MAGNOLIA DRIVE OUTFALL IMPROVEMENTS - 12-0023-EN - WARRANTY INSPECTION REPORT
Melvin let me know that we are all finished and this project Warranty can be closed out.
Thank you,
Engineering
Seat 1Seat 3Seat 4Seat 5
Mayor...................Vice Mayor...........
Council Member..Seat 2Council Member..Council Member..City Manager
CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721
Approved ByDate Approved
CITY OFFICIALS Doreen Hock-DipolitoJay PolglazeWilliam B. Horne II
George N. CretekosBill JonsonHoyt Hamilton
Michael D. Quillen, P.E.City Engineer
Engineering Department
MAGNOLIA DRIVE OUTFALL IMPROVEMENTS (N445)
Lotus Path
DESCRIPTION
CROSS SECTIONS - 1CROSS SECTIONS - 2CROSS SECTIONS - 3CROSS SECTIONS - 4CROSS SECTIONS - 5CROSS SECTIONS - 6CROSS SECTIONS - 7CROSS SECTIONS - 8CROSS SECTIONS - 9MAGNOLIA DRIVE RESTORATIONMAGNOLIA
DRIVE & FT HARRISON AVE RESTORATIONDRUID ROAD RESTORATIONDRUID ROAD RESTORATIONJASMINE WAY RESTORATIONJASMINE WAY RESTORATIONBAY AVE RESTORATIONBAY AVE RESTORATIONLOTUS PATH RESTORATIONSITE
DETAILSDRAINAGE DETAILSDRAINAGE & ROADWAY DETAILSDRAINAGE & BAFFLE BOX DETAILSBAFFLE BOX DETAILSWASTEWATER DETAILSWATER DETAILSMAINTENANCE OF TRAFFIC PLANSWPPP NOTESSWPPP PLAN WESTSWPPP
PLAN EAST
Magnolia Dr
Jasmine Wy
S Ft Harrison Ave
516171
4344454647484950525354555657585960626364656667686970
SHEET No.
Pinellas St
evA
yaB
INDEX OF DRAWINGS
S
d
R
dJeffords St
i
u
r
D
DESCRIPTION
COVER SHEETGENERAL NOTESCONFLICT CROSS SECTIONS - 1CONFLICT CROSS SECTIONS - 2CONFLICT CROSS SECTIONS - 3CONFLICT CROSS SECTIONS - 4CONFLICT CROSS SECTIONS - 5CONFLICT CROSS SECTIONS
- 6CONFLICT CROSS SECTIONS - 7CONFLICT CROSS SECTIONS - 8CONFLICT CROSS SECTIONS - 9
LEGENDKEY SHEETDRAINAGE BASIN MAPHORIZONTAL CONTROLEXISTING CONDITIONS - 1EXISTING CONDITIONS - 2EXISTING CONDITIONS - 3EXISTING CONDITIONS - 4EXISTING CONDITIONS - 5EXISTING CONDITIONS
- 6EXISTING CONDITIONS - 7EXISTING CONDITIONS - 8EXISTING CONDITIONS - 9EXISTING CONDITIONS - 10EXISTING CONDITIONS - 11PLAN & PROFILE MAGNOLIA DRIVEPLAN & PROFILE MAGNOLIA DRIVEPLAN
& PROFILE MAGNOLIA DRIVEPLAN & PROFILE MAGNOLIA DRIVEPLAN & PROFILE DRUID ROADPLAN & PROFILE DRUID ROADPLAN & PROFILE DRUID ROADPLAN & PROFILE DRUID ROADPLAN & PROFILE JASMINE WAYPLAN
& PROFILE JASMINE WAYPLAN & PROFILE JASMINE WAYPLAN & PROFILE BAY AVENUEPLAN & PROFILE BAY AVENUEPLAN & PROFILE BAY AVENUEPLAN & PROFILE LOTUS PATHPLAN & PROFILE LOTUS PATH
Project
12
3456789
11213141
1012131415161718192022232425262728293032333435363738394042
Location
SHEET No.
2017/11/03 03:03 pm blardizabalZ:\\2013_CL05_Magnolia_Drive_Outfall\\Magnolia_Drive\\CAD\\PLANS\\12-0023_CoverRD.dwg, 1 COVER SHEET
0
29.13
32282420840-4
1612
0
00+6
1 :ATS
ENILH
CTAM
+29.20
6
1
16+00
Feet
40
28.68
28.79
ELEV = 29.13
PVI STA = 16+00
20
28.22
%
9
28.38
2
.
2
11/3/1711/3/17
offe
0
3129
27.76
uibu st 39
(TO BE REMOVED)st 38(TO BE REMOVED)
27.88
Kvof
jo
gpvoe
st 40(TO BE REMOVED)
ST-40A
27.30
jttvft
ELEV = 27.29
27.35
PVI STA = 15+19
gps
jotqfdujpo
wjtvbm
nbslvqt
0
26.96
ST-40B
0
27.09
+
sfe
5
bdujpo/
%
9
1
15+00
6
.
tff
xbssbouz
1
6"dip wm
0
0
+
2" gas
26.62
3 ST-18A
4
2.zfbs Qmfbtfdpssfdujwf
26.79
(DRUID ROAD)
ELEV = 26.45
PVI STA = 14+69.8
S
D
A
%
26.05
O
2
R 1
.
