. ALONG THE 1/4 SECTION LINE 553.20 FEET
FOR P.O.B.; THENCE CONTINUE N.89'14'57 "'N., 196.20 FEET; THENCE N.00'17'15 'W.,
662.95 FEET; THENCE S.89'10'08 "E., 196.0' FEET; THENCE S.00.18'20 'E., 662.71 FEET
TO P.O.B., LESS THE SOUTH 50.0 FEET FOR ROAC RIGHT OF 'NAY.
CONTAiNiNG 5.515 ACRES, MORE OR !LESS.
I I
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N TRAL CHURCH I
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i
454 BELLE AIR
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I
BELLE AIR ROAD
I
__J
z
0
L
INTE
I
SECTION 23, TOWNSHIP 29 S., RANGE 15 E,
CITY OF CLE ARWA E R, PINE LLAS COUNTY, FLORIDA
D E S C R I _P _T I O N
TRACT "A'
FROM THE SE CORNER OF THE THE S'N 1/4 OF THE S /'N 1/4 OF SECTION 23, TO'tNNSHIP 29 SOUTH,
RANGE 15 EAST AND RUN THENCE N.89'14.57 "W. ALONG THE 1/4 SECTION LINE 357.0 FEET
FOR P.O.B.; THENCE CONTINUE 19.89'14'57 "N•, 196.20 FEET; THENCE N.00.18'20 "N.,
662.71 FEET; THENCE S.89'10'08 "E., 196.01 FEET; THENCE S.00'19'26 "E., 662.48 FEET
TO P.O.B., LESS THE SOUTH 50.0 FEET FOR ROAD RIGHT OF NAY.
TRACT "B"
FROM THE SE CORNER OF THE SW 1/4 OF THE S/W 1/4 OF SECTION 23, TOWNSHIP 29 SOUTH,
RANGE 15 EAST AND RUN THENCE 19.89'14'57 "'N. ALONG THE 1/4 SECTION LINE 553.20 FEET
FOR P.O.B.; THENCE CONTINUE N.89'14'57 "'N., 196.20 FEET; THENCE N.00'17'15 'W.,
662.95 FEET; THENCE S.89'10'08 "E., 196.0' FEET; THENCE S.00.18'20 'E., 662.71 FEET
TO P.O.B., LESS THE SOUTH 50.0 FEET FOR ROAC RIGHT OF 'NAY.
CONTAiNiNG 5.515 ACRES, MORE OR !LESS.
-88 9' C� 0 IL I -
4_541 i test - -= i I m ,ss46i
a/c
fans - �� I I . l�a-►rt-�- r rt3o11 o� f
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+ 503 + $0.5
f
PROP. I_I
T;!,�BER I
N.00'1 a'2o"W. (D) 662.71• + 49.0
1612.71' (D) I + 491 4e9t _
+ 50J + 491
48.8
TRAC1I' „X359 I + +41.7
30• � I �
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4&45 J
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o
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s? y frame 36.2 -- -
EL. 41-o.ro O I �t417• shed I,
I
F-
G" INSIDE - •� ;--�-
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8.1 , 1 story mas
I O
i
building
- 3" -FINS. ; I �i dsYtu�o
'- �- 5KIi iMER I
4' TOK. CON(,-. x 3' DP. x 4' WIDE WE;R EL.= 4G.5
T PORTION j A , + 47.4 _ __ -71.5
i / 47.2
�F RIP -RAP EL. 4�.J � - SKIf^MER -10 C.A. ALUM.
� T.O.B. EL. 4G.G i 2'WIDE (TOP EL.4G.G) -
fi"� - -- -- - --
r
F-1, /RIP -RAP PLUSrt 4&9 "�' BUT Or^ El .4G.0 F fi /` W/ BOTTOM ; +
n
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-- `-i 4' INVE
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_ 46.31 0.6' n 463 66;2.95 _ 4t�
e
43.71 43 .
a s p h a I t N.00'17'1 5"W. (D &F) 6
+ 45.902
N�TF: 6" '�RUSHE :C!NC. OR S-�E�_L BASE (LBR ' 00) MAY BE USED AS AN ALTERNATE, PROVIDED
THAT THE SUB TRADE IS ',2" AB;'_'. EL � 3R 40. SAME DENS ;-Y & TEST!NG APPLY.
