20210209 Ver 1_Meeting Request Review Doc Attachment_20210312 (3)

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-L- CURVE DATA PROJECT REFERENCE NO. SHEET NO.
END BRIDGE 7BP.14.R.177 4
L STA/5+24.4/ ti16 PI Sta 10+99.18 PI Sto /3+46.89 PI Sta /8+46.38 RAY SHEET NO.
co A = 9'53'37.7"(LT) A = 8°05'22.6"(RT) A = 37°28'155"(RT)
/ 8� D = 5°00'00.0" D = 8°24'485 ROADWAY DESIGN HYDRAULICS
" D = 22'55'05.9" ENGINEER ENGINEER
BEGIN APPROACH SLAB END APPROACH SLAB 2O>> T =I99�8' 5'
T =8'
948J 6' 63.50'
T =I84.79'
-L- STA.14+62.41 -L- STA.I5+36.4/ R = 1,145.92' R = 681.00' R = 250.00' INCOMPLETE PLANS
DS = EXISTING DS = 30 MPH DS = 30 MPH DO NOT USE FOR vw ACQUISITION
e= 3% e= 4X
97
- I. = 48' Lr = 64'
1� PI Sta 20+44.44
0 = 7°16'11.8"(RT)
D = 5°43'46.5"
L = 12688' DOCUMENT NOT CONSIDERED FINAL
R=2
R=15' RETAINING
AT l TYPE III WALL R = 1,000.00
� T = 63.53'
UNLESS ALL SIGNATURES COMPLETED
�� GREU TL- \
-DRI- CURVE DATA -DR2- CURVE DATA "S I
-��j �i� 5"I3'S8 E PI Sta 10+5/.83 PI Sto 10+64.76 P/Sto 11+3/5/
s Lsss,° A = 83'/3'01.8"(RT) 0 = 77°49'3/.7"(RT) 0 = 85°20'32.3"(LT) 434 Fayetteville Street Suite 1500
� _ zj9.ss.\ D = /90°59'09.4" D = 152°47'/9.5" D = 1/4'35'29.6" Raleigh,NC 27601 -919.836.4040
GREU TL 2 - L = 43.57' L = 50.94' L = 74.48' wwvu.vvs r
om
2'-5"PS
TYPE 1111 R=15' o R = 30.00' R = 37.50' R = 50.00' LICENSE NO.F 0891
BEGIN BRIDGE �Y\
-L- STA.14+74.4/ mEiP WILLIAM J.WHITE
24' /0° IP DB 790 PG 938
CLEAR \ N.
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0 EIP
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SKETCH SHOWING DIMENSION OF PAVEMENT +
AND SHOULDERS IN RELATION TO PROPOSED GPS-101 c\I N
BRIDGE WIDTH BETTY S. N o
HIGHLANDS DEVELOPMENT GROUP,LLC DB 467 PGG 1924 1924 to SBG m"�_
DB 734 PG 2449 CO -DRI- PT Eta.10+68.76 0's
vim-• N o STA.I6+05.00 TO
z PAVED SHOULDER in I- 4 END
O 4seg EIP 03 m 1, BM .2 ELEV.3132.21' 0_ RETAINING WALL
w O -BL- STA.9+93.76 37.39'LT. I WD STA.15+97.00
S O3 - �,, NAIL IN BASE OF 8'POPLAR SHED
233,5? } - as.ao• o ° BEGIN
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0 4 z v RETAINING WALLA I ti
v\ STA./5+ 10 coNc ;
<, EIP I
ti\ 1- 0 { ! 6�>E } c�uMNs� s ���c` DANIEL BOONE COUNCIL,INC.,BOY SCOUTS OF AMERICA
o 7 JULIOD DELANOY,ET AL I E M \ F DB 4BO PG 92
�`O ti' DB 702 PG 1887 J Q W G - �� --- - \,,,,,,,,,,
/ N / 45.5
5 -L- PC St. 10+00.00 - �� * Q J /�IMME�d�yc �
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E\ x\ N �i± +v`f� s" F 0cN ��� - 1./� �-. o 1 �� 53L \ END GRADE
N 3518'59' SPLIT G _ �� _.. `
29.49' AIL gqiq�a off.*C�1�• T���'If �l�l�-;.�/ _ ��" ® �S -L- STA.19+26.00
NAIL �9"Ld-A�� �_5��■ i� � rij " ���, � ����_' _
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\� SR 1129 1B'BST �ir�� �� LJ1. 2444,,,, �.
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FOREST SERVICE EXISTING R w SIGN .-Q.-� -C SIr.N° �� -o --57c �_�� � END TIP PROJECT l7BPJ4.R.177
REFERENCE MONS. .L-Ip�,C
-L- STA.19+5/.00
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'- ROCK es -NIMPD, \ �S
5 332.36' W S°j2 j5- .. J `_ PILE E _ - E E �� Q
32.36' 39�s 3•F S - SORRELIS C'�. 7-j 1S' , !8 PVC 1 L ® �,✓ / nQI
19°IO'pq. /'26°E / 1 • '-L- POT Sta./5+59.25 = m
y, 546?g'
.-t E 7__26.73• .. _. _ h, -IL,�.'•I A -DR2- '0T V.10+00.00 m e .. .ya, :. #49,1010,11440.,
��'•.Sg,-*,46..0- E 0/H WIRE 35884'LEV. /i1 _O EIP ALIk l(�
S B238'04'W U 1 / ROCK * s � 0 'B
BEGIN TIP PROJECT l7BPJ4.R177 36.67' TENT srES e p y ..L s•+ sti$y�T
L STA 10+70.00 O EIP `C 7 REG CENSER F W \ \\1`,fl
N 37°37'08.0"W 0 RA t DR2 PC Sta./0+34.49 4 \9�z�\
CRISTINE
PGR 705 LL ti, s O -� �___ c ,,, / /' \ 9Q L- PC Sta.12+98.7 \ \
41 ,_, -DR2- PRC Sta.10+85.42 1 "0 r F
BEGIN GRADE -L- POT Sta./4+36.77 = �O �, r iJ A' 0 ;°y ° <, \\ \
-L- STA 10+95.00 DRI POT Sta.10+00.00_ BM °1 ELEv.3137.70' �,-r\ -DR2- PT Sta.11+59.90 �0 gyp. 1 \ \
BL- STA.9+61.39 38.18'RT.c3 v�\ �`� I 1 �' F+,
HAYWOOD COUNTY SPIKE IN BASE OF 18"OAK ' , F -DR2- POT Sta.1/+83.42 \fix 'RC' \ � ry
STRUCTURE: 43-0237 3 9O+ F 46. \ \�
9
;n, UTILITY OWNERS p /
o ry 9yy DANIEL BOONE COUNCIL,INC.,BOY SCOUTS OF AMERICA F'sr
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I X I PAVEMENT REMOVAL
SEE SHEET 5 FOR -L- PROFILE PAVED SHOULDER
=m SEE SHEET 5 FOR -DRI- PROFILE V//1 INCIDENTAL MILLING
0 om SEE SHEET 5 FOR -DR2- PROFILE s°0s
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