26.28
D 4
I ELEV = 25.86
U
R
PVI STA = 14+55
D
0
0
+
2
4
SAN-5
24.85
25.13
8" rcwm 23.54
23.86
st 32
san 15a
(TO BE RELOCATED)
0
22.23
0
(TO BE REMOVED)(TO BE REMOVED)
+22.53
4
%
5
1 gjmufs 14+00
5
.
6
INV EL= 19.00
xbt
TOP EL= 24.47
20.92
voefsesbjo
xfu-
INV EL= 19.00
STA 14+21.2, 12.4' R
TOP EL= 24.30 21.16
pg
)
D
CONST UD CLEANOUT
vq@
E
V
STA 14+21.3, 12.6' L
O
M
CONST UD CLEANOUT
E
Dpotubounbufsjbmtjmufe m
r
R
o
19.61
t
E
s
iB
19.79
d
O
͵
"
T
4
(
2
18.30
18.39
ELEV = 17.95
PVI STA = 13+35
INV EL= 12.40
STA 13+06.7, 12.3' RCONST UD CLEANOUTTOP EL= 16.45
16.98
5
INV EL= 12.36
STA 13+06.4, 12.4' LCONST UD CLEANOUTTOP EL= 16.41 16.92
0
15.66
0
+15.61
3
1
13+00
CALL 811CALL 811
14.33
14.31
SCALE: 1" = 20' H, 4' V
MAGNOLIA DRIVE PROFILE
13.01
13.01
%
PLAN BOLD TEXT DENOTES AS-BUILT DATA.SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.PROFILE VIEW INFORMATION NOT INCLUDED.
1
6
.
6
2.3.
1.
6
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATION
STORM/ UTILTIES AS-BUILTS FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR
ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
11.69
MAGNOLIA DRIVE
11.69
tpe
10.37
10.40
Efbe
0
9.05
0
9.08
+
2
1
12+00
7.72
7.78
STA 11+44.9, 25.1' RINV EL= 3.00
CONST UD CLEANOUTTOP EL= 6.50
%
1
8
6.75
.
4
6.79
st 36
(TO BE REMOVED)
1
ST-19A
ELEV = 6.30
PVI STA = 11+51
5.95
tztufn
5.97
sftupsfe
st 37
Jssjhbujpoxbto(u
%
INV EL= 2.50
5.30
6
TOP EL= 6.33
2
.
35.27
tpe
(TO BE REMOVED)
STA 11+46.1, 25.1' L
vofwfo
CONST UD CLEANOUT
efbe
4
3
0
1
4.65
0
xjui
hspvoe-
+4.68
ELEV = 4.49
1
PVI STA = 10+95
1
11+00
Tfuumfetvsgbdf
4.11
4.10
ADDED NOTES FOR LIGHTPOLE RELOCATION CTM 5/27/16
REVISED INVERT ELEVATIONS CTM 5/27/16RFI #1 - CLARIFICATION OF UNDERDRAIN MATERIALS CTM 6/28/16REVISED UNDERDRAIN INVERT
CTM 7/7/16REVISED OUTFALL DUE TO UNDERDRAIN INVERT CTM 7/22/16REVISED OUTFALL DUE TO UNDERDRAIN INVERT CTM 8/12/16
2.3.4.
5.6.7. RECORD DRAWING INFORMATION BL 11/01/17
1.
3.61
%
1
5
.3.57
2
3.11
3.14
ELEV = 2.80
1
PVI STA = 10+28
1
3.24
ST-42
0
0
+
0
840
1
-410+00
322824201612
R
O
R
B
E
R
T
AA
H
W
R
A
E
L
C
BAY AVENUE
0
33.73
38363432302826242220
0
00
+22 :A
TS ENI
LHCTA
M
+
34.00
2
2
22+00
offe
3129
%
0
uibu
san 13a
5
.
0 33.83
Kvof
SAN-2
34.13
jo 16" dip fm
gpvoe
ELEV = 33.86
PVI STA = 21+74
TDI16
(TO BE REMOVED)
EL=29.36
jttvft
33.79
(TO BE RELOCATED)11/3/17
gps W
jotqfdujpo
W 34.12
WWWW
W
W
EL=32.08
wjtvbm
TPVC VERIZON
st 45
nbslvqt
33.69
sfe
bdujpo/
34.01
tff
xbssbouz
Feet
(TO BE REMOVED)
40
2.zfbs Qmfbtfdpssfdujwf
33.59
ST-37A
33.89
12" dip wm
grate 44
20
12" rcp storm
0
12" rcp storm
33.49
0
(REMOVE 17 LF)
(TO BE REMOVED)
+
33.80
(REMOVE 51 LF)
1(TO BE REMOVED)
2
21+00
0
33.39
%
33.71
0
5
.
0
33.29
33.59
33.19
33.47
8" vcp san(REMOVE 358 LF)
33.09
33.38
0
32.99
ifsf
0
+33.27
0
2
20+00
ifbe
ELEV = 32.90
(REMOVE 331 LF)
18" rcp storm
32.89
PVI STA = 19+82
Jssjhbujpo
33.14
32.76
33.01
32.63
32.87
32.50
32.72
%
tztufn
4
tpe
0
32.37
6
.
