HomeMy WebLinkAboutR5709_ArthurLane_Redlines _ECAPC:
N
C
J
L
L
Q
CV
0
Q
i
LID
Ln
/
(_n
0
0
Q
L)
/
In
0-
PROJECT REFERENCE NO. SHEET NO.
-5709
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLEME PLANS
C S T O P E R E 0 G U / • _ l-azi- -J �-� / �� DO NOT USE FOR % W ACQUISITION
/ WRONG DEED20
CD 4zo-
r 0/i
� �s ,/ � � � / / � / \ �/ � / DOCUMENT NOT CONSIDERED FINAL
l \ 2�
/ � \ \ � UNLESS ALL SIGNATURES COMPLETED
��RTHUR S. JELLISON
41
R /
�GR / 8 �2, S F D B�7 4 P G 9424 �c /�� -,
\ \ SL 3-59 MA\,5
JOLLY G FF\�ER PRODUCTS, INC //�/ /l'/� / // tips
B 553 PG 664
/
EDWARD S qg3l
% /
�\ \\ ��\� 0 , � \ � � � YOTA IGONIS ARK
��%/ / ��� \ AND \
�\ \ IV
MICHAEL DIGONI / m --
\ P / p
O/r} �c �` \ �/ / _ �\ \ \ 11��\ / DB 763 G 15� // �n
4 �( ��/ SL 3-5 MA bti
L Y �- �
N q �HILLIP\Ao ROBERSON / \ 2'c \`,z /� (�
TD S. a19_ �2„c �- ) / a AND-WIFE,\\�� ��� \ ��
S \ / \ - SB \ �\ 9 Y\\ /
P� 546 �\ �' �\ MONICA K° ROBERSON / X��` \ _ \ \ \\ �� re\ �� q/ WOODS
II4039 \ \ \\
\ `n� �-- D B P G
YLLIS� SARAH BYRD /� }} SL 2-12 MAP �� ��
D P G 6 8 / �R r Ors, F
S / 2' BASE SPECIAL CUT DITCH �j�-
/ SEE DETAIL LC �2 +85° RcA\\� z, \\ �\ 1 /P `
7' �/
�°/-
/ / +29.22
�GLOB PROPER IES 7
11 I 4'S Y \ _o AIN _�/ �jND DE EL6-`7a` T,
JOHN CLA \� , - ` D 28�G b35
\ \\\ qs\ s p1� / 1 �- 2-8 3 P 5 ` -\
O \� �\\ _ _ \ G / / A WIFE 9
\ %
C - �- - / / / ; v=41 0 30 P-III \�\\ \ c VE 6�� NAY�OT TANYA
4/ ` \ 4l4' Al2-
ali 69.56 - Sa
s �n �1,//+ ( �/ 4' +69.44 0°00' \� �\ �0 / EST RIP To P k e��T�R� w � \
3/a \ R, S / GG
I� M /0./5 +67.59 2�\ 4 \ SY GF os
CV N N+T5T9 + 8°7 46
• `\ - - - / O TO - 4 0 � + 4° 2 11 \\ � �\ � 4 � 1 \ / / �� \ / �'/ Aye ( ]Tj� 4r\ _
INV=4 � �� � \ 14 � � / � \✓ m
Q H /
H LU \ �\ • +l4°79 qv5 TAPER 2G127 0 /' 2
V) Lu \ I /
S 60 08 28*7 E / A L +68,8 40 R� �/ =413.1 \ "l -Z O / DET aL +50 T 50 T o ��`� �
\ v= 25.0 I Q Fs s C/
o c\ o 21.00' s O6 1=1.3 ft3y,p5 � �� �%A E S �AFN-A 13_C L�T H
I I _ N ",5 OP 9 �� c6 `\ Lin0� ��T H I�ARBARd A RCPOT 98 EASON/
LLJ N biY 4 / "h o "' +/5.72 `" 18,1 RCP ►►► IN s.7 ��� J -
W FLU
Z ,�/
AY' -btb-> / / / +68.80 + 8.80 +40J0
J 2 /7000' 21. 0' l7.58' +4 9 I \
15 _ _ F 0 23°0 \ / 411_ e a C /
TYP /
\ DITC WILL TIE TO
U F C �''° / / NATURAL GROUND CL EST 1P RAP 'I �
SEE DETAIL LA < ON
ST 5 SY GF
_ o
/o 413-o
/ /� \ \ \\ •
D E AI L A L-1
\ St - 274+50 to 275+5o FILL PO W
STANDA BAS DITCH �� N19� LTM�
ti Q 3. cfs \ SU LE MATERIALS
2.5,,ps (No to Scale) \
d= 0.57 ft tu \ \\\�
E ISTING RI RAP 1 \ 9
Tn �s s 2.6"�° \ Ground 3• DRIVE SLOPE �j ERGY DISSIP
\S\ 0 v
"6 SILO �� n=0.04 I 3•• EE DETAIL
/ PH LL P A. ROBERSON ° Liner=GRAB d 35"X24" / CL 1 RIPRAP / ASTU \ I \
PIPE -AR H /
/ \ ALUMINU
AND WIFE, \ Ge extile Min D=3.0 Ft. \ •
°r MONICA K. ROBERSON / M d=3.m Ft.
