March 4, 2013 - Cabarrus County
March 4, 2013 - Cabarrus County
March 4, 2013 - Cabarrus County
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111.02’<br />
12"COATED STEEL<br />
FOR FUTURE USE<br />
07<br />
06<br />
05<br />
04<br />
03<br />
07<br />
06<br />
05<br />
04<br />
03<br />
8/17/99<br />
NOTE:<br />
PCME- "PERMANENT CONSTRUCTION AND MAINTENANCE EASEMENT"<br />
FOR DRAINAGE DITCH<br />
DETAILS, SEE SHEETS<br />
2-I AND 2-J<br />
PROJECT REFERENCE NO.<br />
R-2246B<br />
R/W SHEET NO.<br />
SHEET NO.<br />
12<br />
N 43 20’ 3<br />
R/W REVISION 10/6/201, IY - REVISED R/W, ELIMINATED PUE AND ADDED CONSTRUCTION EASEMENTS ON PARCELS 74 & 76.<br />
R/W REVISION 10/17/201, IY - REVISED R/W ON PARCEL 78 FROM -L- 1+00 TO 121+50 LT.<br />
R/W REVISION 2/08/2012, IY - UPDATED PL INFORMATION AND ADDED PARCEL 76A.<br />
R/W REVISION 3/06/2012, IY - ELIMINATED R/W FROM PARCEL 77.<br />
REVISIONS<br />
R/W REVISION 1/14/2012, IY - UPDATED PROPERTY OWNER INFORMATION FOR PARCELS 75 & 79.<br />
- REVISED TCE AREAS AND CONVERTED TCE TO PERMANENT CONSTRUCTION MAINTENANCE EASEMENT FOR PARCELS 75 & 79.<br />
- ADDED 125’ ACCESS POINT TO PARCEL 75.<br />
- REVISED C/A R/W & PROVIDED EMERGENCY ACCESS GATE TO PARCEL 76A.<br />
CHANNEL EXCAVATION<br />
FOR CULVERT<br />
SEE DETAIL ’MM’<br />
(ELEV = 590.06’)<br />
12"COATED STEEL<br />
Class ’I’ Rip Rap<br />
EST. 90 TONS<br />
FF= 110 SY<br />
MATCH LINE -L- STA. 100+ 50.00 SEE SHEET 11<br />
+00 -L-<br />
10’ LT.<br />
COIRMAT70 SY<br />
EXISTING 30’ SANITARY SEWER R/W<br />
DB 1995 PG 76<br />
CITY OF CONCORD<br />
CITY OF CONCORD<br />
EXISTING 30’ SANITARY SEWER R/W<br />
SOIL<br />
C C<br />
FOR FUTURE USE<br />
GRAU 350 TL-3<br />
12" PVC<br />
12" PVC<br />
PCME<br />
30" RCP-IV<br />
36’<br />
11/2"PL CONDUIT<br />
MTL<br />
C<br />
GATE<br />
PCME<br />
1,500’ FULLLANE<br />
TYPE-A<br />
FSM 2GI<br />
1201<br />
C C C<br />
4’ P.S.<br />
36’<br />
3SBW<br />
2’ P.S.<br />
2’ P.S.<br />
BL-33<br />
+00<br />
108.87’ RT.<br />
119’ RT<br />
74<br />
DB 493 PG 22<br />
MB 16 PG 75<br />
4’ P.S.<br />
4SBW<br />
+67.18<br />
110’ LT<br />
PI Sta 101+63.11<br />
D<br />
L = 626.52’<br />
T = 315.85’<br />
R = 2,000.00’<br />
+91.44<br />
1,500’ FULLLANE<br />
PHILLIP MORRIS USA, INC<br />
+00<br />
106’ RT<br />
e = SEE PLANS<br />
+50<br />
158’ LT<br />
N 68 03’04" E<br />
1220<br />
FS<br />
930.26’<br />
18" RCP-IV<br />
See Detail "NN"<br />
MARKER<br />
GAS<br />
+00<br />
96’ RT<br />
CP ME<br />
F C F<br />
C<br />
30<br />
PIs Sta 105+67.16<br />
F<br />
24" RCP-IV<br />
Ls = 280.00’<br />
LT = 186.71’<br />
ST = 93.38’<br />
CLI RIPRAP<br />
EST. 2 TONS<br />
FF=8 S.Y.<br />
CP ME<br />
SOIL<br />
FSM<br />
CP ME<br />
F F F<br />
C C C C<br />
+73.78<br />
110’ LT<br />
TYPE-A<br />
FS2<br />
2GI<br />
18" RCP-IV<br />
2GI<br />
C<br />
5SBW<br />
1202<br />
1203<br />
+73.78<br />
150’<br />
105<br />
11/2"PL CONDUIT<br />
+73.78<br />
96’ RT<br />
CP ME<br />
40’<br />
INC.<br />
+73.78<br />
110’ RT<br />