0
sftupsfe
0
+32.57
dpotusvdujpo
CALL 811
9
Efbe
1
19+00
MAGNOLIA DRIVE
Jssjhbujpoxbto(ubgufs
39
ofyu
'
32.24
qpmf/
efbe
32.43
23
SCALE: 1" = 20' H, 2' V
pg
ifbe
Qsf.dpo
up
boe
MAGNOLIA DRIVE PROFILE
tjef
qpmf/
32.11
hspvoejssjhbujpo
xftu
mjhiu
A3;14;21
32.29
bu
qpmf-
grate 43
grate 41(TO BE REMOVED)
san 13(TO BE REMOVED)(TO BE REMOVED)
Vofwfotpewjefptipxfeup
31.99
32.17
ifsf
ELEV = 31.90
ST-38A
ifbe
PVI STA = 18+27
31.86
32.10
SAN-1
cbh
Jssjhbujpo
dpwfsfe
tboe
ifsf/
st 42
NI
0
31.73
0
boe
+31.94
qjqf
8
mje
tupsn
1
18+00
jo
7/33/29*
Tbo/mfgu
(TO BE REMOVED)
%
3
31.60
6
TU.49B-xjuixbt!)NSN-!
.
0
31.78
31.48
31.60
8" vcp san
31.35
ELEV = 31.35
PVI STA = 17+40
31.40
(REMOVE 362 LF)
31.08
31.16
%
3
0 3
.
30.82
1
0
͵
+30.91
7
1
17+00
30.55
18" rcp storm
30.61
1. RECORD DRAWING INFORMATION BL 11/01/17
ELEV = 30.44
(REMOVE 308 LF)
PVI STA = 16+72
30.24
30.28
29.89
%
6
29.91
7
.
1
29.54
29.57
%
%
9
9
0
2 229.13
ELEV = 29.13
SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.
PLAN BOLD TEXT DENOTES AS-BUILT DATA.PROFILE VIEW INFORMATION NOT INCLUDED...
0
00
+61 :A 2 2
TS ENIL
HCTA
M
PVI STA = 16+00
+29.20
6
1.2.3.
1
16+00
38363432302826242220
STORM/ UTILTIES AS-BUILTS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OROF INCORRECT
INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEFOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT
offe
3129
uibu
0
34.31
Kvof 383634323028262422
0
00+82
:ATS E
NILHCT
AM
34.76
jo+
gpvoe
8
28+00
2
jttvft
34.24
gps
jotqfdujpo
34.73
͵
wjtvbm
nbslvqt
34.16
sfe
bdujpo/
11/3/17
34.71
6" DIP WM, RJ
tff
xbssbouz
(TO BE RELOCATED)
12" casing - 6" dip wm
Feet
W
END DEFLECTION
40
STA 27+30.3, 15.1' LSTA 27+40.5, 6.0' LBEGIN 18"STEEL CASING (18 LF)
STA 27+84.2, 14.9' R
2.zfbs Qmfbtfdpssfdujwf
%
34.09
5
3
.
34.68
0
W
END 18"
20
34.02
STEEL CASING
34.64
STA 27+54.1, 6.0' R
STA 27+64.2, 14.9' R
STA 27+10.2, 15.5' LBEGIN DEFLECTION
6" DIP WM, RJ
0
NI
0
33.95
Tbo/
0
34.60
+tpe
7/33/29*
7
tupsn
xjui
27+00
2
efbe
ELEV = 33.90 ST-33A
)NSN-
PVI STA = 26+85
33.92
TU.44B-dpwfsfemje
34.57
PLAN BOLD TEXT DENOTES AS-BUILT DATA.SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.PROFILE VIEW INFORMATION NOT INCLUDED.
2.3.
1.
STORM/ UTILTIES AS-BUILTS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONFURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTOF INCORRECT INFORMATION PROVIDED
TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
33.98
34.58
6" vcp san(REMOVE 319 LF)
1
34.04
34.56
34.10
%
1
34.46
3
.
0
tujmm
cpbset
bsf
0
34.16
gpsn7/33/29*
0
tusvduvsf
34.53
+
3y5t
jo
6
26+00
2
TU.45;boemfgu)NSN-
ST-34A
san 14
(TO BE REMOVED)
34.23
34.61
1
boe
SAN-3
34.29
hsffo
34.59
ELEV = 34.30
tfuumfe
jo
PVI STA = 25+56
Hspvoevofwfotqbdf
34.25
34.53
34.19
2
34.47
0
34.13
0
34.42
+
Harbor Oaks
5
CALL 811
25+00
2
Book 03, Page 65
hspvoe
34.08
34.38
SCALE: 1" = 20' H, 2' V
Vofwfo
MAGNOLIA DRIVE PROFILE
Harbor Oaks
34.02
Book 03, Page 65
34.36
33.96
34.37
33.90
34.34
%
MAGNOLIA DRIVE
0
3
.
0
0
33.84
0
34.31
+
4
8" vcp san(REMOVE 382 LF)
24+00
2
33.78
34.28
33.72
34.23
33.66
34.19
33.60
18" rcp storm
34.14
(REMOVE 430 LF)
0
33.54
0
34.10
+
3
23+00
2
33.49
REVISED INVERT ELEVATIONS CTM 6/7/16REVISED INVERT ELEVATIONS CTM 8/2/16
REVISED DETAIL FOR RECONNECT. EX. 4" PVC CTM 8/2/16
34.07
2.3.
1.
