Plan Sheet.pdf

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REVISIONS I PROJECT REFERENCE NO. SHEE
L -Y5- CALYX R-3421B l
CONSTRUCTION REVISION #2 - 9292020 -DRAINAGE SYSTEM 1617 REVISED AND DRAINAGE STRUCTURE 1618A a/q ENaINEERS--S-ANTs
ADDED. DITCH W REVISED. 5/s'zq SSW A PI 5J2 �0'OOA•(LT) 3-86.98 PIS SIG 0*4500.A4 A - 17'3246•(LT) A - 6'3d43078 T) 6750 TRYON ROAD ROADWAY ESIGN SHEET NO. HYDRAUL
D 0'45'00A' Ls • 200A0 D rl5'00A• D • 1*45'OOA• CART: NC V518 �30/E � /30/zUgaE1
E`P L • 3244.44 ST • 66.67 L 1.403.69 L • 372J2 phone:[phone] ,
3n DS M T • 707,38 T 18626 CALYXengineen.com H CARD ``' • o°�+N'CARI - ATCHL/NE T • 1b47A5 LT • /3333 NCUwnw4F-1333 • ill (7'., yc
565^4513• -/ SH R • 7.639.44 R • 4.583.66 R • 3274A4 ,••'��••FESS/ON:;'✓'s ,.`°?°•oFESSip
w- •06.94 -Y5- .S' ST EET
TRAFFIC DIAGRAM 5800 (RT) L RIPRAP STATION 27 Se • OA3 Se OA4 Se OA4 toe
UP EST 7 TONS ����� OS. • 70 mph Runoff 108Ad Runoff 108Ad SEAL ozzoo
1-73/74 AND SR 1005 -SR 6-PT S10. 20.18.39 5 SY GEOTEXTILE PS D.S.- 60 mph D.S.- 60 mph OIT265
�--��,.E•,I.CI NEEQr �!� '' Lt;'••;vGINE
2016 ADT eo5 4' l '17 - x RAMP A RAMP B �r•' ''CALEN
2036 AOT 1,220 , RM TRANS. LT. v r 2 I H Pls Sto 2.66A2 P1 Sto 5.6227 Pls Sto 8.5625 PIs Sto 1.33.73 P1 Sto 4•16.49 PIS Sto 6.85.77 P/s Sto 10.6873 P1 Sto 12.56J7 �kVc �"' o=°s A
-L- POC 301.29.36 -L- POC 302.4372 50 u a /2 h " " , w. Ga1J p
BEGIN BRIDGE N I R ( I J X REMOVE EXIST. es 2 5d06A /3 55'37,7' (RT1 e$ 2 5d06A e$ 5'4d34.7' p • l7 53'505' (LT J e5 4 5/'36A' e$ 2 52 48A l8 29 3/9 (RT1 -IA NOT SIVBRE©-FI
I DD fL J ROADWAY FILL Ls • 189.00 D 3.Od00.d Ls • 189.00 Ls • 216.00 D 4.301 Ls • 216.00 Ls • 96.00 D 6.001 UNLESS ALL SIGNATURES COMPL
L POC 30/ 05A9 L POC 302 68A1 /
340 220 h a RECONNECT T • 63A1 L • 46424 ST • 63A/ ST • 82.43 L • 397,72 ST • 72A5 ST • 32A1 L • 30820
BEGIN APPROACH SLAB END APPROACH SLAB s10 3D5 / ,M WETLANDS LT • 126.02 T • 23327 LT • 126A2 LT • 133.73 T • 200.49 LT • 144.05 LT • 64.01 T • 155.45
1o.39s B,540 // Q wq / X 11960 CY OF R • 130986 /- d4856.4' R • 127324 R • 95493
19,980 21,710 "(s REMOVAL)
N 695 8 E Se • 0.07 A 2 • 4'51'38.3' Se • OA8 Se 0A4