-�/ DB 403 PG 166 *whe B is < 6.0' 0 m
\ \ ESL 2-12 MAP ` Type df Liner= CI I Ri�ap
.3520 TON, 52 SY GT \ /
STA. AND DITCHELEV mALON ARTH rLANE/ �/ _\ N
TA. 10+20, ELE . 406.0 �a� B IAN Ko WALTER/ \ v
2 \ i`'1� h / / / l \
STA 11 + 0 ELE�404 4 / AND )W I F E
�J
" STA. 1,;�+00, E EV. 40 /3 \\ Po \ �� ST FFANIE R° WALTZER
ST 13 + OO�EV. 0.2 \\� /
/ / ( DB 116� PG 486> Q j
S . 14+ 0, ELEV 398.5 ' m /°, \ � �`
STA. 15 00 ELE396 SL 2-93 MAP 3 a� \
BETA. 16'+00� EV. 394.9
STA. ( 7 + OO�EV. �93.2 - - aQ � m / F
STA./18+ 0, ELEV,/392.5 0 SG'/0b
ST�. 190, rL.392.2 R
STA.26+00 . 391.8� q/ l
/ B < I 1223 Jones Franklin Rd.
+00 ELEV. ETHERILL/606
\ / a.=Art ur�ane (100yr) STA 2+ ,ELEV. 85.6 m / STAND RQr S Raleigh, N.C. -0377
DA= Ac.. �- SEE DE Alf RL g°" - ENGINEERING Buisen919 851 8077
Tc=30 min A. 23+00, ELEVV/382.4 am /`
i=5.2 iryhr STA. 24j�00, ELEV. 380.3 '/ �y / o „ Fax: 9198518107
\ \ c=0.5 STA. 2�+00 EV. 378.3/ / ) _ S 3/2 47e3 E
\ \ Q,Po-196 cfs Q e 9mb �6 / TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
v V,: = 4.4 fps 2 6 + 00, ELEV. 3,W.,2 4 / CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
\ B-5�fff _� Or /S`TA. 27 00, ELEV. 374.1
S=1.70% -- STA. 28+00, ELEV�373.0 / 4 Rq/ _ _
\ n=0.065 T .2 + ELEV. 1 < \ FOR L PROFILE, SEE SHEET NO. 83 RK�
\ \ \ P Shea rStress = 3.3 psf / 37 .9 0 I
�Liner=Cl I Rip -Rap STA,
A. 30 + 00 ELEV. 370. /^ P 1 ) `�\F� �P �P FOR -Y9 F- PROFILE, SEE SHEET NO. 111 601SIz8Forks Road, Forum 1 suite 700
✓� � � f � STA. 31 +00, LEV. 36� c,� I �/ � \
eu FOR DITCH DETAILS ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh, North Carolina27615-3960
\ STA. 320, ELE$6 P� NC License No. F 0112
SEE SHEETS 2D-1 THRU 2D-6 10-FOOT RADII UNLESS OTHERWISE NOTED
/
/ - PAVEMENT REMOX�jVAL
� / / `e w MATCH EXISTING DRIVE TYPE UNLESS
/
OTHERWISE NOTED Responsive People I Creative Solutions
Ln
Z
0
tN
LU
I..L
Q
QZ
m
w
v
v
Q
0
cc
0
I—
LLJ
a
0
w
O
N
I
co
I
cD
j
Q
0
rrz^
V
Cc
Q
m
CV
Q
C�
i
LID
L�
f2
Q
L)
/
0-
0-0
C\j ="
00/L
\ oo(
377_ �� — 1 ze I ` PROJECT REFERENCE NO. SHEET NO.
c��
V \ �� R -5709 24 -B
R W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
10
e �" Q�' / - �' �^ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TDE TDE / / —4
NCD
S&G DR (PRIVATE) I J
RQ I
MO E 384, W� I
373-
TAIL ARL-2 %j / �37• l % \ / / J C \ 1 1
/ ST NDARD E ITCH / ,� / g� s\l� wf ` \ —/ / / y,
to Scale)
L) 0 OA0 Q tural N tural ^ // / _ /
A \ ound �'•J D 31 Ground 31 / / Q / I \9T<
368- ! \ I / / J I
J `1��Geoteutile S`� B
\A N in. TANgARD BTASE DITCH
'3. SEE DE4FL ARLft
iMax. d = F
4�JFL'n�=' C0 Ft� 5.S 9C 10
/ � w
LEV. ALON D CH 'pNf—
3 0
\6 � �ti/ �— r � �� \�A. 2
- �� `\ �\ \ \ / �XO
3 4q
1 %ALP
J �O <'j Z /j
�^ w
110 Z'
3
a� � �53 ;-�5 � al / \ / / // %
4 n
a ��� m��� / % ENT �q\ /
s ,$ � /
10 / 366-95
% r
373-
� w m J211
_370-
Q)
s� �� \ � ` ( � L � � `` � Q \\ \��sr � \ � � � /368— / /J I ✓ � � I / / I
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
ETHERILL
ENGINEERING License No. F-0377
361 ( ( r / Bus: 919 851 8077
Fax: 919 8518107
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS -CONSTRUCTION OBSERVATION
FOR —L— PROFILE, SEE SHEET NO. 83 RK�
\ / / / 6� / I 364 s£ FOR —Y9F— PROFILE SEE SHEET NO. 111 P:(919)8789560
8601 Six Forks Road, Forum 1,Suite 700
Z363- ^� -� 360-/ FOR DITCH DETAILS ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,North seNo.F-011a276153960
"' ✓� \� � / \ \ 359 Z'`36,_ —� --- � /' � � � .� °, � � / � NC License No. F-0112
SEE SHEETS 213-1 THRU 2D-6 10—FOOT RADII UNLESS OTHERWISE NOTED
MATCH EXISTING DRIVE TYPE UNLESS
/ PAVEMENT REMOVAL OTHERWISE NOTED Responsive People I Creative Solutions