4. RECORD DRAWING INFORMATION BL 11/01/17
33.43
ELEV = 33.43
ST-35A
PVI STA = 22+60
34.04
tpe
hspvoe
efbe
33.53
EL=32.31
34.01
Vofwfoboe
BAY AVENUE
TPVC16 RCW
grate 46(TO BE REMOVED)
16" rcwm
grate 47
(TO BE REMOVED)
33.63
34.00
%
0
5
.
0
0
33.73
0
00+
22 :AT
S ENIL
HCTAM
34.00
+
2
222+00
3222
38363430282624
35.62
40
3836343230282624
05+
55 :ATS
ENILH
CTAM
36.14
55+50
35.59
Feet
36.12
40
͵
35.52
36.07
20
11/6/17
3129
0
35.46
uibu
0
(REMOVE 415 LF)
12" vcp storm
0
+36.01
Kvof
5
2
5
jo 55+00
gpvoe
35.40
jttvft
35.95
gps
jotqfdujpo
wjtvbm
bdujpo/
nbslvqt
35.34
35.92
sfe
STA 54+25.9, 12.3' LEND 6" WM DEFLECTION(SEE DETAIL, SHT 23)
tff
xbssbouz
dpssfdujwf
35.27
2.zfbs Qmfbtfoffe
35.87
SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.
PLAN BOLD TEXT DENOTES AS-BUILT DATA.PROFILE VIEW INFORMATION NOT INCLUDED.
STA 53+98.8, 12.2' LBEGIN 6" WM DEFLECTION(SEE DETAIL, SHT 23)
1.2.3.
STORM/ UTILTIES AS-BUILTS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONFURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTOF INCORRECT INFORMATION PROVIDED
TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
35.21
35.84
(REMOVE 42 LF)(REMOVE 43 LF)
12" vcp storm12" vcp storm
16" dip fm(TO BE RELOCATED)
W
0
35.28
ST-5A
0
+35.87
%
4
8
5 4 54+00
.
(REMOVE 37 LF)0
12" vcp storm
W
EL=31.17
TCI12 FM
35.38
EL=30.22
TDI16 RCW(TO BE RELOCATED)
16" rcwm
(BAY AVENUE)
35.89
ELEV = 35.40
PVI STA = 53+75
W
35.34
BAY AVENUE 35.87
W
W
W
W
W
35.27
W
35.77
SAN-10
12" vcp storm
(REMOVE 36 LF)
35.19
W
ST-7A
35.64
0
35.12
0
EL=31.41
12" dip wm
+35.52
W
3
553+00
TCI12 WATER
(TO BE REMOVED)
35.04
35.46
W
34.96
35.40
W
CALL 811
34.89
35.34
SCALE: 1" = 20' H, 2' V
%
DRUID ROAD W PROFILE
8
3
W
.
0
34.81
35.35
Book H1, Page 97
Starr Savory Addition
1 0
34.74
W
0
+35.33
2
5
52+00
DRUID ROAD W
34.66
35.28
W
1
(REMOVE 281 LF)
12" vcp storm
6" vcp san
34.58
(REMOVE 277 LF)
35.20
STA 51+30.4, 12.9' LEND 6" WM DEFLECTION(SEE DETAIL, SHT 23)W
34.51
35.15
W
STA 51+03.5, 12.7' LINSTALL 6" TEE, 6" GV &20 LF 6" WM NORTHCONNECT TO EXIST 6" WM 34.43
35.11
ST-8A
ST-8A
(REMOVE 32 LF)
12" vcp storm
0
34.36
0
+35.05
1
5
51+00
AVENUE
Harbor Oaks
Book 03, Page 65
ELEV = 34.29
34.28
ORANGE PVI STA = 50+82
34.99
tpe
Efbe
SAN-9
34.13
34.85
ST-11A
ELEV = 34.28
(ORANGE AVE)
1
PVI STA = 50+80.9
4" rcwm
33.99
34.69
REVISED INVERT ELEVATIONS CTM 6/7/16REVISED RIM ELEVATIONS CTM 8/31/16RECORD DRAWING
INFORMATION BL 11/01/17
2.
1.3.
12" vcp storm
(TO BE RELOCATED)
(REMOVE 36 LF)
2%33.85
0
7
.
34.50
0
STA 50+51.8, 12.0' L
(SEE DETAIL, SHT 23)
BEGIN 6" WM DEFLECTION
0
33.71
0
+34.34
0
550+00
6" vcp san
33.57
34.23
15" vcp storm
(REMOVE 209 LF)
(REMOVE 212 LF)
33.43
0
6+94 :
ATS ENI
LHCTA
M
34.12
49+60
403836343230282624
NI
Tbo/
0
4240
38363432302826
0
AVENUE
7/33/29*
+
xjui
2
tupsn
662+00
S FT HARRISON
)NSN-
TU.2B-dpwfsfemje
37.00
ELEV = 36.92
PVI STA = 61+73
36.79
Feet
%
637.22
40
9
.
0
ELEV = 36.65 ST-1A
EL=30.83
PVI STA = 61+45
36.69
37.50
11/3/17
20
TPVC2 VERIZON
%
36.84
7
7
.
0 37.56
0
offe
3129
SAN-12
uibu
Kvof
0
37.00
ELEV = 37.00
jo
0
gpvoe
PVI STA = 61+00
+37.51
1
6
61+00
jttvft
STA 61+57.4, 14.3' L
(SEE DETAIL, SHT 23)
gps
jotqfdujpo
STA 61+32.4, 13.2' L
36.93
END 6" WM DEFLECTION
(SEE DETAIL, SHT 23)
37.49
wjtvbm
BEGIN 6" WM DEFLECTION
nbslvqt
sfe
bdujpo/
36.85
tff
xbssbouz
37.43
2.zfbs Qmfbtfdpssfdujwf
36.78
37.37
͵
36.71
37.31
0
36.64
0
+37.24
0
660+00
36.57
37.18
%
5
3
.