B-77 O / DS. • 60 mph RI. 7580.44 D.S. • 60 mph D.S. • 50 mph
Tr_2/ 16n I : R2 • 127324
;05 r.,,3.79C
JAMB MES M. MPG 94o I {a)Lh GIN PROP.C/A 45'R • • • 3 • • • •r... e Y5 POT STA 23 80J9 RAMP C RAMP D
// BEGlN4 PROP.ww FENCE I I 'SR6- POT STA. 20.8257
Pis Sto 4.56.02 PI Sto 6•1625 P15 Sto 7.76.34 Pls Sto 1/•02.05 P1 Sto 12.8459 Pls Sto 1.44.03 PI Sto 3.63J9 Pls Sto 5.81.63 Pls Sto 9.7728 PI SIG 1I.94A5
1,750 / •6= I •3297 -Y5- es 2'5d06' 5'49'47'(RT) Bs • 2'5d06' es 2.5248' A • 1T55'O55'(LT) Bs • 3'4648' A • 1d/6'329QTJ es • 346'48• es • 224'0d A 18'19'13•(RT)
CABLE e n v a / I I Ls • 189.00 D • 3'Od00A' Ls • 189.00 Ls • 96.00 D • 6.0d00A' Ls • 216.00 D • 3'OO`OOA• Ls 216.00 Ls • 96.00 D 5*001
V' GU/DERAIL >, >: BEGIN PROP.WW FENCE
-•MYCHOR UNIT -L- EIP 2,rso -SR 6- PC Sto. J7.14e83 �� i X IEGIZ LRTOP.C/A ST • 63A2 L • 194.32 ST • 63.01 ST 32.01 L • 298.64 ST • 72A3 L • 29359 ST • 72A3 ST 32A1 L 366.40
Lri .� LT • 126A2 T • 9725 LT • 126A2 LT • 64A1 T • 15055 LT 144A3 T 147J9 LT • /44.0-3 LT 64.01 T 18478
a^ CABLE GUIDERaLv- Q \ - R - F SPECIALcf,6-tDITCH F % I R 1909.86 R 95493 R 1b37A2 R 1J4592
8-77 ANCHOR UNIT LL_ \ 50D0 fLT1 // Q' SEE DI L.^ / �X 5-21': Se • OA7 Se • OA4 Se • OA8 Se • OA4
�/ Q- /A1 J C TOE PR TECTIO{"N'\ / I D.S. • 60 mph D.S. • 50 mph DS. • 60 mph DS. • 50 mph
N b 4 �" N \ /,`{r SEE TAIL "R" / X
\ h' c%J \P TL_3 p I SR6 Y DETAILAL d a
7 b L POC 302 6855 b o \ �Q // a4 W PI Slo /4 0250 PI Sto /8 826/ DETAIL __ FALSE suMP a o
Lj_NC NC END APPROACH .SLAB ` � J / � SP IAL CUT BASE DITCH 2V I I � 4 1 Not to Sca1e1
3' I X 7 PIPE OUTLET CXpNNEL
�' $E ETAIL "P" W I „ D /4' 59' 56.a fLTJ D • /9' 59' S j3' (RT J V `"°+ •" s`_�
-L- POC 300.9428 _ / d c I
BEGIN APPROACH SLAB KATHRYNE S. WILBUN N \ o�� L 345B3' L 30355'-
L POC 302 4458 DB 165 PG 102 h / , a,n
� I 2 a T • l8584' T • 286.5'
-L- POC 301.18.32 END BRIDGE / Q D/ I R • 382Ad R • 2865d
� , a s = w•U vops f Pr000as
BEGIN BRIDGE / °^ °
� Se • OA8 Se • OA8°'•a"m» STA. 10+38.18 -RAMP 'A'- fLT)
I ' \ q Lengtn - 6:-_--- D = 2:0'----- STA. 8+00 -RAMP 'C'- (RT)
DETAIL SHOWING PAVEMENT DUAL BRIDGE RELATIONSHIP FOR LOVER Y5 \ / 628s -r5- I Q Runoff • /45Ad Runoff • /4500 Est = _�?___ Tons of Class _ _ RlpRap
