2022-07-27_Elliott Road Ext_Plan Sheet Update.pdf

--� •� I°
END P dJECT �. I I I ° ` •� .
- END C N TRUCTION
t-- -I ill �I
- - 4/--L,S o. 18+08.90 I 0601 .
• O
I
- - - POT Sto.� 0 .00
v v 1 s, � I IIII I 1 I /jjj � ' ■
I I I p 1 • I ` +Z
1 � , - ND l' 6" C&G I • �, I vl
_ 7 ,
\ - - - 1E TO EXIST I I IIII o
�/ N /F
1 \ 1 tylSTa18+08.90 54 �Iti_uKLAUSE E. FORD
.0 1
\ d u.ts. /�J''J, rc,,.�103 ■
P.B. 43 ■11 ��
-I� i III I� X PIN 9��9340588• 1
/ o
\ 1J r 11 II J 1
\\ I I I I - = I I I I -
III GQ � , I • � • •
---TIC` =),r
W---------�--- r I U MB v
i
tZ \ \ \'N \ - . Q • bo
II
~I U END 4'PS I• II
\\ w - JI -Yl- STA.I7+32.2I NNW
\ L I I I I I III . I NN.r' ■ '�■
I
I I I II I II - III i \` _ - , \ l - e 50'/b
I h I Q
l I L'Lr r _I L.L. I•
1
- -116.00 I O I a l l
1 ! � w RETAI N /F
"71I1 35.3 3.2 WPC 0511 ONTJES PROPERTIES, LLC
==r - T==1= �L i _ - ` II y Nli 1cj" CPI ■ . . .., _ U.CS. /'JL, rt,, Ly`,
r, ll 'I III J - . • . P.B. 43, PG. 53
W--- ----� I--- 0- I I CB • `PIN 9799340467
\III I •
&PI4 FOR?HAM CHAPEL HILL, LI.P. I� _ N� 510 f�l ,'-6"C&G ♦�
1D,B, 6458, PG, ' I 0 EXIST
P.B. 118, PG, 129 I •� .
� J 9799247721 � I � °� I - :h�STA./�+� 00 AY ♦ ,
,�� I N OVERLAY
�I I - - ` - +
\ I I � I •1� Yl S Iv
`•♦ CH NEL IMPROVEMENTS � \\ 1r p 1 I v
CLASS II RIP RAP uE �' = o - I I /25' Co B IN GUARDRAIL N F
_Z I G U TL-3 GENE R. S INBERGER &
EST 345 TONS z I I -
• EST 255 SY GFD ` -1 - r-I - CB 0512 STA.15+72.00 PH �T ERGER
O
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NF
BR CHAPEL HILL, LLC,
D.B. 5112, PG. 538
P.B. 121, PG. 104
PIN 9799343528
I
I
I
I
I
I
I
I
I
I
I
I
To OF CHAPEL HILL
Ib B. 6, G. 360
P.B. I b. PG. 248
799340248 OR S R
I II l00' TAPER
r
N
00
Z
1 SEE DE T IL 4/SHEET 2D _ I _ _ I I I D.B 3i 7 , PG, 2
49.50 1 EMOVE EXIST �I.
�- -- v -I 1 I I I S D IT c2 0
P POS 3 @ I" X I" ELLIPTICAL - - I CP PA ,�,�',��-�� '
`"i, • TEFL ARR! CULVERT - _ N I I TRUCTURE #060 �3'`EU34 III r •^/ z
I. 3 , - - - I I lT /
1 SHE �S CO2 / TO CO2-3 � \ � � r � I 1 � � � I I ES � •%'
- - _ - - - - -I r +93.00 1 �j I 1 1 AL LT TURN LAN o
INSTAL FLARED END ` i _� b0 W I I I I 300 OU
Z
• CTIOI� PER TOCH -`± N END I GU1.6' I I 1 ► • P
D AIL SD-7 \\ - J GREUF T -3 I I rn LATERAL"V" DITCH 0703 II - FL
• RETAIN _ = J1 - - / + I 1 SEE DETAIL 2 SHEET 2D
-L - PT Sto. l + 3.3 L S. 8 .00 I�
I
BEGIN ANDRAIL ;1 I1 it I I 60 I 150' RT TURN LANE \ 0 �,
♦ T-/ CUT MEDIAN SLOT -� I � J - I
± 1k 15" RCP -IV
• -L - STA l O -L- STA. 17 + 5 7.00 r - J I I g rn 34' INC. o S R�0 SED lKE RAMP DETAIL l K a
�• �(, �v v - - ' �I 5 I - -` I PROP SED HEA ALL SHEET 2E SIDE 0 Nv
bo 1 I I �. o� PDE i _ K �& A_
W �' ♦. BEG Tl
' RC -IV Z p
♦ / - - _ 1 34 N r NI TT I i 'ItP-Iv Ca
' l-
o-L- s
• \ ♦ +18.00 0�o TY E UA 48.50' 8' 1 ♦ 1 72" RCP -III
I BEGIN 2 6 �- I I � F 15" ' IV*
• TIE TO EX T ♦ I + 6. 0 0 YP 701 I
o
-L- STal6+61. 3 0211 ,F \L - - - RCP -IV 1 \ o�
1 O O 15" RCP -IV �- TBJB I C& / ''• DI
` 36" RCP -IV �,C. 0401 040 - - - - - E I W/MH 070 07 ' ' ✓✓ ��
6' SIDEWALK - - - 150' R C B
= I � ^
` JB CB 0 / I I I Z // CB =_____- R HD 2 DI 30'R cR
END -6" C&G ..