- VIN. TYPv "PC -3" ASPHA.LT!C CON RETE
- 8" CRUSHED CONCRETE OR SHELL BASE - 6° 3000 PSI CONRETE PAVEMENT W/ 6x6 10/10 WWM
- - - - -
COMPAC T E2 710 98% MAX. LB ' 00) _ -_- ___ -_ - -- EXPANSION J TS. WHEN ABUTTING EXIST. S j W
CONTRACTION JOINTS NOT TO EXCEED 12' DISTANCE
--9" COMPACTED SUBGRADE 987"o MAX. DENSITY (,'.BR 40) -- -9" COMPACTED SUBGRADE 98% MAX. DENSiiY (LBR 4C)
DENSITY AS PER AASHTO 7--180 MIN. (3) DENSITY TESTS ON SUBGRADE DENSITY AS PER .'PASHTO T -'80 MIN. (3 DENSITY TESTS ON SUBGRADE
MIN. 3 DENSITY TESTS ON BASE & MIN (2 CORES 13 T r PP T
_ ( ) � ) MIN. (, SET OF �4; CY��_IrdCERS R ACI S: DS.
MIN (1) MARSHALL TFST 4 JOB START, EXTRACTION/ ALA_ PAVE M_E_,1` 7 J S - �'
- -- - GRADATION TESTS & MIN (2) CORES
SUr'EY 8x. P4. CLIENT
REVI51ON5 BY DATE Science and Engineering in the Traditions of The Challenger Expedition
Challenger GENTRr��_ Gr'uRGr1 of crtRIST
by DATE
Enterprises 1454 E3 E' LEAIR ROAD
Inc.
P O Box 28424 C%LEAR`WA, DA
,k.
DE51C.N
5t. Petersburgg t `
DRAWN _ Florida 33709 ,�y ` , a
4 f }
Phone (013) 544 -0136 , y
Voyage of 14M5 Challenger, 1972 -1076 Fax (013) 5 4 4 - 892 4
I REV. PER CITY- POND ENLARGED, REDUCED PAVING BY TREES 'XHJ 10/98 APPROVED Florida Pr fei on g K No. 21377
� to
PROJECT NAME
' 3 N a j 7v 44.76 _- +41.31
CLEAKVIEW
45.3 d
AVENUE
-3: 11 4E,9 01
a j 1,46jo ,�, a s p h a l t
-+
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0
4S 4616 46.51 21
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/44.39
P�;�1' ,
SCALE: , " 30'
ADDIT!ONAL PAVED PARKING
PLAN
North
PROJECT 571E P!_AN
INCLUDING PAVING d-- DRAINA'_-I E P'_AN
DATE
AUGUST 1998
FILE NAME
38 -511CC
PROJECT NO,
98 -511CC NOV 0 Z 9
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F1
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+ 503 + $0.5
f
PROP. I_I
T;!,�BER I
N.00'1 a'2o"W. (D) 662.71• + 49.0
1612.71' (D) I + 491 4e9t _
+ 50J + 491
48.8
TRAC1I' „X359 I + +41.7
30• � I �
+48.Et
IY o/c r I
4 1 units�l
483+
4&45 J
�q• I , •- + 48.3
o
3;1 [l
a 2382 F i
s? y frame 36.2 -- -
EL. 41-o.ro O I �t417• shed I,
I
F-
G" INSIDE - •� ;--�-
SK:MNFR I
Z 4u + 4e
8.1 , 1 story mas
I O
i
building
- 3" -FINS. ; I �i dsYtu�o
'- �- 5KIi iMER I
4' TOK. CON(,-. x 3' DP. x 4' WIDE WE;R EL.= 4G.5
T PORTION j A , + 47.4 _ __ -71.5
i / 47.2
�F RIP -RAP EL. 4�.J � - SKIf^MER -10 C.A. ALUM.
� T.O.B. EL. 4G.G i 2'WIDE (TOP EL.4G.G) -
fi"� - -- -- - --
r
F-1, /RIP -RAP PLUSrt 4&9 "�' BUT Or^ El .4G.0 F fi /` W/ BOTTOM ; +
n
r
1_� ✓I
-- `-i 4' INVE
I
46.65
46.31 �,
C O n C 47.52 4719 L4 I n
d r I V g
I
,. -fence
_ 46.31 0.6' n 463 66;2.95 _ 4t�
e
43.71 43 .
a s p h a I t N.00'17'1 5"W. (D &F) 6
+ 45.902
N�TF: 6" '�RUSHE :C!NC. OR S-�E�_L BASE (LBR ' 00) MAY BE USED AS AN ALTERNATE, PROVIDED
THAT THE SUB TRADE IS ',2" AB;'_'. EL � 3R 40. SAME DENS ;-Y & TEST!NG APPLY.
