HomeMy WebLinkAbout20200362 Ver 2_Meeting Request Review Doc Attachment_202103021
2
2
2
3
4
5
160' RT
150' RT
L3 +55
5
4
3
2
3
150' RT
L3 +24
160' RT
L3 +24
15" CMP48" CONC72" CONCFES
N
/C
CONCBST1SMTLBUS GRGR109W/LT48" WD RAILW/LTDIMTLMTL
MTLMTL
MTL MTL
MTLDI
MTL18'
BSTSS48" WD RAI
LHTR72" CHLHTRHTR10' SOIL10' SOIL10' SOIL10' SOIL
72" CHL
72" CHL
72" CHL96" CHL
96" CHLHTR
HTRHTRW/LT36" CONC 72" CHLW/LTBSTBST REPAIR FIELDSEPTIC
SEPTIC TANK
LINE
DRAIN
SEPTIC TANK10"
D
I (PER SS PLA
N
S)10" DI (PER SS PLANS)10" DI
(PER SS PLANS)
10" DI (PER SS PLANS)
10" DI (P
E
R
S
S
P
L
ANS)
10" DI (PER SS PLANS)
10" DI (PER SS PL
A
NS)
10" DI (PER SS PL
A
NS)
2
4
" CMPTOP=993.86'
TOP=993.38'DI
APPROX JB
DI
CUL1CUL2CE1H
W1
CUL3CUL4CE2HW2
5'X5' CONC BOX CULV
24" HDPE
WW12' CONC
HWCONC9'
WW12' CONC
WW
CONC
6'
WW
CONC14'
10' CONC HW
6' CONC
6' CONC
24" CMP
24" CMP
60"
C
MP
12
" PVC
12" P
VC12" PVC12" PVC12" PV
C12" PV
C
5 PR
5 P R
12" PVC TSPINDALE
SPINDALE
US 74-A BYP 30' BST
US
74
-A
BYPASS
30
' BST108GR
GR
GRGR
GR5 PR
5 PR5 PRK
D.B. 642, Pg. 273
EIPR/W MONR/W MONR/W MON
R/W MON
30' SE
WER E
ASE
ME
NT
30' SE
WER E
ASE
ME
NT
30' SE
WER E
ASE
ME
NT
30' SE
WER E
ASE
ME
NT
30' SEWER EASEMENT
30' SEWER EASEMENT
N 73°25'57" W241.16'N 73°25'57" W415.14'S 74°15'57" E90.40'N 17°41'03" E50.82'N 17°41'03" E47.96'N 15°45'17" E107.12'N 15°33'31" E43.55'S 26°04'07" E150.65'S 66°32'04" E38.82'S 13°38'18" E65.60'S 13°57'19" W70.91'S 84°48'43" W424.82'S 07°15'37" E
469.84'N 84°07'03" E520.39'N 84°07'01" E106.98'EI
PEIPEIP S 73°55'04" E89.99'S 73°32'09" E144.20'30' SE
WER E
ASE
ME
NT
30' SE
WER E
ASE
ME
NT
30' SE
WER E
ASE
ME
NT
30' SE
WER E
ASE
ME
NT
30' SEWER EASEMENT
30' SEWER EASEMENT S 15°44'03" W30.00'EIP
EIP
EIP
EXISTING R/W RUNS ALONG PROPERTY LINE
EX
IS
T
IN
G
R
/W
R
U
N
S
A
L
O
N
G
P
R
O
P
E
R
T
Y
L
IN
E
EXISTING R/W RUNS ALONG PROPERTY LINE
EXISTING R/W RUNS ALONG PROPERTY LINE
GEORGE E. HOLLAND &
LOUISE A. HOLLAND
DB 860, PG 116, PORTION OF TRACT FIVE
HORTON-AMERICAN PROPERTIES, LLC
DB 745, PG 622
LEE VARNER
STERLING
VARNER &
ETHEL LOUISE
183.14'
+02.77
281.65'
+54.05
REBAR
S 84°02'32" W225.96'S 84°10'32" W171.89'N 15°59'32" E220.53'
GEORGE E. HOLLAND &
LOUISE A. HOLLAND