-L-
LST C' �XlS5 \\ /MH �♦ 0' MULTIUSE•:. S - - - - - - - - - - - - - - - : _ N O EL TT CP-IV
� I O L10 � ; - ,� ,. \T E \
V VILLAGE PLAZA CHAPEL HILL, L.P. -
D.B. 6458, PG. 515 + „6 03o DI - - - •
P,B, 118 PG, 129 8.8 LT � TYPE ;. 84 24 22.4E DI
\ YP
. - .-
PIN 9799242451 I , i 30'R ��� 11 - ' I: , /, 25'
END RETAINING WALL 30 R CR _
F 15" RCP -IV nJ LIOT �� DI •` \\ �%
INSTALL MINIMUM DEPTH CATCH BASIN TA,l5+ 2.29 CR RE o - - - -- - _ _ _ I I 5.5' 11'
SEE DETAIL SHEET 2J TYPE l xs D,/ _ �. - - - - - - I4r-A300'R
- SPILL CURB -
15" RCP -I CG' 02
36" RCP -I , hj�G //� - CR 50 R \\ \\ \
REPLACE 9 EXISTING � / o� � - - -
0.6TX6' HEEL STOP ` % REMOVE F ;, - cR cR TYPE 0705 NO 0 ;, / °\ 69\.8p E
• C o308 15 f+gP- - CR 2A cn� 1$ RCP-IV-
02 0 _ O _ E E Y +73.00 -L - PC Sto. 2/ +48,511 -�
CP-IV OUTLET PROTECTIO - \` \\ \
-- -L-P;-
• CB � � C CLASS B RIP RAP � CB � v •
3EGIN RETAINING WALL Y �� CB EST 3 TONS ` +7 ' 0 + 0 01 _ TOWN OF CHAPEL HILL � \ vv
BEGIN GU 030 TYPE l
-L- STA. l5+00 ; / CR T E EST 10 SY FF 0500 F UAJ. b1 bU PG. 1 c goo
0604
i TL-3 P P,B, 66 PG, 248
5
+13.00 END SIDEWALK / ,._;.,. � ►
� 18 R -IV �u
+.� 1 MINN ��,, RCP -IV
lO R STALL RED END OUTLET PROTECTION -L- STA.19+40.14 Q SEE PROPOSED �IKE RAMP DET I ..
CLASS B RIP RAP Q o2s 4 RCP -IV ND! GUAl�DRAIL ��
SECTION PER TOC14S c� SHEET 2E OUT T PROTECTION / °1/°
/ �O3 ETAIL SD-7 EST 2 TONS O d l50' RT TURN LANE CLASS B RIP RAP °1 STa23+75.00 / i RCP -I o h _ , } 100� RT
■ coo EST 7 SY FF _II/50' RT TUR N • = 350' LT TURN LANE EST 15 TONS ► ` \
REMOV / ' � •�• ' RN TAPE � �' I I I ON, •. 0 0 CLASS CHANNERIP IMPROVEMENTS m EST 37 SY FF `
18" RCP-I�/ END GUARDRAK I �' 1 " RCP -IV ♦ n \
. .. TUJ EST 165 TONS
/ I GREU TL-3 • " $'1© 12' EST 120 SY GFD FE FLOODWAY �} �
/ •0 m .50 SEE DETAIL 5/SHEET 2D (TyP,) ` \ \� \7
0 / O, �SCBaa / .I! -L- STa/9+05.00 I rl' 18" RCP -IV FEMA 500-YR R�P=1V
N /F 7fuzf-
� I Q I = PROPOSED 3 C ll'Xll' RCBC EXTENSION FLOODPLAIN `♦- _ _ -
/ of r 488 PROPERTIES, LLC. - -L- POT Sto.19+92.6/ = I �- I III 50 DI SEE SHEETS COI -I TO COI-8 (TYP.J
.�� B / 44 P 7 - - I • Q I END 2'-6„ C&G
02 D.B. 53, G. Yl POT Sta.14+4/.0 GRAVEL I CB FEMA 500-YR �►
' d P,B, 18 PG. III _ • I „ 0503 -Yl- STa12+73.00 �•
/ I
p 18 RCP IV W ► I N/F FLOODPLAIN , I
ALL
0 02 / i / PIN 9799245059 ♦. `•� - 90 05 56 � 48.5' N W/ELF -Yl STA.12+6END GRAVITY 8.82 PAUL GREGANTI (TYP.)