- VIN. TYPv "PC -3" ASPHA.LT!C CON RETE
- 8" CRUSHED CONCRETE OR SHELL BASE - 6° 3000 PSI CONRETE PAVEMENT W/ 6x6 10/10 WWM
- - - - -
COMPAC T E2 710 98% MAX. LB ' 00) _ -_- ___ -_ - -- EXPANSION J TS. WHEN ABUTTING EXIST. S j W
CONTRACTION JOINTS NOT TO EXCEED 12' DISTANCE
--9" COMPACTED SUBGRADE 987"o MAX. DENSITY (,'.BR 40) -- -9" COMPACTED SUBGRADE 98% MAX. DENSiiY (LBR 4C)
DENSITY AS PER AASHTO 7--180 MIN. (3) DENSITY TESTS ON SUBGRADE DENSITY AS PER .'PASHTO T -'80 MIN. (3 DENSITY TESTS ON SUBGRADE
MIN. 3 DENSITY TESTS ON BASE & MIN (2 CORES 13 T r PP T
_ ( ) � ) MIN. (, SET OF �4; CY��_IrdCERS R ACI S: DS.
MIN (1) MARSHALL TFST 4 JOB START, EXTRACTION/ ALA_ PAVE M_E_,1` 7 J S - �'
- -- - GRADATION TESTS & MIN (2) CORES
SUr'EY 8x. P4. CLIENT
REVI51ON5 BY DATE Science and Engineering in the Traditions of The Challenger Expedition
Challenger GENTRr��_ Gr'uRGr1 of crtRIST
by DATE
Enterprises 1454 E3 E' LEAIR ROAD
Inc.
P O Box 28424 C%LEAR`WA, DA
,k.
DE51C.N
5t. Petersburgg t `
DRAWN _ Florida 33709 ,�y ` , a
4 f }
Phone (013) 544 -0136 , y
Voyage of 14M5 Challenger, 1972 -1076 Fax (013) 5 4 4 - 892 4
I REV. PER CITY- POND ENLARGED, REDUCED PAVING BY TREES 'XHJ 10/98 APPROVED Florida Pr fei on g K No. 21377
� to
PROJECT NAME
' 3 N a j 7v 44.76 _- +41.31
CLEAKVIEW
45.3 d
AVENUE
-3: 11 4E,9 01
a j 1,46jo ,�, a s p h a l t
-+
44.6 I N 14.32
i - U 1 45.40
TRACT v o
TjOU 3 3
0
4S 4616 46.51 21
d Y
46 f a
L Ev
X 0
a
3 a.0
1 0 , °
i v
N
II �
I;
o z
4s V) + 46.27
/ 46.33
I WGTE
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AV 0 • .47
4611✓
I�
46.3 � I
+ 4S.1t
4621
c a Inl c
d r ilvle
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I � I
M 1 4E.:t 46'4 + 45.19
3 KSA I �I-
i
46.32
46.25
45.4 1
6 E
V-44
• .07 3
WV
II /
47.98
M I 50
44.3 + 1326 4S.E8 -_ + 43.39
+ SAN REN10
I I AVENUE
j a s p h a I t
l -- +
+ 45.0 I ( 43.99
I l I
/44.39
P�;�1' ,
SCALE: , " 30'
ADDIT!ONAL PAVED PARKING
PLAN
North
PROJECT 571E P!_AN
INCLUDING PAVING d-- DRAINA'_-I E P'_AN
DATE
AUGUST 1998
FILE NAME
38 -511CC
PROJECT NO,
98 -511CC NOV 0 Z 9
5"efr
G i -
t
4
C2
l7
s? y frame 36.2 -- -
EL. 41-o.ro O I �t417• shed I,
I
F-
G" INSIDE - •� ;--�-
SK:MNFR I
Z 4u + 4e
8.1 , 1 story mas
I O
i
building
- 3" -FINS. ; I �i dsYtu�o
'- �- 5KIi iMER I
4' TOK. CON(,-. x 3' DP. x 4' WIDE WE;R EL.= 4G.5
T PORTION j A , + 47.4 _ __ -71.5
i / 47.2
�F RIP -RAP EL. 4�.J � - SKIf^MER -10 C.A. ALUM.
