400 BAY AVESURVEYED BY
REVIEWED BY
PROJECT
,RECORD DRAWINGS
DRAWN BY
30.76 31.08 Catch Basin #4
` Grate 30.69
\ 31.25 Throat RCP NORTH
x 31.01 30.61 ,.
Storm MH #9 Inv 18 RCP SW 28.60
Rim 31.34 , �\ Inv 18" RCP SE 28.54
Inv 48" RCP W 12.22 tia6 Inv 24" RCP S 28.59
^ham Inv 48" RCP E 12.39 ^'�' �\ 30.71 31.33 Inv 24" RCP N 28.41
30.78 x �,� \\ �\ 31.31 0' 20' 40'
Storm MH #8
{ Rim 30.97 3,.07 \ \\ 3163 \J`
{ Inv 18" RCP 20.82 °� \ \\ \� ti \\ for SCALE: 1" = 20'
Inv 18" RCP 21.40 27.30 x o j\ \ \ \\ \\\tiA� \ \� o GRAPHIC SCALE (IN FEET)
31.22 131.56 Rim 31 65 #10
"
5.92 al tib c'GO \ \ \\ \\ \ x 31.42 \ \ \ \�a Inv 18M RCP S 18.65
Inv 18 RCP E 2.82 ` ` o { �� \ \ \ \ \\ Inv 18 RCP N 18.46
(31.57 \\
5.91 ` �- -� --1g" RCp O o�31.33 31,13 \ \ \\ o ti
O p- _ \
a x 28.86 �\ \ \ \J 01,1�tC 31.94 {D, �O X00
'''```lll�����\ \ OoA
COURT STR ' ° ^ ry
�^ / D \ \ o� \ � \ \\ \\ � 3t.a 31.74 Grate Inlet #5 Gro�enoe PERM /T Y 1` \ '�o x 1 s3 \\ Grote 31.77 ti� Gra0 \ \ ® 3 . \ Inv 18" RCP NE 25.36 UNIMP �NED R.O.W. i 30 47 o rwE, F]�\ Inv P NW 25.50
/NDEX 119 3140 \ ® \ \\ \\ CONVST 6" mlw .�D£WALK
p`1y x�o o 9 31.06 \� 30.9t� 31.60 \\ ��� \ \\ off^ \ INDEX NO. 109
Storm MH #7
_ �,; � �.oz - _... (D1 I \ \ \ \� \ \\ \� Rim 32.05
_ _ - \ Inv 18" PVC S 22.60
NORTH WEST X6.98 --- qg" RCPT -- -- x29.85 I \ \ \\ �\ �ti' 31.6 \031.98 Inv 24 PVC S 19.42
1 ( 32.0 x 3t 80 \ \\ Inv 24" PVC N 19.05
CORNER OF I� -_-- �-- --- ---/ ��- 3 7� �\ �C
LOT 2 L x I,� Q 9.s2�% 32.10 \ \\
30.54 31 k�k
Inv 48" RCP E 0.28 � 6.94 / 1.34 x a ^�`• 31.74 31.75 ,7� , \\
30.43 \ \ I \ si9�`' \ (D) 10 \ \\
\ 31.04 x
\
31.94 \32.17 32.53 3 1
t, \ i
10 /0 t1)`r ® ® ® ® .92x 2 ® 31.(:032.12
/ 30.84 x 32.0 �' OJT \ \ �\ \32.89\ \ .44 \ \\ dry- ro ti O 1" / / 31.68 32.11
12" �. x 32.15 x 32.15 I \ \\ x� ?\\\\ 32.17\� ? �?
I x 32.35 ? / 1.78 - 32.18
/ R =2. ( 32.61 32.99 1, 7g ��
' A.C. TURNERS t2���' �� %'
/ ,: 32.08 / \ 3. al 8�
1ST. ADDITION 3 ��32.50
Q / �� , 32.15 / 32 -T 3t SO, MATCH EXIST PAVEMENT
i 2 O / x I 33.*Q� 33.14 x 32.9
T {
8„ Ir �� 3 .83 \
I . I, O x 33
DATE
APPROVED BY
CITY ENGINEER MICHAEL 0. QUILLEN, P.E. # 33721 OA
SOUTH WEST 12" IL 3 . 33.27 32.36 3.04 Catch Basin #1
CORNER OF / 3o.7s 31.79 / / � x 3 . 4 ` \ Grate 32.44
LOT 2 16" 4.1 .�, , ® � Throat 32.31
6 24 x 32.4 �32.t9 \
1-136707� 18" "` 0 x 10 x 32. \ 5 33.04
4 6 LB \ \ \`{r
°- -- - 2.46 33.08 - - = t 0 4.7
31.70„_, 33. 33.9 Z _ �.32 x� ^ \ \ \o
catch basin 30.13 l J - ' ' _ _- - / \ o
O.S 31.4 2.06 f 32.89 x 3 1 \ \.