I00•� (R) I I G��� D.S. • 30 mph D.S. • 30 mph
`• ? -Y - Q STA. 13+92.73 -RAMP 'C'- IRT)
/ 99z -Y5• PT 25.84J6 I I a J �Q
577,�9p I A I IFAIL LI p�M DETAILAN N
\ O / \ I t FrprSro ScoeP d
•05.00 -SR 6- / 'W `. } v
CAR A. MCC 237 50D0 fCTI \
a•.Iw Ia•rn
EIP DB 1006 PG 23T
I I C.KRESS GOODWIN TIMBER CO..INC. -5- G
145' UNIFORM TRANS Q / OB 1054 PG 335 �'" o,e s-W- sane ("'0006°
T�7 -�STA. 294+50 -L- ICU � o ol'on
R POT 1 •7500 -SR 6- / I 4 -Y - PLAT SLIDE 583-3
BEGIN CONSTRUCT/ON 6b6 -SR 6- F Xl . 7W STA.303+00 -L- (CL)
STA. 35+12 -YS- (LT)
50DO (LT) 50.00 QT) / \ I C9� STA. 307+00 -L- (CL)
R �/ SR 6 PT /5 6259 ``-` STA. 311+10.09 -L- fCL)
-SR 6- POT 9.00AO
•76A0 -L- I� STA. 315+50 -L- (CL1
DETAIL RA
C y, 315.00 fLTJ I LATERAL BASE E DITCH
INo+ro 5.ale)
4' 55A' / . _ t I TOE PROTECTION
0 , 150`50`150 I NoI s alel
COLEY FARMS LIMITED PARTNERSHIP /:� p VJZ // 5'OFFSET 1
D8 1023 PG I° � �/ --- I I -5 SET
�, OFFSET O Nro d 1^hI. Fa1
o D � slope
Min. D=2.0 F+. I I d
N 29 -L- w Q F - - _ _---- I C •OOAO RAMP A w Ea �4.o B B= . F.
•4600 -L- 35036 fLTJ �T -- 125,(JO (RT) JIn d=1.0 H. d= 1.5 Fr.
A / --- O b= 3.0 , GeoteMile O
343,00 fLTJ F -
C - - - SPECIAL LAT BASE DITCH -�i / b=5.0 F+. Type of Liner= CLASS "B" RiP Rap 0
25'GUARD W/ f21 \ 1-1 // SEE DETAIL "O" / q / M Type of Liner= B RP -Rap
E PUE N. N l N = �X -SR 6- PC /2•/6.66 / STA. 4+14 TO 5+79 -RPD- (LT) STA. 9+25 -L- TO STA. 11+35 -RAMP A- RT.
PUE PUE PUE �-- p�UJEE pUE F 1 1 R /'� (EST 50 TONS; EST 130 SY GEOTEXTILE; 119 CY DDE) (Est.Qty. 55 Tons; 138 SY GEOTEXTILE) te)
76D0 -L m 22' v / STA. 11+15 -L- TO STA. 12+75 -RAMP D- LT.
315.00 fLTJ r'O+ .z RAMP S 10.04.72 / (Esl.Qry. 45 Tons; 165 SY GEOTEXTILE)
PROP. WW FENCE �7 F- ° io "'1 15-8 / C / % RAI(P A
\ TOE PROTECTION /(�� /
SEE DETAIL "RA" V /'
4 4 / RAMP A POT 0.00AO Ji
N 6r07'3/,7' ,622 \ � � ,s
SPECIAL LATERAL BASE DITCH N
- - - - SEE DETAIL "0 a� G \\ �, ,5 s h// -L- POT 3/6.00A0.(59A0 LT) BM• Sip }i0.53
t - 4 � 2s' 26' Io•R o car -I � � i L • 02'18'09 BL-
3c
RAMP B S 6 /3 2 RAMP B PT /4 0832 h CL B jr ee \J _ _ _,, 94 LEFT 0
6 4�4 S # 4; _ _ -L-,-ST 3/I'84.37 -25.00 !RAMP A _-.