0
DRUID ROAD W
36.50
37.14
cfuxffo
Ibnjmupo
36.43
qsf.dpo
37.09
JSI
boe
PLAN BOLD TEXT DENOTES AS-BUILT DATA.SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.PROFILE VIEW INFORMATION NOT INCLUDED.
tpe-
e0x
2.3.
1.
6" vcp san(REMOVE 348 LF)
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD
STORM/ UTILTIES AS-BUILTS FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR
ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
EfbetipxfegjstuDsftudfou
36.36
37.03
0
36.29
0
36.95
+
9
559+00
tipx
wjefp
36.22
ifsf 36.86
CALL 811
qsf.dpoJSI
CRESCENT
36.15
N HAMILTON
tpe 36.77
hspvoe
nfufs
EL=32.10
TPVC6 RCW6" rcwm(TO BE RELOCATED)
SCALE: 1" = 20' H, 2' V
W
W
efbe
ST-2A
ELEV = 36.10
DRUID ROAD W PROFILE
PVI STA = 58+47
Vofwfobspvoeboe
36.06
NI
Tbo/
36.76
7/33/29*
1
xjui
tupsn
W
)NSN-%
35.93
2
6
.
TU.4B-dpwfsfemje
0
36.72
0
35.81
W
ST-3A
ELEV = 35.80
0
+36.66
PVI STA = 57+99
8
5
58+00
STA 58+14.2, 13.0' L
(SEE DETAIL, SHT 23)
1 35.88
END 6" WM DEFLECTION
36.62
35.97
%
5
36.61
4
.
0
36.06
36.59
BL 6/9/17
SAN-11
STA 57+80.0, 12.9' L
(SEE DETAIL, SHT 23)
tjefxbmlt
ELEV = 36.1536.15
BEGIN 6" WM DEFLECTION PVI STA = 57+20
36.54
Csplfo
0
36.09
0
+36.47
7
557+00
Harbor Oaks
6" vcp san
Book 03, Page 65
36.02
36.40
(REMOVE 411 LF)
)
F
L
m
5
r
35.96
1
o
t
4
s ADD PAVEMENT ELEVATIONS FT HARRISON AVE RECORD DRAWING INFORMATION BL 11/01/17
REVISED INVERT ELEVATIONS CTM 6/7/16
36.36
E
p
cV
v
O
3.
2.
1.
"
M
2
1E
R
(
35.90
36.36
35.84
OAK AVENUE
36.33
0
35.77
0
36.27
+
6
556+00
35.71
36.22
%
1
3
.
0
35.65
36.17
35.62
05
+55 :AT
S ENIL
HCTAM
36.14
55+50
4232
40383634302826
Feet
40
͵
20
3129
0
uibu
Kvof
jo
gpvoe
jttvft
0
11/3/17
33.54
363432302826242220
0
00+
57 :
ATS
ENIL
HCT
AM
gps
jotqfdujpo+33.92
5
7
75+00
wjtvbm
bdujpo/
nbslvqt
33.45
sfe
33.82
tff
xbssbouz
dpssfdujwf
%
8
4
2.zfbs Qmfbtfoffe.33.35
0
PLAN BOLD TEXT DENOTES AS-BUILT DATA.SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.PROFILE VIEW INFORMATION NOT INCLUDED.
33.67
(REMOVE 255 LF)
12" vcp storm
2.3.
1.
T0X
jo
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATION
STORM/ UTILTIES AS-BUILTS FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR
ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
ifsf
ofx
33.26
DP
hspvoe
33.55
tpeofbs
ofx
mpdbujpot
T0X
gps
Tfuumfe3
Efbe
33.16
Csplfoqboofm 33.48
0
33.07
8' vcp san
0
+
33.38
4
7
74+00
(REMOVE 285 LF)
32.97
33.29
tpe
xjui
efbe
32.88
vofwfo
boe
33.20
tfu
qpmf
hspvoe
vofwfo
nfufs
mjhiu
32.78
xjui
ST-29A
33.10
ELEV = 32.76
ofbs
Xbufsvofwfo
tpe
PVI STA = 73+35
Efbehspvoe
32.67
32.93
5
6
s
st 20
e
k
g
a
0
a
32.55
O
0
P
r
,+32.81
o
3
3
b
0
7
r 73+00
ak
o
H(TO BE REMOVED)
o
san 10
B
32.44
32.72
SAN-13
(TO BE REMOVED)
32.32
32.61
%
9
5
.
0
32.20
32.51
CALL 811
JASMINE WAY
32.08
32.39
SCALE: 1" = 20' H, 2' V
JASMINE WAY PROFILE
0
31.97
0
+32.24
2
7
72+00
6" vcp san(REMOVE 308 LF)
31.85
32.14
ELEV = 31.81
PVI STA = 71+74
)
1
F
1 L
m
31.70
5
r
1
o
t
3
31.97
s
E
p
V
c
v
O
"
M
2
E
1
R
(
31.54
31.77
%
2
8
.