rim-31.02 11 s ' - 33.79 33.84 ® ��\
throat =30.05 li 32'6' 32.74 ��� a° \ \\ 3 . a
Inv. 18'M rcp E =25.59 / x t.3 MAl/J�'T PA °, \ 34\41�1 \ \\ \ x 7 \k 33.45
inv. 30 cmp SW -25.28 !� - -- 31.89 x 2. 3.38 x 33.53 34.13 \- \� 63.38 \\
` x - i �- 33. \\
31.09 rate 33.14 \
grat 31.08, g " 34.093"' \ 33.50 \
30.16 InVrcp W 27.9is� inv 18 rCW 29.61 33.94 \ p 33.9>\ 33. \k
iD 31.19 Inv 18" r E 27.99 --.Uw f�pvc 29.82 / x \ � \\ \\� 33.61
- -- 18 "strm - - 32.09 LS2995 \ \\
_ `- _ - _ _ inv 4" pvc 29.78 33.62 \\
_ -= r -� 33-- -x 34.73 34.1 \ \ 7
u31.04 . 1.2 x•39,4 3'•' y 33.21 - O\L / 34.16 xx 34 67 4.66 34.7
11 3 3.40 01011 (D \s`� 34 3 \33.70
s 36" \ Q
x 32.39 O/C J .TSSy 33.45 34.19 �f 34.68 `9 Q
son. clean out 11
31.57 33.60 x 33.58 JS 34.14 S 33.51 \ \
Str 33.55 x 33.8834.41 33.61
Curb 34.89 34.05 � x
=-ate � �- il 34.57 34.30 II u / 33.69
34.51 ""'
33.12 33.42 33.75 34.72 34.6C /S 34.91 34.97
35.03
conc
x 34.45
ram 34.19 `35.08
34.94 ' "�04 35.15 34.30r -= 34.36 34.6 _ 11 " x 33.46
L 3 �
35.24 " 35.20 34,34 34.72 34.73 34.69 \
35.28 34.81 k \
10" x 33.92
x 35.15
x 34.21
OAKS BLUFF
A COMMERCIAL 9 x 34,71 x 34.42
CONDOMINIUM
1. Revised parking lot layout.
REVISION
Novo 8 /OE
BY DATE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
100 S. Myrtle Ave.
Clearwater, Fl 33756
INVE5 E VOU
EXCAVATE
CALL LOCAL PUBLIC
UTILITY NOTIFICATION
CENTER
TOLL FREE
1- 800 - 432 -4770
WN. 48 HOURS BEFORE
YOU EXCAVATE
MEMORIAL BRIDGE BLUFF
PARKING LOT
SITE PLAN
NORTH
PROJECT
LOCATION
Uu FaAio to }.
0
1
1�N HENDRICKS
URA LA
R
D
PARK M1
'IERCE STar -1
�D O0PIERC
FRANKLIN
COURT ST D
'•'-S.R. 6
SF 0 ST CHESTNUT ST i n ROLE rm
LOCATION MAP.
Scale 1 = 1000
•J
LEGAL DESCRIPTION.
All of Lot 2 and North 75.0 feet of Lot 1, Block 5, Clearwater Harbor,
Florida; Comprising A. C. Turner's Subdivision of part of Section 16,
Township 29 South, Range 15 East, as surveyed April, 1884, by C. E.
