ElliottRd_UPDATED_Sheets_20220405

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1 \ I I `PIN 9799340467
PI R HA HAP HI �P � I� V I
Vf F0 Q M CHAPEL HILL, L, r N / � 5 0 �l �0 EXIST
%\ D,B, 6458, PG, 509 -� I I - `
P, B, 118 PG, 129 - I f� 'STA /5 +93A0 , �
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IN 9799247721 END OVERLAY y�
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�CH NEL IMPROVEMENTS W B IN GUARDRAIL N PIN 799340248 FOR R
cLAs II RIP RAP ♦ Q 1 I I / .5 - I G U TL-3 GENE R. S INBERGER & NI T
EST 345 TONS I V 1 - p URN
EST 255 SY GFD �' z STA15+72A0 PH �T ERGER I l00' TAPER
SEE DE IL 4/SHEET 2D = - 1 J I CB 51 D,B 317 PG, 2• I LE
l - I 49. 0 EMOVE EXIST ���� DIT I UPI.
P POS 3 c P X 9,-P ELLIPTICAL \ F `
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STEEL ARCH CULVERT \ - I I rn _
•1 SHEENS CO2-1 TO CO2-3 �pp �J �I o J fg3.00 1 LL
I I I I �T TURN L
INSTALL FLARED END ; it r - W 1 f� O 300 AL
SECTION PER TOCH \ I N Q END I GUAIYD AIL l•6' :� I rn + / ► ■ P
DETAIL SD-7 \ , II LATERAL"V" DITCH 070 FL
• RETAIN -L- PT Sto. l + 3 1= - GREU -3+ I 2 I� SEE DETAIL 2, SHEET 2D
11 � L 15 I
_ l 'RT TURN
BEGIN GUARDRAIL 11 1� � I I 60 50 U N
CAT-1 CUT MEDIAN SLOT �u 15 C
' -L- STA. 17+57.00 J g r� 34' INC. SEE R�40 SED lKE RAMP DEL P v
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II/A 48.i50' I •� I 72" RCP -III F /
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15" RCP -IV I TBJB 070 � DI /
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V VILLAGE PLAZA CHAPEL HILL, L.P. � ' � J
D.B. 6458, PG. 51., + '- 03o DI'' ... - . --- - , - 84` 24'
TYPE � -
P,B, 118, PG. 129 1
PIN 9799242451 30'R �� >_ I ' 1: , 8 25' 0 0� \
END RETAINING ALL 30'R R 1 15" RCP -IV N ■ � • LIOT TAD DI AI-K \\
-L- STAl5+429 cR RE - _ o -- --� 5.5'
INSTALL MINIMUM DEPTH CATCH BASIN , I r
SEE DETAIL SHE 2J 0 0 TYQ l ( ���� / - - - 5 C� - -- - / - _ 300R306)
15" RCP -I C GQ 02 / C/ SPILL CURB
36" RCP -I � _ /� i R 50'R- / I
REPLACE 9 EXISTING - \ / 3� ��- REMOVE F - CR TYPE UO N §� Be E
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RCP -IV OUTLET PROTECTIO P �� ��TGL�T
C C CLASS B RIP RAP
i\ o +7 . 0 I CB OF CHAP HILL \\ • 7-
3EGlN RETAINING WALL j C B BEGIN GUARDRAIL EST 3 TONS o 3 0 � TYPE / o 01 _ - � � \ \\ \ \\
-L- STA 15+00W � GREU T GUARDRAIL
Q E EST 10 SY FF 056 F D.B. b1bU, PG, its
06o P,B, 66, PG, 248 \ \ \� -
-L- STA/6+13.00 END SIDEWALK I � y � � u / PIN %n 1 � '•
i6 8 R -IV _ W g 9340 4 "RCP -IV__ \\ 1 RVP-IV
_jjjWI \STALL�bAEND OUTLET PROTECTION L- STA19+40.14 c� SEFo PROPOSED lKE RAMP DET l GUARDRAIL
SECTION PER T Clis o CLASS B RIP RAP Q °�
ti v SHEET 2E
0 0203 TAILSD-7 EST 2 TONS
■ •• d l50' RT TURN LANE )�O T T CLASS BPRIP TRAP
ION �� \ -L II STA23+75.00
+ 10 l50' RT TURN a� I •. 350 LT TURN LANE EST 15 TONS ♦ I
• � +CHANNEL IMPROVEMENTS EST 37 SY FF
/o� v �,�.� `•° TURN TAPE �� �• I O •• CLASS II RIP RAP m II
' S0 EST 165 TONS FEMA 100-YR
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END GUARDRAFI� _ 1 �` 1 "RCP -IV 12 EST 120 SY GFD FLOG AY II -�
GREU TL-3 . �tl ♦ / I
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Y o CB%o ■ ! -L- STA19+05.00 fTYP.J
'2S ' I 18" RCP IV
V / N � FE�IA 500-YR
/F- I Q I = D I PROPOSED 3 Ca 11'Xll' RCBC EXTENSION FLOODPLAIN
488 PROPERTIES, LLC. - -L- POT Sto.19+92.61 = I � = 50 SEE SHEETS COI-ITO COI-8 fTYP.J
I 4 END 2' -6' C&G _ -
B 02 D.B.DB4453, PG. 7 -Yl POT Sto.1 + 1.03 GRAVEL / 4) 0- ,_ I C6 050 -Yl- STA12+73.00 FEMA 500-YR 1► ; �- _ %� /
P,B, 18, PG, III �` = 90• 05' 56" - I = O 18 RCP -IV N 8" CMP END GRAVITY ALL N/F FLOODPLAIN I `+
PIN 9799245059 • � - I 48.5 N � W/ ELB -Yl- T l + PAUL GREGANTI fTYP.J
S A 2 68.82 1 I
L,P, / � � � I -L - PC Sto.14+85.78 � i!
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PI Sto /2 +92JO PI Sto 16 +37,69 PI Sto 22 +87.62
BE ALK -' 5" MONOLITHIC 0 = 57" l9' 59Z (LT) A = 57" 49 56.3 (RT) 0 = 26' 06 29.9' (LT )
� a � '=- $� I +44� CONCRETE ISLAND � = 4'' 36.7" � = 277.58' 05.4" � = 273.4/'57.5"
L.aa 220
Bell 0-6- C&G NOTES:
�l TO EXIST/ I. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT T = 120.28' T = l5/.9/' T = 139.12'
STA 13+44.00 LT & RT = = =
l PROJECT UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS) R 220.00' R 275.00' R 600.00'
2.TURN LANE TO BE CONSTRUCTED FOR PROPOSED
/ B ` ■ C NST RUCT ION RELOCATED DRIVEWAY IN PHASE 2 PER APPROVED
.13+44.00 SITE PLAN.
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