0
31.37
31.63
0
31.21
0
+
31.49
1
7
71+00
ELEV = 31.13
PVI STA = 70+90
31.07
31.34
30.95
31.19
grate 15 (modified)
(TO BE REMOVED)
(REMOVE 36 LF)
12" vcp storm
%
9
grate 19
(TO BE REMOVED)
5
30.84
.
0
ST-15A
31.15
W
W
REVISED INVERT ELEVATIONS CTM 6/7/16
6" dip wm(PROTECT)
30.72
ST-15B
31.05
1.
2. RECORD DRAWING INFORMATION BL 11/01/17
st 18
(TO BE REMOVED)
2"gas
W
ST-16A
(DRUID ROAD W)
0
30.60
ELEV = 30.60
0
0
0
+
6
+PVI STA = 70+00
30.94
4
0
S
7
70+00
D
A
O
SAN-6
R
D
I
U
0
R
8
D
+
30.68
9
6
69+80
363432302826242220
0
0
+
5
4
0
0
+
5
4
:
A
T
S
E
N
I
L
H
C
T
A
M
3129
uibu
Kvof
0
34.42
383634323028262422
jo
0
00+18 :gpvoe
ATS E
NILHCT
AM
+34.63
1
8
81+00
jttvft
Feet
gps
40
jotqfdujpo
34.36
34.60
wjtvbm
bdujpo/
nbslvqt
11/3/17
sfe
20
34.30
tff
xbssbouz
34.62
dpssfdujwf
2.zfbs Qmfbtfoffe
cf
0
up
34.24
xjui
34.57
offet
gmvti
up
qbwfnfou
%
0
qbudi
3
.
34.17
0 st 27
(TO BE REMOVED)
st 28(TO BE REMOVED)
34.52
Ofxgjojtifefyjtujoh
34.11
ST-24
34.44
80+00
san 12
tpe
34.05
SAN-15
34.39
Efbe
(TO BE REMOVED)
qpoejoh
ST-23A
80+00
33.99
Xbufs
34.36
33.93
34.28
33.87
34.20
0
33.81
0
+34.12
Harbor Oaks
9
7
79+00
Book 03, Page 65
͵
33.75
34.04
33.69
33.96
1
8" vcp san(REMOVE 397 LF)
Harbor Oaks
33.63
Book 03, Page 65
33.85
tpe
33.57
33.97
Efbe
0 CALL 811
33.50
1 0
+34.01
8
7
78+00
PLAN BOLD TEXT DENOTES AS-BUILT DATA.SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.PROFILE VIEW INFORMATION NOT INCLUDED.
JASMINE WAY
33.44
2.3.
1.
33.98
SCALE: 1" = 20' H, 2' V
STORM/ UTILTIES AS-BUILTS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONFURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTOF INCORRECT INFORMATION PROVIDED
TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
qpoejoh
JASMINE WAY PROFILE
Xbufs
33.38
34.04
33.32
33.96
33.26
33.94
1
0
33.20
ELEV = 33.20
ST-25A
0
PVI STA = 77+00
+33.94
7
7
77+00
33.35
33.91
EL=32.29
TDI16
16" rcwm
mfgu
33.51
33.86
tujmm
cpbset
(TO BE RELOCATED)
16" dip fm
(TO BE REMOVED)
12" dip wm
bsf
%
gpsn
BAY AVENUE
7/33/29*7
tusvduvsf/
7 4" rcwm
(TO BE RELOCATED)
.
3y5t
0
33.66
33.82
TU.37;boejotjef)NSN
)
F
L
m
r
2
o
3
t
s
E
p
V
33.82
c
O
v
NI
"
M
33.98
2
st 23(TO BE REMOVED)
E
Tbo/1
R
(
EL=29.20
TDI16 FM
EL=32.99
TPVC2 POWER
san 11
(TO BE REMOVED)
7/33/29*
tupsn
xjui
0
33.97
)NSN-
(BAY AVENUE)
0
+34.07
ELEV = 34.00
TU.38B-dpwfsfemje
6
PVI STA = 75+96
7
76+00
REVISED INVERT ELEVATIONS CTM 6/7/16
EL=29.18
TDI12
1.
2. RECORD DRAWING INFORMATION BL 11/01/17
33.92
SAN-14
34.17
WWW
W
W
W
WW
EL=31.62
33.83
st 21
34.21
TPVC4 VERIZON
ST-27A
%
8
4
.
(TO BE REMOVED)
0
33.73
jo
34.13
usff
tjefxbml-
Efbe21(y21(tj{fMjhvtusvn
qboofmt
33.64
Csplfo4.5
34.03
0
33.54
0
0
0+57 :
ATS EN
ILHCT
AM
+
33.92
5
7
75+00
383634323028262422
͵
Feet
40
bdujpo/
20
dpssfdujwf
offe
3129
0
uibu
Kvof
jo
MATCHLINE STA: 95+00
gpvoe
95+00
11/3/17
jttvft
gps
jotqfdujpo
wjtvbm
nbslvqt
brick walk
sfe
tff
xbssbouz
SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.
PLAN BOLD TEXT DENOTES AS-BUILT DATA.PROFILE VIEW INFORMATION NOT INCLUDED.
E
P
1.2.3.