Worth, C. S., according to Map or Plait thereof as recorded in Deed
Book "K ", page 475, of Public Records of Hillsborough County, Florida,
of which Pinellas County, was Formerly a part; LESS the following
described Tract F:
Tract P Description:
Commencing at the East 1/4 corner of Section 16, Township 29 South,
range 15 East; thence run N 89'12'06 "W, for a distance of 1855.12 feet
to a point, said point being a point of curvature on the centerline of
construction for the City of Clearwater's proposed extension of Pierce
Street, between Chestnut Street and Cleveland Street as indicated by
construction plans prepared by the City Engineer in November, 1974 and
referred to as Job Number 7244 -D; thence run along the
aforementioned centerline by a curve to the right having a radius of
235.25 feet; through.,,a central angle of 83'15'42 ", an arc of 341.87
feet, and a chord bearing N 48'38'18" W, for a distance of 312.57 feet
to a Point of Tangency,'. thence run N 07'00'27" W. for a distance of
88.78 feet to a Point of, Curvature; thence run by a curve to the left
having a radius of 230.00 feet, through a central angle of 34'41'14 ", an
arc of 139.24 feet, and a chord bearing N. 24'21'03" W, for a distance
of 137.13 feet, to the intersection with the East line of Lot 1, Block 5,
A. C. Turner's Subdivision according to plat thereof, as recorded in
Deed Book "K ", page 475 of the Public Records of Hillsborough County,
Florida, of which Pinellas County was formerly a part, for a Point of
Beginning; thence S 00'00'54" W, along the aforementioned East line of
Lot 1, a distance of 20.37 feet; thence run S 89'50'27" W, along a line
being 75.00 feet South of and parallel to the North line of said Lot 1,
a distance of 14.70 feet to the intersection with the proposed West
right -of -way line of Pierce Street; thence N 55'04'17" W, along said
right -of -way line a distance of 130.47 feet to the intersection with the
North line of the aforementioned Block 5, A. C. Turner's Subdivision;
thence N 89'50'27" E, along said North Line of Block 5, a distance of
121.69 feet to the Northeast corner of said Lot 1, Block 5, A.C.
Turner's Subdivision; thence S 00'00'54" W, along the East line of said
Lot 1, a distance of 54.63 feet to the Point of Beginning.
SITE DATA.
DRAWN BY Novo DESIGNED BY A.C.
SCALE SURVEYED None suRVEYEO BY S.R.
Howe. 1 " =20' DATE DRAW 8/05
APPROVED FOR
CONSTRUCTION
CHECKED BY
BOOK NO.
DWG NAME
dre site plan
SWi CITY ENGINEER MICHAEL D. QUILLEN. P.E. # 33721
"-,.0 11 •
CONTRACT N0.
98- 0061 -EN
JOB No. 2003057
SHEET NO.
1 OF 1
n
I
EXISTING
REQUIRED
PROPOSED
Land Area
1.47 ac.
64,033 s.f.
N/A
N/A
1.47 ac.
64,033 s.f.
Existing Dwelling Units
0
N/A
0
Proposed Dwelling Units
0
N/A
0
Gross Floor Area
0
N/A
0
Parking Spaces
9
N/A
9
Total Paved Area
0
N/A
5985 s.f.
Building Height
0
50' Max.
0
Impermeable Surface Ratio
0
N/A
0.09
Floor Area Ratio
N/A
N/A
N/A
DRAWN BY Novo DESIGNED BY A.C.
SCALE SURVEYED None suRVEYEO BY S.R.
Howe. 1 " =20' DATE DRAW 8/05
APPROVED FOR
CONSTRUCTION
CHECKED BY
BOOK NO.
DWG NAME
dre site plan
SWi CITY ENGINEER MICHAEL D. QUILLEN. P.E. # 33721
"-,.0 11 •
CONTRACT N0.
98- 0061 -EN
JOB No. 2003057
SHEET NO.