Q RIP Og' (IA' - - _ eLe� P P WW F N
1606 N JO-00 I G EST IFsy G_O 5 I'J6 RAMP A SC 3'29A0
RAMP B SC 2.16.00 N 3g 4 II RAMP B ST 8 29.72 t GRADE QUADRANT C � ' C _ EXTILE F - - 7- p _ _ END SHOULDER
BOTTOM OF BASIN h R/ �' _ BERM Gl1TTERl_ 1631 F
P // SPECIAL CUT DITC�I \ OCIL / w _ _ �TA, 311+13 ESTB2 RIPRAP
R SEE CROSS SECTIONS '8 / E O DRAIN SEE DETAIL "S" \ \ O _ F EST 7 SY GEOTEXTILE / / 7'
RAILROAD
-+ 1606a RAMP B SC 11.0072 \� \.� h ------ - �---___--- --- ---� RAMP A TS 1.40.00
-Y5- POT 29.33A0 • 11 O b 636 (`
WOODS CL B RIPRAP \� / ` i 1 1 AMP A POT 14.03.06 1623 2GI
EST 2 TONS // 1629
tL q 1 BGRADE QUADRANT EST 7 SY GEOTEXTILE _ ' I - RAMP B POT 15.2392 / -- Fs 2GI _ 2GI V-
CL B RIPRAP O I �624 RAMP A T 4
CL B RIPRAP 1610 t�
l - EST 3 TONS SEE CROS SECTIONS PS. ) �F ' iq _
Q - EST 1 TON 338.93. EST 11 SY GEOTEXTILE C 4' j / i / / 3GI RM N W O
O r. EST 5 SY GEOTEXTILE N69^JS'4B • ) / TYPE 'A' A _ _ _ _ _ _ _ _ _ N
�- 16osa / i RAMP A CS 7.9324 _
g E1 S yd( - BEG SHOULDER
^V I F BERM GUTTER Q tr M
AT END APPROACH WOODS 4 7 lU'R a Q
I SLAB -L- LT END SHOULDER FS O
I\ 4 N N by"33• , BERM GUTTER I STA. 304+94 -L- LT - - W
O Q: BEG. SHOULDER _ _ _ - - - BERM GUTTER
-�• RiW 1620
485.I1• STA. 300+71 -L- LT
\ BL-168 BERM GUTTER I TL-3
O EIP END SHOULDER / 1 g GREU Z Q
\ Q N q 2GI I B- - rlv N 7� n ' _�
1609 AT BEG.APPROA I BL-74
V� SLAB -L- LT 2GI Q
FS 2GI v 11 V +
° �-
�I P P 1621 `� 1626 - " " q M 15 RCP -IV
-_-__ ABLE GUIDERAIC GREU .. .. .. .. BL- CABLE DfRaACf C
O•25'26/' BL-170 N 61 2 ' 4' N TL-3 FS 2GI ti
E _ - - _ _ _ v1 CABLE W 77 314. 5 EIP,�TO EI P .t1 EE 2GI
ANCHORA'UNIT "HOPE FS L 2GI / /I _ - n Q Q 4 34 TM12GIA 1635
- _ _ UNITRAQ 61^3z•45' caaN
Q TL-3 B-77 -
27•
2GI 2GI �� ' p - -
RAMP C TS 3.30A0 F R
_ D SC
C-_ :/ / / a Oiz F i BEGIN SHOULDER
T� jU vj - 7 / / i 1632 u• STARM31GUTTER
° -YS- POT 32.8292
Q�j RAMP C TS /0 38A4 a B RIPRAP L POC 30/ 8352 / r a CL I RIPRAP FENc RAMP D POT 0 OOAO moo RAYP 0
RAMP C SC 5 /9A0 4 a R ^A F/ EST 8 TONS / / / i RAMP D ST 7 2559 Q / / EST 18 SY GOT LE PAP' (59.00 RT.) • 116,00 ILTI
EST 21 SY GEOTEXTILE e I a