2.zfbs Qmfbtf
STORM/ UTILTIES AS-BUILTS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORDDOCUMENT
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR ANY ERRORS OR OMISSIONS THAT
MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT
E
P
E
P
E
P
94+00
E
P
E
P
09
+90010+011
00+111
N: 1,317,055.85E: 397,052.21Pipe Stub
T
B
E
P
E
P
T
E
B
P
E
P
E
LOTUS PATH
P
93+00
E
P
E
P
E
P
E
P
E
P
tpe
Qppsqfsgpsnbodf
CALL 811
E
P
E
P
E
P
92+00
E
P
BAY AVENUE
P
E
PE
PE
P
E
PE
91+00
60' R/W
90+00
JEFFORDS STREET
Feet
0
40
0
+
1
0
1
20
0
bdujpo/
40
3836343230282624
AM
ATS ENILHCT
05+001 :
%
6
11/3/17
4
34.16
ELEV = 34.16.
0
dpssfdujwf PVI STA = 100+40, LT & RT
34.21
JASMINE WAY
%
8
offe
7
.
3129
0
ELEV = 34.04
uibu PVI STA = 100+25, LT & RT
34.02
Kvof
34.19
jo
gpvoe
T
T
L
R
%
%
8
1
3
5
.
.
jttvft
0 0
0
33.95
PVI STA = 99+95, RTELEV = 33.89
0
(JASMINE WAY)
gps
jotqfdujpo
+34.24
ELEV = 33.93
0
0 PVI STA = 99+95, LT
100+00
1
wjtvbm
nbslvqt
33.93
sfe
%
%34.22
SAN-14
3
6
0
1
.
.
tff
xbssbouz 0
0
ELEV = 33.94
PVI STA = 99+65, LT & RT
2.zfbs Qmfbtf 33.96
34.07
34.04
34.19
34.13
34.17
tpe
34.22
0
%
hspvoe 0
3
34.11
4
+
.
0
9
efbe
99+00
9
Vofwfoxjui
34.31
34.11
34.39
͵
34.08
34.48
33.94
ELEV = 34.50
PVI STA = 98+35, LT & RT
34.46
tpe
33.95
Efbe
34.40
0
0
33.98
+
8
98+00
9
34.34
BAY AVENUE
CALL 811
34.02
%
0
3
34.28
.
0
SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.
PLAN BOLD TEXT DENOTES AS-BUILT DATA.PROFILE VIEW INFORMATION NOT INCLUDED.
34.06
2.3.
1.
SCALE: 1" = 20' H, 2' V
BAY AVENUE PROFILE
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD
STORM/ UTILTIES AS-BUILTS FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR
ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
34.22
34.14
34.16
34.05
34.10
0
0
33.99
ELEV = 34.09
+
7
PVI STA = 96+96, LT & RT
97+00
9
%
33.90
5
1
.
34.07
1
(MAGNOLIA DRIVE)
ELEV = 33.79
PVI STA = 96+70, LT & RT
33.83
34.13
%
SAN-2
8
3
.
0
33.88
ELEV = 33.91
34.00
PVI STA = 96+38, LT & RT
DRIVE
MAGNOLIA
33.97
33.90
34.03
0
0
34.03
+
6
96+00
9
34.09
34.08
%
0
3
.
0
34.15
34.11
34.21
34.09
boe
hspvoe
nfufs
34.27
34.12
Sbjtfevofwfo
0
0
CTAM
59 :ATS ENILH
00+
+
5
9
40363432302624
3828
Feet
40
bdujpo/
20
dpssfdujwf
offe
3129
uibu
0
Kvof
jo
gpvoe
0
jttvft
11/6/17
35.35
0
403836343230282624
00+511 :
ATS ENILHC+
TAM
35.59
gps
jotqfdujpo 5
1
1
115+00
wjtvbm
nbslvqt
35.29
sfe
35.52
tff
xbssbouz
35.23
2.zfbs Qmfbtf
35.48
35.17
SAN-18
35.43
35.11
35.40
0
35.05
0
+
35.36
4
1
1
114+00
34.99
35.30
ST-48
34.93
35.25
34.87
%
0
3
.35.19
0
34.81
35.18
0
34.75
0
+
35.15
3
1
͵
1
113+00
34.69
35.07
34.63
LOTUS PATH
35.00
34.57
34.97
CALL 811
34.51
34.94
SCALE: 1" = 20' H, 2' V
LOTUS PATH PROFILE
0
34.45
0
+
34.91
2
1
PLAN BOLD TEXT DENOTES AS-BUILT DATA.SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.PROFILE VIEW INFORMATION NOT INCLUDED.
1
112+00
2.3.
1.
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD
STORM/ UTILTIES AS-BUILTS FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR
ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
34.39
34.86
usff
voefs
34.33
34.81
tpe
Efbe
34.27
34.75
34.21
34.68
ST-45A
0
34.15
0 ELEV = 34.15
uijt
+
PVI STA = 111+00
34.61
bu
uispvhi
1
1
1
7/33/29*111+00
qjqf
34.21
Jogjmusbujpo
bspvoe
34.53
%
TU.56B;dsbdltmpdbujpo/)NSN-
3
3
.
0
34.28
34.45
SAN-20
(BAY AVENUE)
34.35
ELEV = 34.35
EPEP
PEEP
E
P
34.35
EP
PEEPPE PVI STA = 110+39
EPPE
PEEPPE
EP
BT
BT
34.29
%
0
34.34
3
00+39
00+49
.