DB 860, PG 116, PORTION OF TRACT FIVE
GEORGE E. HOLLAND &
LOUISE A. HOLLAND
DB 860, PG 116, PORTION OF TRACT FIVE
BM #8
48 ST
48 ST
48 ST
HORTON-AMERICAN PROPERTIES, LLC
DB 745, PG 622
DB 812, PG 160
FRANCES LOGAN
J. W. LOGAN &
EXISTING R/W RUNS ALONG PROPERTY LINE
HTR
HTR HTR
HTR
HTR
HTR
HTR
HTR
HTR
LEE VARNER
STERLING
VARNER &
ETHEL LOUISE
DB 488, PG 689
DB 456 PG 111, TRACT TWO
& MARY ELLEN OWNBY
DALLAS JERRY OWNBY
PG 689
DB 488,
GEORGE E. HOLLAND &
LOUISE A. HOLLAND
DB 860, PG 116, TRACT SIX
GEORGE E. HOLLAND &
LOUISE A. HOLLAND
DB 860, PG 116, TRACT SIX
SEE DETAIL B
TOE PROTECTION
SEE DETAIL A
3' LATERAL DITCH
TO EL. 935.0
FILL EXISTING CHANNEL
SEE DETAIL D
3' LATERAL BASE DITCH
SEE DETAIL C
2' LATERAL BASE DITCH WIT
H SILLS
A
N
D B
AFFLES
1 @ 10'x8' RC
BC B
U
RIE
D 1'
25' SPACIN
G
1' HIG
H BAFFLES @SEE DETAIL D
3' LATERAL BASE DITCH
JB w/MH
JB w/MH
JB w/MH
JB w/MH
SEE DETAIL B
TOE PROTECTION
-L3-24'46'24'PS2'PS2'.02.02FUTURE BRIDGE
FUTURE BRIDGE
-Y74-
150' TAPER 550' TURN LANE
-Y74- PC Sta. 10+32.93
-Y25REV- POT Sta. 29+53.10
-L3- POT Sta. 743+46.24=
-Y25REV- POC Sta. 2
3
+
0
0.0
0
-Y25EXT- POT Sta. 10
+
0
0.0
0
=
-Y74- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-Y74- POC Sta. 17+89.51
END CONSTRUCTION-Y25REV--Y25REV-
-Y74- POC Sta. 17+22.67
-Y25REV- POT Sta. 33+72.53=
.01
.02
.01
.00
.01
.02
.06
.05
.04
.03
.02
.06
.05
.04
.03
.02
.01
.00
.02
.01
12'
12'
Sta. 31+88.43
-Y25REV- PT
Sta. 30+31.35
-Y25REV- PCTL-3GREU73574074512'12'
12'12'
+41.84
+50+0012'
4' PS
+00+68.865
0'RR11'20.00' LT
+89.40 -Y74-
0.27' RT
+95.33 -Y74-
43.02' LT
+31.18 -Y74-70'R55.51' LT
+89.51 -Y74-
6
0'R24.00' RT
+61.68 -Y25REV-AT-1TYP.21'TYP.21'-Y25REV-
+56.12
GUIDERAIL
PROP. CABLE
BEGIN TIP PROJECT R-2233BB
END TIP PROJECT R-2233BA
-L3- POT Sta. 731+35.00
FUTURE LANES
GRADING LIMIT - EDGE OF FUTURE SHOULDER
GRADING ONLY
GRADING ONLY
GRADING LIMIT - EDGE OF FUTURE SHOULDER
FUTURE LANES
GRADING ONLY
GRADING ONLY
FUTURE LANES
FUTURE LANES
-L3- POT Sta. 744+75.00
BEGIN PAVING
PROPOSED LENGTH OF PROJECT R-2233BA TO BE INCLUDED IN PROJECT R-2233BB
1340 LF-L3- POT STA. 731+35.00GRADING ONLYBEGIN CONSTRUCTION-L3- POT STA. 744+75.00BEGIN PAVINGSITE 16 WB
SITE 15 SP