-L-CS 104+73.78<br />
75<br />
CLARENCE S. LITTLE &<br />
WF. LILLIAN M. LITTLE<br />
DB 238 PG 267<br />
-MUP-PT 32+28.20<br />
4SBW<br />
CP ME<br />
PROPOSED FENCE<br />
+00.00 -L-<br />
END C/A<br />
FENCE<br />
125’ ACCESS POINT<br />
F F F F F<br />
C<br />
C<br />
18" RCP-IV<br />
CHORD<br />
MARKER<br />
02<br />
CP ME<br />
02<br />
+73.78<br />
GAS<br />
CHORD<br />
4’ P.S.<br />
NAD 83<br />
3SBW<br />
01<br />
2’ P.S.<br />
2’ P.S.<br />
76<br />
FSM<br />
FS2<br />
00<br />
+22.80 -L-<br />
BEGIN C/A<br />
FENCE<br />
MARY HELEN GARRISON DALTON<br />
MB 4 PG 2<br />
1204<br />
18" RCP-IV<br />
2GI<br />
DB 5667 PG 360<br />
CP ME<br />
2GI<br />
1205<br />
12"COATED STEEL<br />
+53.78<br />
110’ LT<br />
01<br />
FOR FUTURE USE<br />
+53.78<br />
96’ RT<br />
+53.78<br />
106’ RT<br />
-L-ST 107+53.78<br />
BEGIN BOARDWALK BRIDGE<br />
-MUP- STA. 35+93.39<br />
CP ME<br />
35<br />
02<br />
+95<br />
110’ LT<br />
+33.78<br />
+95 -L-<br />
185’ LT<br />
155’ LT<br />
1,500’ FULLLANE<br />
C C C C C C C<br />
F<br />
F<br />
F<br />
F<br />
F<br />
F<br />
+95<br />
F<br />
F<br />
F<br />
11/2"PL CONDUIT<br />
431.05’ EIP-EIP<br />
02<br />
S36 07’10"W<br />
PROPOSED 20’<br />
EMERGENCY<br />
GRAVEL<br />
TS<br />
F<br />
F<br />
F<br />
ACCESS ROAD<br />
4SBW<br />
+58.63<br />
96’ RT<br />
+63.43<br />
106’ RT<br />
+40<br />
185’ LT<br />
S<br />
CL I RIP RAP<br />
EST. 15 TONS<br />
FF=30 S.Y.<br />
+88.84<br />
159’ RT<br />
GR<br />
Remove<br />
BL-34<br />
PI Sta 29+34.95<br />
D<br />
L = 590.46’<br />
T = 297.21’<br />
R = 2,089.91’<br />
e = 02<br />
48"WW&1SBW<br />
36"CMP<br />
15"HDPE<br />
02<br />
F F<br />
15" RCP-IV<br />
MARKER<br />
15"HDPE<br />
8:1<br />
GAS<br />
110<br />
20’<br />
EIP<br />
36" RCP-IV<br />
1207<br />
GATE<br />
36’ 46’ 36’<br />
2GI<br />
18" RCP-IV<br />
1214<br />
FS2<br />
F<br />
N3657’37"E<br />
(2 @ 12’)<br />
Retain<br />
N36 49’31"E<br />
DOUBLE SWING<br />
BM #10<br />
-L-<br />
-L-<br />
-MUP-<br />
Retain<br />
ELEV. = 617.04’<br />
PI Sta 39+98.03<br />
D<br />
L = 87.74’<br />
T = 43.87’<br />
R = 3,500.00’<br />
GRAU 350<br />
e = 02<br />
PROPST BROS. DISTS., INC.<br />
223.01’ EIP-REBAR<br />
52.52’ REBAR-REBAR<br />
N 36 51’06" E<br />
1039.09’<br />
+70<br />
168’ LT<br />
+10<br />
110’<br />
FSM<br />
1206<br />
24" RCP-IV<br />
C C C<br />
DB 698 PG 36<br />
PROPOSED BOARDWALK<br />
+45.74<br />
16.52’<br />
300’ TAPER<br />
BEGIN NOISE WALL<br />
-L- STA. 10+98.44<br />
PROP. SINGLE FACE<br />
CONCRETE BARRIER<br />
B-77<br />
REBAR<br />
CABARRUS COUNTY<br />
DB 8757 PG 318<br />
ACCESS EASEMENT<br />
DB 9318 PG 154<br />
10’ P.S.<br />
REBAR<br />
DO NOT DISTURB<br />
EXISTING WALL<br />
10’<br />
10+98.44 -L-<br />
END FENCE<br />
DB 6450 PG 193<br />
MB 31PG 10<br />
N36 50’35"E<br />
FOUAD AND<br />
MAIA LOTFY<br />
198.83’ REBAR-REBAR<br />
30" RCP-IV<br />
4’ P.S.<br />
-MUP-PC 39+54.15<br />
END BOARDWALK BRIDGE<br />
-MUP- STA. 39+46.74<br />
BEGIN VINYL COATED<br />
CHAIN LINK FENCE<br />