p / v _ _ ! MATCH LINE -Yl- STA 12+50.00 (SEE SHEET 6)
L• r I L PC Sto. 14+85.78 ,
5_ •'
CBCR ' YP
7„ 4 ' 4/ " •'
� woo
15" RCP -IV ,` � •'� .�
\ / � ° 00 • +ram+ TYP�R�GK
/ 0 01 SHED \ -L- PT Stb: l +91.96 ' REMOVE EXISTING PAVEMENT
00,ALK
BE . 4, 5 MoNoLITHIC
$4' . 11+ .00 ' CONCRETE ISLAND
/ ai && 2'-6" C&G NOTES:
�l TO EXl
•- - 13+44.00 LT & RT 1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
IN ROJECT UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
2.TURN LANE TO BE CONSTRUCTED FOR PROPOSED
/ B _ NSTRUCTION RELOCATED DRIVEWAY IN PHASE 2 PER APPROVED
-L 'S`t . 13+44.00 SITE PLAN.
-L - POC Sto. 13+00.00 3. CURB RAMP TYPE REFERENCES NCDOT STANDARD
DETAILS.
L
PI Sto 12 +92.10
PI Sto 16 +37.69
PI Sto 22 +87.62
0
= 57* 19' 59.2" QT)
A
= 57 49' 56.3" (RT)
A
= 26° 06' 29.9" (LT)
D
= 26.02' 36.7"
D
= 20.50' 05.4"
D
= 9.32' 57.5"
L =
220.14'
L =
277.58'
L =
273.41'
T
= 120.28'
T
= 151.91"
T
= 139.12"
R
= 220.00"
R
= 275.00'
R
= 600.00'
m
W
H
Q
0
o
O U N
Z
CU
Vj Z
W
Z ~�
a a
0 0
N 0 M V O
Q I Z
O N It L�
Q N �
Z ~ r W
t 5; Lu J Z
oz U) W
W Y U
F- Z J
- F- _ ?i Z
a
Y w
o N
N 0
U
O o
o
M
H
o
m
U
F-
U
LLJ
O
N
II
rnLLJ
o
=
}
}
a_
004
m
0
0
O
w
LLJ
=
Y
�
�
Q
N
Q
w
W
o
0
U
Ua_
z
ZJ
0
U
Qz2~
J
O
0
0r
Jo
C�
0
0-
INNNNNNN
z
Q
Q
F_
w
a_
0���
J
X
a
L.L
O
J
W
J
w
z
J
J
w
Oa
Q
U
SHEET
NUMBER
4

r!
FLOC
CULVERI
OUTLET
CULVERT OUTLET
F LOW,--�
N jNq
=Wm
GEOTEXTILE
as on
EXISTING SCOUR HOLE
PLAN VIEW
TOP OF BANK
���•�iI i�•�iI i� �i i� �iI •- ..�
0 "It
�1 �•I:i ��•I:i ��•I:i ��•I:i �� i/:i
BACK FILL AND COMPACT SCOUR
HOLE WITH CLASS B RIP RAP.
SUPPLEMENT WITH MIXTURE OF
CLASS A RIP RAP AND NATIVE
SOIL TO FILL VOIDS.
EXISTING RIP RAP
ON STREAM BANK
EXISTING RIP RAP
ON STREAM BANK
E
vo(�)0� v o�0� vUo O v o on v o__on r) y
____
7CHANNEL BED
CLASS II RIP RAP
COUNTERSUNK IN STREAM BED
A SUPPLEMENT WITH CLASS I RIP RAP
TO FILL VOIDS
SECTION A=A
EXISTING RIP RAP
ON STREAM BANK
BACK FILL AND COMPACT SCOUR
HOLE WITH CLASS B RIP RAP.
SUPPLEMENT WITH MIXTURE OF
CLASS A RIP RAP AND NATIVE
SOIL TO FILL VOIDS.
SECTION B-B
v
GEOTEXTILE
CLASS II RIP RAP
COUNTERSUNK IN STREAM
SUPPLEMENT WITH CLASS
RIP RAP TO FILL VOIDS
BASIN
CULVERT
RIP RAP BASIN
NUMBER
STATION
SIZE
A
B
1
13+37 -Y1 -
3 @ 11'x11
2.0'
30'
ALL DIMENSIONS ARE APPROXIMATE
NOTE:
USE CLASS II RIP RAP IN STREAM BED
AND SUPPLEMENT WITH CLASS I
TO FILL VOIDS AS NECESSARY
USE CLASS B RIP RAP IN SCOUR HOLE
AND SUPPLEMENT WITH CLASS A AND
NATIVE MATERIAL TO FILL VOIDS
BED
I