� T.O.B. EL. 4G.G i 2'WIDE (TOP EL.4G.G) -
fi"� - -- -- - --
r
F-1, /RIP -RAP PLUSrt 4&9 "�' BUT Or^ El .4G.0 F fi /` W/ BOTTOM ; +
n
r
1_� ✓I
-- `-i 4' INVE
I
46.65
46.31 �,
C O n C 47.52 4719 L4 I n
d r I V g
I
,. -fence
_ 46.31 0.6' n 463 66;2.95 _ 4t�
e
43.71 43 .
a s p h a I t N.00'17'1 5"W. (D &F) 6
+ 45.902
N�TF: 6" '�RUSHE :C!NC. OR S-�E�_L BASE (LBR ' 00) MAY BE USED AS AN ALTERNATE, PROVIDED
THAT THE SUB TRADE IS ',2" AB;'_'. EL � 3R 40. SAME DENS ;-Y & TEST!NG APPLY.
- VIN. TYPv "PC -3" ASPHA.LT!C CON RETE
- 8" CRUSHED CONCRETE OR SHELL BASE - 6° 3000 PSI CONRETE PAVEMENT W/ 6x6 10/10 WWM
- - - - -
COMPAC T E2 710 98% MAX. LB ' 00) _ -_- ___ -_ - -- EXPANSION J TS. WHEN ABUTTING EXIST. S j W
CONTRACTION JOINTS NOT TO EXCEED 12' DISTANCE
--9" COMPACTED SUBGRADE 987"o MAX. DENSITY (,'.BR 40) -- -9" COMPACTED SUBGRADE 98% MAX. DENSiiY (LBR 4C)
DENSITY AS PER AASHTO 7--180 MIN. (3) DENSITY TESTS ON SUBGRADE DENSITY AS PER .'PASHTO T -'80 MIN. (3 DENSITY TESTS ON SUBGRADE
MIN. 3 DENSITY TESTS ON BASE & MIN (2 CORES 13 T r PP T
_ ( ) � ) MIN. (, SET OF �4; CY��_IrdCERS R ACI S: DS.
MIN (1) MARSHALL TFST 4 JOB START, EXTRACTION/ ALA_ PAVE M_E_,1` 7 J S - �'
- -- - GRADATION TESTS & MIN (2) CORES
SUr'EY 8x. P4. CLIENT
REVI51ON5 BY DATE Science and Engineering in the Traditions of The Challenger Expedition
Challenger GENTRr��_ Gr'uRGr1 of crtRIST
by DATE
Enterprises 1454 E3 E' LEAIR ROAD
Inc.
P O Box 28424 C%LEAR`WA, DA
,k.
DE51C.N
5t. Petersburgg t `
DRAWN _ Florida 33709 ,�y ` , a
4 f }
Phone (013) 544 -0136 , y
Voyage of 14M5 Challenger, 1972 -1076 Fax (013) 5 4 4 - 892 4
I REV. PER CITY- POND ENLARGED, REDUCED PAVING BY TREES 'XHJ 10/98 APPROVED Florida Pr fei on g K No. 21377
� to
PROJECT NAME
' 3 N a j 7v 44.76 _- +41.31
CLEAKVIEW
45.3 d
AVENUE
-3: 11 4E,9 01
a j 1,46jo ,�, a s p h a l t
-+
44.6 I N 14.32
i - U 1 45.40
TRACT v o
TjOU 3 3
0
4S 4616 46.51 21
d Y
46 f a
L Ev
X 0
a
3 a.0
1 0 , °
i v
N
II �
I;
o z
4s V) + 46.27
/ 46.33
I WGTE
jJ EE• 0.48 I)
AV 0 • .47
4611✓
I�
46.3 � I
+ 4S.1t
4621
c a Inl c
d r ilvle
I U
I � I
M 1 4E.:t 46'4 + 45.19
3 KSA I �I-
i
46.32
46.25
45.4 1
6 E
V-44
• .07 3
WV
II /
47.98
M I 50
44.3 + 1326 4S.E8 -_ + 43.39
+ SAN REN10
I I AVENUE
j a s p h a I t
l -- +
+ 45.0 I ( 43.99
I l I
/44.39
P�;�1' ,
SCALE: , " 30'
ADDIT!ONAL PAVED PARKING
PLAN
North
PROJECT 571E P!_AN
INCLUDING PAVING d-- DRAINA'_-I E P'_AN
DATE
AUGUST 1998
FILE NAME
38 -511CC
PROJECT NO,
98 -511CC NOV 0 Z 9
5"efr
G i -
t
4
C2
l7