20170835 Ver 1_4_PUE FOR EVERSFIELD_20170706

�
� • �
�
�
�
� B-5 731
PROJ ECl
*�IGN EXCEPTION:
MIN. HORIZONTAL CURVE RADIUS
S/iG VERTICAL CURVE K
I-1�21ZONTAL SSD
VERTICAL SSD
SUP�[tELEVATION
�
• DETAIL�
BANK STABILIZATIO�
( Not to Scale) •
EXCAVATION (TYP)
2 � (NP) /�
4s �
1.5:1 SLOPE (TYP)
GEOTEXTILE (TYP)
Type of Liner= CLASS II RIP RAP
-L- STA. 14 + 72
�
�—OAK R�DGE
�
DEES REA� E$TAT�E HOLDINGS. LLC
D� 6105 PG 27
!`1 Acc n n�n n...
, . • ' � .. • +50
-..--� �- , �. • ' � • ' EX;Rr\N
• • . . . • • ' ' , . . • • ' wooQs . • • BEGI.N .,4P,
. . . • • . . . • • , . • • BE'f�l.M �t'�F
�_ . • • � ' �. �. . • • ' ' �, . • • � ' �. -.L - Sto. �3 �
pATUM pESCRIPTIQN
THE LOCALIZED COORpINATE SYSTEM pEVELOPED FOR THIS PROJECT
IS BASEp ON THE STATE PLANE COORDINATES ESTABLISHEp BY
NCGS FOR MONUMENT "65731-2"
WITH NAp 83/NA 2011 STATE PLANE GRIp COORDINATES OF
NORTHING: 898582.207�ft1 EASTINC: 1717870.059(ftl
ELEVATION: 789.99(ft�
THE AVERAGE COMBINEp GRID FACTOR USED ON THIS PROJECT
�GROUNp TO GRIDI IS: .99998089
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"85731-2" TO -L- STATION 10+00.00 IS
N 9° 20' 08.4" E Qistonce: 1.150.39 (ft)
ALL LINEAR DIMENSIONS ARE LOCALIZEp HORIZQNTAL DISTANCES
VERTICAL pATUM USED IS NAVp 88
BEG/N BR/DGE
-L - Sto. 13+8/.
dt JUDY MANWARREN RE$0
6727 PG 2299
3 43 PG 65
D
� z
O� n
W
G'�
D p
N
O
_
PROPERTY LINE
FOLLOWS CENTER
OF HAW RIVER
. • • �
EXCAVATION LIMITS FOLLOW
EXISTING SLOPING ABUTMENT TOES
TO TIE TO NATURAL GROUND
(EXCAVATION ELEV. TRANSITION
FROM 775' TO 779' +/-)
CLASS II RIP RAP
UP TO ELEV. 781.0 (TYP.)
(STRUCTURE PAY ITEM)
NOTE:
TYPE—III ANCHOR UNITS ON
ALL FOUR BRIDGE CORNERS
'—g�A 2'.
NA
END BR/DGE
PROPERTY LINE
FOLLOWS CENTER
OF HAW RIVER
nru r'rtv�t CT 8-573/
CLASS B RIP RAP
EST.2 TONS
EST. 7 SY GEOTEXTILE
..............................
BM I ELEVAT�ON = 778.8g•
BL S 8A 80N �I+53.00 � 768R GHT
6od NA�� W �2• MaPLE
..............................
• WOODS • ' �
. • • ' � . . 3
• ' ' � , . • PINE NEEpLE LNG COMPANY� LLC
, . • ' ' , . • D$ 4344 �G 921
. . • • ' , . P8 115 PG 68
TI R/ ' � � .
- RETAIN �.. �
J0� C. & RUTH p, FULTpN
D8 3422 PG 70
O EiP
4
POINT DESC. NORTH
............ .............•-- -��-•--.... EAST ELEVATION EL STATION
..... ..... OFFSET
3 B�•3 897501,262 1717676,135, .........796,84 .............. ................
4 BL-4 897974.821 1717792,285 783.79 lg'58,35 16.77 LT
2 B5731•2 898582.207 1717870.059 15•44,94 14.55 RT
� B5731-1 899250,015 1717988,641 789.99 OUTSIDE PR0,IECT LIMITS
$�2•58 OUTSIDE PROJECT LlMjTS