-MUP- STA. 39+46.74<br />
LT & RT<br />
N2729’28"W<br />
02<br />
BHART O. AND<br />
HANSA B. PATEL<br />
DB 1916 PG 209<br />
DB 1712 PG 79<br />
Retain<br />
ROADWAY DESIGN<br />
+71.36<br />
97.12’<br />
ENGINEER<br />
HYDRAULICS<br />
ENGINEER<br />
PRELIMINARY PLANS<br />
DO NOT USE FOR CONSTRUCTION<br />
FOR PROFILE OF -L- SEE SHEETS 24 & 25<br />
FOR PROFILE OF -MUP- SEE SHEETS 35 & 36<br />
CENTEX INTERNATIONAL, INC.<br />
PROPOSED NOISE WALL<br />
JOHN K. DURHAM &<br />
WF. SHARON O. DURHAM<br />
DB 3007 PG 250<br />
REBAR<br />
MB 31 PG 10<br />
DB 2248 PG 205<br />
MB 31PG 10<br />
CHARLES W. JR. AND<br />
JOYCE L. THOMPSON<br />
-MUP-PT 40+41.89<br />
DB 1038 PG 233<br />
MB 31PG 9<br />
24’<br />
46’<br />
02<br />
10’ P.S.<br />
139.16’ REBAR-COR N2729’28"W<br />
N0139’29"E<br />
N3112’49"E<br />
201.64’ REBAR-COR<br />
148.95’ COR-COR<br />
95.46’ REBAR-COR<br />
N5308’17"W<br />
126.93’ COR-COR<br />
+72.66<br />
12.41’<br />
PROPOSED FENCE<br />
+23.33<br />
40<br />
PATRICK M. SHANNON &<br />
WF. DEBORAHJ. SHANNON<br />
2GI 2GI<br />
1209<br />
CP ME<br />
F<br />
F<br />
TYPE-A<br />
2GI<br />
1208<br />
TYPE-D<br />
2GI<br />
+91.83<br />
96’ RT<br />
GR<br />
MARKER<br />
+03.28<br />
120’ RT<br />
F<br />
GAS<br />
79<br />
+50<br />
110’ LT<br />
S<br />
76A<br />
S<br />
POND<br />
Standard Base Ditch<br />
SEE DETAIL ’M’<br />
DDE=120 CY<br />
48"WW&5SBW<br />
C<br />
11/2" PL CONDUIT FOR FUTURE USE<br />
12" COATED STEEL<br />
RIP RAP<br />
+21.89<br />
159’ RT<br />
CP ME<br />
+00<br />
100’ LT<br />
+50<br />
F<br />
120’ RT<br />
S<br />
77<br />
MARKER<br />
MTL GATE<br />
F<br />
GAS<br />
S<br />
GRADETO DRAIN<br />
+93<br />
96.07’ RT<br />
72"BLK WALL<br />
CONC<br />
CP ME<br />
F F F F<br />
C<br />
F<br />
2SBKFD<br />
2SBKFD<br />
36"<br />
CONC<br />
78<br />
S<br />
F F<br />
18" RCP-IV<br />
18" RCP-IV<br />
COLLARAND EXTEND<br />
CONC<br />
CONC<br />
CONC<br />
2SFD<br />
CP FME<br />
F<br />
F<br />
36"<br />
CONC<br />
24" RCP-IV<br />
FSM<br />
DB 2224 PG 333<br />
MB 31PG 10<br />
1212<br />
121.64’ COR-COR<br />
CB<br />
R= 50’<br />
8" PVC<br />
12"COATED STEEL<br />
18" RCP<br />
F<br />
18" RCP<br />
N70 25’34"E<br />
1210<br />
18" RCP-IV<br />
55.52’ COR-REBAR<br />
1213<br />
72"WD<br />
CONC<br />
F<br />
F<br />
F<br />
TYPE-A<br />
N2729’28"W<br />
2GI<br />
CONC<br />
WF. JODY K. HUNTER<br />
2GI<br />
S<br />
36"<br />
1211<br />
DAVID P. HUNTER &<br />
+00<br />
168’<br />
CP ME<br />
F<br />
2SBKFD<br />
F<br />
F<br />
F<br />
MATCH LINE -L- STA. 114+ 00.00 SEE SHEET 13<br />
WF. JODY K. HUNTER<br />
DB 3742 PG 160<br />
MB 31PG 10<br />
14-NOV-2012 15:06<br />
R:\Roadway\Proj\R2246B_rdy_psh_s12.dgn<br />
$$$$USERNAME$$$$<br />
Attachment number 2<br />
4-2<br />
69.99’ REBAR-REBAR<br />
N3651’43"E<br />
70.04’ REBAR-REBAR<br />
N3652’10"E<br />
REBAR<br />
REBAR<br />
120.00’ REBAR-COR<br />
N5308’17"W<br />
N36 50’16"E<br />
70.00’<br />
Page 22
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