1 OF 1
n
I
SURVEYED BY
REVIEWED BY
PROJECT
LEGEND
gyp>
Wood Utility Pole
O
Found Iron Pipe
®
Metal Light Pole
0
Found Iron Rod
Cabbage Palm
Wood Light Pole
■
Found Concrete Monument
jQ
Fire Hydrant
x
Found Cut X
®
Water Meter
A
Found Nail & Disk
®
Water Valve
X
Set Cut X
C/o
Concrete Slab
A
Set Nail & Disk
a/c
Airconditioning Unit
SOD
SF
RECORD DRAWINGS
DRAWN BY
DATE
APPROVED BY _
CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE
FE. Palm Tree
O Bush
> Unknown Tree
O Oak Tree
(y) Tree Canopy
REVISION
BY I DATE
30.7631.08 Catch Basin #4
\ 3, 25 Grate 30.69
Storm MH #9 31.01 30.61\ Throat 30.55
� \ ' Inv 18" RCP SW 28.60
Rim 31.34 ��\� Inv 18" RCP SE 28.54
Inv 48" RCP W 12.22 °6 Inv 24" RCP S 28.59
,yo Inv 48" RCP E 12.39 x'' 30.71 31.1.3 Inv 24" RCP N 28.41
`►- 30.78 � � \\ \\ 31.31
Storm MH #8 \ >r \\ \ \\
Rim 30.97 ,31.07 \ \ \\ \31.63
Inv 18" RCP W 20.82 \ \\ A\ �ti \\ \ors
�y °Inv 18" RCP E 21.40 27.E \ \ \\ \ ° \ \�
Pei
31.22 131.56 Storm MH #10
a a \ \\ \ 0 Rim 31.65
" n 5.92 aI ryb, \ o \ \ \\ \ \\ 31.42 \ \ \G ^6 »
Inv 18 RCP E 2.82 Inv 18" RCP S 18.65
` o o� \ \ \ \\ Inv 18 RCP N 18.46
u 5.91 18" RCP a O I\ 1.33 31.13 �\31,57 � \ t \\�\ \\ (D/ O O
��. I _ y 28.86 �\ \ \ \� ,e� \31.94 O91 \ \ \ "'° �° °
C 0 U��,T S TREE / 31.43 31.74 Grate Inlet #5 �� Grate Inle�#6
,`" Grate 31.77 .y�•
/ a \\ \ p S 31.63 \ \\ Inv 18 RCP NE 25.36 Grate 30.
UNIMP &D R.O.W. 30 47 0 \ O j 31 40\ 0 \\ Inv 18" R25.50
pry x y6,� 9 x�° \ \off 02 _ 30.9 1160 \ \\ ee \ \ \\ X05` \ \ \�� Storm MH #7
6
\\ \ \\ \\ Rim 32.05
_ _ �(-� Inv 18" PVC S 22.60
6.98_ _ _ RCP O l � -29-85 l \ \\ h� 31.6 \'031.98 Inv 24" PVC S 19.42
fl _ 48 _ \ I \ 32.os 3 7 31.80 \ \\ Inv 24" PVC N 19.05
30.5 93..82 \ \ \\
6.94 7
Inv 48" RCP E 0.28 3 4 \ t. 6 31.7 31. \ \\
31.94 32-17 32.53 32.11
10'j 9 32. t t o� \ + x 31. 32.12
31.76
*\ 1R
f /
/ \ 3 5 v 32.89 32.44 \ \ \\ y-Q _ �O ��l 32.24 31.68
`M \ \ �% (0'b �� • 32.11
11J 12„ / 32. o x 32. `� \ 32.17 k f
\ ti /
615 , x 32.35 ?�j s 31.78 - 32.18
3 .6 2. 7 / Vs
A. C. TURNERS 12 ' 32.08 33.10 \ 32.18
12 I \ ' `A 32.07, 32.50
1ST. ADDITION 12" --112' 15 32.34 +'1 -a-
LOT 2
oQ, �� '_ 33.60xx 33.14 \32.59 �'
32.83
8.. IAT 1\
x 33.09
12" 33.70'x 33.27 �\\ 3 .04 Catch Basin 1
76 31.7 \ Q I x 33.44 SEE 1< .� PLAN \ 32.36 # Grate 32.44 9
16" i 3 ' � 4 of i7 �� Throat 32.31
24" x 32.40 x .19 x 33.20
� 12 �• SW O / \32..80 32. 5133.04
L66707 _ LB6707
- 32.46 33.33. - _0�� /, .-
_ \ A
catch basin 30.131 SOS 3t.703t.40 �32% 32.89 - ra ra �: 34.323 �° \ \ \ \00