0
0
PVI STA = 110+00ELEV = 34.24
AT BAY AVENUE)
34.24
0 0.78%
+
(MATCH GRADE
34.24
0
ELEV = 34.19
1
0
PVI STA = 109+94
1
9110+00
BAY AVENUE
+
9
0
1
403836343230282624
109+80
Pipe Stub
E: 397,052.21
N: 1,317,055.85
͵
Feet
40
20
0
11/3/17
dpssfdujwf
offe
3129
uibu
SURVEY INFORMATION SUPPLIED BY THE CITY OF CLEARWATER.
PLAN BOLD TEXT DENOTES AS-BUILT DATA.PROFILE VIEW INFORMATION NOT INCLUDED.
S. FORT HARRISON AVE
Kvof
2.3.
jo 1.
gpvoe
4240
38363432302826
STORM/ UTILTIES AS-BUILTS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATIONOF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS RECORD
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THEENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING ORFOR ANY ERRORS OR OMISSIONS THAT
MAY HAVE BEEN INCORPORATED INTO IT AS A RESULTDOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
jttvft
119+00
gps
jotqfdujpo
wjtvbm
nbslvqt
0
sfe
6
+
tff
8
xbssbouz
1
1
2.zfbs Qmfbtfbdujpo/
ELEV = 35.64
PVI STA = 118+45
35.71
35.76
%
0
3
.
1
ELEV = 35.90
PVI STA = 118+25
35.88
36.09
0
0
+
35.80
8
1
36.08
1
118+00
tpe
35.73
SAN-19
36.03
Efbe
35.65
35.96
jomfu
mpptf
qboofmt
bu
%
3
8
3
.
0
Cpmut
35.57
csplfo)NSN-7/33/29*
35.91
Ebnbhfetjefxbml-
TU.54;boeupq/
boe
sfdmbjnfe
bspvoe
cpy
35.50
Vofwfonfufshspvoe 35.91
0
0
+
35.42
7
1
35.93
1
117+00
CALL 811
35.35
ST-43A
35.85
SCALE: 1" = 20' H, 2' V
ELEV = 35.33
LOTUS PATH PROFILE
PVI STA = 116+75
LOTUS PATH
35.37
35.77
35.43
35.85
%
0
3
.
0
35.49
35.80
0
0
+
35.55
6
1
35.75
1
116+00
ELEV = 35.60
35.59
PVI STA = 115+83
tpe
35.73
hspvoe
efbe
Vofwfoboe
35.53
35.62
Book 03, Page 53
35.47
35.61
35.41
35.62
0
0
0
0+511 :
ATS E
NILHC
TAM+
qpoejoh
35.35
5
1
35.59
1
Xbufs
424038363432302826
115+00
ENGINEERING DEPARTMENT
CONSTRUCTION DIVISION
OFFICE COMMUNICATION
TO:Tim KurtzSUBJECT:OneYear Warranty Check
CEI/INSPECTOR:Phuong Vo
PROJECT COMPLETION DATE:7/26/2017
PROJECT NAME:Magnolia Dr. Outfall Improvements Project (12-0023-EN)
CONTRACTOR:Pospiech Contracting
Carl West
201 S. Apopka Ave.
Inverness, FL 34452
INSPECTOR:Phuong Vo-Surface Visual Inspection
INSPECTION DATES:6/1/2018 and 6/6/2018
COMMENTS:
Please see red markups on sheets 18, 19, 20, 24, 25, 26, 27, 29, 30, 32, and 33 based on
surface visual inspection of 6/1/18 and 6/6/18.
SIGNATURE:
ENGINEERING DEPARTMENT
CONSTRUCTION DIVISION
OFFICE COMMUNICATION
TO:Tim KurtzSUBJECT:OneYear Warranty Check
CEI/INSPECTOR:Phuong Vo
PROJECT COMPLETION DATE:7/26/2017
PROJECT NAME:Magnolia Dr. Outfall Improvements Project (12-0023-EN)
CONTRACTOR:Pospiech Contracting
Carl West
201 S. Apopka Ave.
Inverness, FL 34452
INSPECTOR:Paul Mack
DATE: 6/4/18
COMMENTS:Replace 10x10 ligustrum on Bay Ave
SIGNATURE:
ENGINEERING DEPARTMENT
CONSTRUCTION DIVISION
OFFICE COMMUNICATION
TO:Tim KurtzSUBJECT:OneYear Warranty Check
CEI/INSPECTOR:Phuong Vo
PROJECT COMPLETION DATE:7/26/2017
PROJECT NAME:Magnolia Dr. Outfall Improvements Project (12-0023-EN)
CONTRACTOR:Pospiech Contracting
Carl West
201 S. Apopka Ave.
Inverness, FL 34452
INSPECTOR:Paul Mack
DATE: 6/4/18
COMMENTS:Replace 10x10 ligustrum on Bay Ave
SIGNATURE:
ENGINEERING DEPARTMENT
CONSTRUCTION DIVISION
OFFICE COMMUNICATION
TO:Tim KurtzSUBJECT:OneYear Warranty Check
CEI/INSPECTOR:Phuong Vo
PROJECT COMPLETION DATE:7/26/2017
PROJECT NAME:Magnolia Dr. Outfall Improvements Project (12-0023-EN)
CONTRACTOR:Pospiech Contracting
Carl West
201 S. Apopka Ave.
Inverness, FL 34452
INSPECTOR:Paul Mack
DATE: 6/4/18
COMMENTS:Replace 10x10 ligustrum on Bay Ave
SIGNATURE: