20201783 Ver 1_revised plan sht 6_20211025

-L- CURVE DATA DETAIL 1 DETAIL 2 DETAIL 3 -Y6- POT Sto. l0+00.00
-L- 3 -L- 4 TOE PROTECTION TOE PROTECTION CHANNEL STABILIZATION AT PIPE INLET/OUTLET
P1 Sto 20+86.13 PI Sto 23+67.82 'Not to Scale) (Not to Scale) (Not to Scale)
Natural Bed
< Elevation
A = 9°/0' 45.7" (RT) A = 40° 4/' /4.4" (RT) �F�°�`e NATURAL ti:�°��� Natural Natural END GRADE
D = 4° 46' 28.7" D = 90° 40' 56.6" Natural �.�\\Sap GROUND �� Ground Ground BEGIN 1.5" MILL & REPLACE
_ WM WM
- Q Ground b - b -I t10SE: No Geotextile
-L- STA.22+90.00
L - 192.25 L - 44.U7 Allowed in
T = 23.43' T = 96.33' Max. d-1.0 Ft. I� �d Max. d=1.0 Ft. d FILL Channel Base
Geotextile --el -L- PT Sta. 2/+82.05
_ p" Max. b=2.0 Ft. Geotextile Max. b=2.0 Ft. SLOPE Channel Bed Geotextile O
R - I,200.00 R - 63.IU UPS Length-18 Ft. (Variable)
Est.60 Tons RR Dip Lengthen= L'I'Ft.(+/-) Est.30 Tons RR; 5 SYGF (U5)
Type of Liner=Cl. 'I' Rip-Rap Est.85 SYGF Type of Liner= PSRM Est.65 SY PSRM Type of Liner=C Rip-Rap - Keyed-In Est.20 Tons RR;3 FIRE HYDRANT TO BE
SYGF (DiS)
FROM STA. 17+25 TO STA. 18+40 -L- RT FROM STA. 17+37 TO STA. 18+37 -L- LT STA. 18+44 -L- LT RELOCATED 15' 0 F F BACK
STA. 18+48 -L- RT OF SIDEWALK & BACK I
OF CURB O 1 1
I O 1
� i WV I
i� II wvI
LLC m � END CONSTRUCTION
/ m� II 1 I -L- STA.23+03.88
REGAL OAKS
= I
ANTONIO E. AIELLO II 1
COLETTE AIELLO KNOX II -L- Sto.23+44.40=
CHARLES E. KNOX JR. FIRE HYDRANT 11 -Y6- Sto11+22.55
STEVEN R. KNOX
\ \ o �\ . 3 �- -L- PC Sto. 23+
44.40DB 30729 PG 192 +50 +90 Tax ID 00521210 TIE ROOF DRAINS FROM EXISTING \ \ O +5 0618 52' II 45'
BUILDING TO THE NEAREST ADJACENT O +99.3+�
E
PROPOSED DRAINAGE STRUCTURE 52 \ E 34' L B
- \ E
v -L_ PT Sta. 23+89.26
2 0 E +82.05
1+68 \ 34' LTF _ - - - - CB \\
47 \
-L- PC Sto. 19+89.80 \ 0613 E 16 \ I I _F - - - - - 15" RCP-IV C 0617 dJ�<� \
CB 0614 R 15" RC / A
-L- PT Sto. 18 26.18 500' / 15„ RCP-�V \ CP_IV 6' CONC. O \\
PSRM TOE PROTECTION / E F W CR W CR SS / 620
SEE DETAIL 2 / - C O - 15,
11 C. C
CLANNNEA
P FIRE HYDRANT TO BE CB 0611 _ F W ND O REPLACE VE I WIT CB Cj \
CHA ILIZATION +59 RELOCATED 15' OFF BACK ��
SEE C � X TB JB w/Slab Lid 73' 0F CURB - 6 SS O O TIE TO EXISTING "489.80 - STORM DRAINA E SYSTEM
+23 +88 34 L �71' Q 48' �,�A' C 18" RCP-IV N M O A��p ROX LOCA ON OF
+59.35 � N t N O O I�IN UNCTI0BOX
O 54 / 6' Co C C1 "� O
E w 0 _ - M ST EE
+23 5' -o +75.00 O F GE +83.54
34' LT i' C �� r 2.05 14.5' I X
�� - - - �� ✓ CB 608 J � � 14.5' +89.31 I
GQ, �$„ RCP-�N -Y6- PC Sto. 11+98.83\
14.5' RT
26.18 �5 0617
LTI
I
18.5' LT /S
5 R p IV 0 615 B 0 1
216�18 CP-IV � � 05 +25. 0 � �\
Ln 18.5' N 14.50 RT E �f C R I I
7 CURB
RCP,
Q W INLET O60 ONC / CB I n II O ,
6
Q N ,6 Cg,G �s 0612 (
N N O _ ne Easem o t o R Ul
O 15 Water 4595 PG,+40.00 F \ / -
I /
o CPAN +81�' 0 T 0610 CB F +07.0 < a--
N < 15" R 14.5 J i +89.90 32.50 RT \ I I I /
32.50 RT CB
32.50' RT
00606 CB i- - - - - - - - - - F ;7\10 5 RC -IV 621
+2 .1 a +62 +95 MINI UM I I I
J CB 14.5 / F E 50' DEPTH CB
PDE i 00 E +50 -
z < LJ
j J 405' N �Q 1.5 ANNELRSTABILIZATION �"U" "U" C �� \� _ 4' BRI K WALL +73.33
= 15 R +36 +36 W F tG SEEDETAIL3 _ - _ _-_ =P- - - - - - - - - - 102.57' I I
- F
v 35' 44.03' +03 _ �, - - _ - -_- - F CB - P- - - - MILL CREEK I
►- 78.52' - - - - - - - _ -
g o C g C B _ - - - -- -- - - t� - -
2 F - - -
F _
- - - - ------- --� - - - - - - - - - - - - 30 RCP - - - RETAI - -- -- -- -- - - - - == - -3� - - DB-T1-444 PG 879 I
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- RETAIN a 0601 _ RETAIN 3 6" R C FRETAIN \�- - - -
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1- \ �., � KIMBROUGH LANE - - - - _ g � /
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0
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o \ PAVEMENT OVA��� _ - - -
o CLASS 'I' RIP RAP �� W - P - - - - - - - - - - - - - - - - _ ` / Y6 PT Sto. I3+19.39
j TOE PROTECTIO \/
SEE DETAIL 1 1 V -�
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ROADWAY DESIGN HYDRAULICS „ _
o ENGINEER ENGINEER SCALE 1 - 20 0 20 40 60 80
11020 David Taylor Drive �r � � DRAWN BY: DATE:
�NCOMPLE E PLANS TJ N 06/11/20
Suite 115 TOWN OF CORNELIUS
N Charlotte, NC 28262 , . '' �® N®� ��>E >F®� �� ���Ut���t®N
PRELIMINARY ����� CHECKED BY: RMK HICKORY AND GEM STREET EXTENSIONS SHEET: 6
N Tel:[phone]
DO NOT USE FOP. CONSTRUCTION
ENGINEERING & Fax:[phone] o r . APPROVED BY:C O N S T R U C T I O N #
Firm License: C-2197 - BRC -L- WILLOW AND GEM STREET DRAWING: PSH-6
NO. DATE REVISION WIDENING AND CONNECTION PROJECT PROJECTNO.: R015.002