rim -31.02 II 6\ � 33.79 33.84 a \\ 32.94
32.61 32.74
throat -30.05 (I / S2 \ �a �� 6
33.07 \�
Inv. 18" rcp E- 25,.58 � 3a \ 33.45
Inv. 30" cmp SW -2528 II - �/ "31.34 31.89 x 32.51 x 32.76 -33.38 -33.53 f 34.13 / \ \ \\ s3. 38 \
31.09 x \ i
\34
grate 31.08 grate 33.14 34.09 10 33.5030.16 Inv 18" rC W 27.96 Inv 18 rcp W 29.61 33.9.94\ 33.13 P A33.25 ♦33.42 (0 ; 31.19 inv 18" rcp E 27.99 inv 6 pvc 29.82 LS2995 \ � 33.61
- - - - = 18 "strm - -- - - 32.09 inv 4" pvc 29.78 33.62 - -- » 33. i 18 rCP- - - 3 \ 33.37
31.04 31.23 x 32 64 33.,9 33 21 - - - 34.16 \ X31.46 J��, 0 33.89 Off\ ,, 3337 (� 34�\,
33.40 05Q \sue 34.13x' 33.70
p' x 32.39 O�c i� 3s ?�' 33.45 33.43 34.19r 34.68 \ y
31.57 33.60 ®/ -San. clean out x3358 S6 c/S 34.14 c S 33.51 It \ 33.46
31 89 - Strpighf Curb 33.55 x34 33'6 34.89 34.05 ,I
-- "�- 3 34.30 4� U 6 wood
34.51 ` -
33.12 33.42 33.75 34.72 63 34.85 34.97 JI "J
35.03 conc 11-6
c/S 34.91 romp 34.19 34.24 x 34.45
34.36 34.66 5.08
34.94 - 11 5 4 35.15 34.30 x 33.46
35.24 35.20 �\ 34.34 34.72 34.73 6 wood 34,69 \
35.28 za Al Qote \
OAK BLUFFS
A COMMERCIAL
CONDOMINIUM
LANDSCAPE KEY:
QV
4
Quercus virginiona
Live Oak
MIN. 14' O.A. HT. X 6' SPD.; 3" D.B.H.; B&B
SP
3
Sobal palmetto
Cabbage Palm
MIN. 3'X3' ROOT BALL; 12' -24' O.A. HT.; NO BOOTS.
DATE DRAWN
DWG NAME
STRAIGHT CLEAR TRUNKS; O.A. HTS. AS NOTED ON PLAN; 8' O.C.
PS
335
Pennisetum setaceum 'White'
White Fountain Gross
MIN. 1 GAL.; 14" HT; FULL, 24" O.C.
VS
78
Viburnun suspensom
Sandarkwo Viburnum
MIN. 3 GAL.; 18 "X18 "; 36" O.C.
TAM
166
Trachelospenmum asiaticum 'Minima'
Dwarf Confederate Jasmine
MIN. 4" LINERS; 6" HT.; 6 TO 10 RUNNERS; 18" O.C.
SOD
SF
Pospolum notatum 'Argentina'
Argentine Bahia Gross
MIN. 2" THICK. SOLID SOD. BUTTED AND ROLLED;
QUANTITY TO BE DETERMINED BY CONTRACTOR
SEE LANDSCAPE DETAILS SHEET 6 OF 7
CITY OF CLEARWATER, FLORIDA.
PUBLIC WORKS ADMINISTRATION
ENGINEERING
100 S. Myrtle Ave.
Clearwater, Fl 33756
® INVES
BEFORE E YOU
U
EXCAVATE
CALL LOCAL PUBLIC
UTILITY NOTIFICATION
CENTER
TOLL FREE
1 -800- 432 -4770
MIN. 48 HOURS BEFORE
YOU EXCAVATE
OAK BLUFFS PARKING LOT
400 BAY AVE
LANDSCAPE PLAN
0"
x 35.15
x 34.21
34.71
5.19
x 34.71
,4t�
NORTH
W 20' 40'
SCMA 1" = 20'
GRAPHIC SCALE (IN FEEZ�
x 33.69
x 33.92
x 34.42
5
DRAWN BY
BVD
DESIGNED BY TMK
CHECKED BY G.L.B.
CONTRACT NO.
05- 0056 -EN
SCALE
vERT.
As Noted
SURVEYED BY
SR
BOOK N0.
575
JOB NO.
2003057
DATE DRAWN
DWG NAME
SHEET NO.
HoRiz.
As Noted
10/96
2003057
5 OF 7
APPROVED FOR
(
CONSTRUCTION
(
(Q
CITY ENGINEER MICHAEL D. QUIL , P.E. 0 33721
DATE