125D0 fRTJ
/ T i / •16A0 RAMP D
PUE\ agDp-_---__-- � \\�� ----_ 1b9� T L POT 3/580A0
' F ^'C m / ' ' CL B RIPRAP _'F CL I RIP RAP WEI
-YS- POT 36• O'er ?� / EST 2 TONS LATERAL 3' RASE DITCH
F n 1 I I / � RAMP 0 TS 9'1327 EST 2 TONS / � _ _
E 1603 2GI \ ,� - RAMP C POT 15.32.68 • , h 14; i i i EST 7 SY GEOTEXTILE
\ PUE RAMP C CS 7 /3 32 \ ` \ FS �,- \ AIP D POT /1.90
.67 F €/' :' 1627 z ``\
\ P W STANDARD BASE DITCH - -� --_ 1 i RAMP D SC /0.0927 3
UE �\ 8j„ DDE=85 CY \`���16 1624 ' rj �� e"� q;
''' „
P O \ 5 S v� \ STANDARD BASE DITCH
UE O F \ i2 "e• 2 \ SEE DETAIL X.. DDE = 230 CY -_ -iSR,AD.E T
'I DETAIL X '� R \\ F Q . O\`� SEE DETAIL ``-` -4 L -� n 5 %%/ ice/
STANDARD BASE DITCH STANDARD BASE DITCH •' J PUE \ Q 1607 /i t I F CLA KIPRAP v
( NO' 'O $aalB) (NO' to SCOleI RAMP C ST 9-02.32 \ \ C RAMP C PT l4.32.68 CL I RIP 1 14 / SEE ETAIL "U" ,'/ /
\ SEE DETAIL "V /I /D RAMP D PT 13.75.67 F
t r l t r l t r l N t r l PUE \\ 1604 q ` I STANDARD DJTCH'' /
Grouna Y D ,L5 rouna croano D .y6 rouna \ /;i ' \ Cly' \ DDE Q.
P \ H I -V / 5 ETATL'p�" // I� STUART & MARGARET KING
I e I Min. =4.O Ff, e I min. =1.O Ft. UE \ 18 `l'4'A 4 l /' / /� //i LIFE ESTATE
! I B = 4,0 F r, ! I B = 3.0 F t, \ RMIp v I / C / F / / DB 1162 PG 281
PU / 1 \ SPECIAL CUT DITCH \ 18 li
STA.13+48 TO 14-28 -RPC- RT $TA.297+33 -L- (191' RT) f •o \\ SEE DETAIL "T" 1613 C � /
^o W ON 1615 /GRAD D1U(IfJ i / 1 /
s=I.O'/., DDE = I40 CY DDE = 85 CY �' C \ /
4; > COLEY FARMS LIMITED PARTNERSHIP
p Rp 1605 \�� _ \' r i vl ' U / - 1 DB q23 PG III
STA. 14+13 TO 14+76 -RPC- LT F - �_ �' � +. ��/
s=LOX: DDE 150 Cr CL 1 RIPTONS ti o_ GRE3 /
/ p °' I TC
DETAIL 0
SPECIAL LATERAL BASE DITCH
(Not to Scale)
f Ft.
D A:`O{{0 $N1D
B I MIn. D =1.5 Fi.
8=2.0Ft.
DETAIL P
SPECIAL CUT BASE DITCH
1 No �OD$aa1e1
AA l{ef
F1° Slope
GEOTEXTILE MIn. D = 1.5 Ft,
Max. (1=1.5 Ft,
B ` 2.0 Ft.
Type of Liner = CLASS B RIP RAP
DETAIL 0
SPECIAL CUT BASE DITCH
"'I
ound{nt
DITCH
(N;�D
i1° Slope
GEOTEXTILE Min, D =1.5 Ft.
Mox.O =1.5 Ft.
B ` 2.0 Ft.
Type of Liner = 201 SQ. YD.PSRM
DETAIL R
TOE PROTECTION
'No''o Scalel
/,/�q( 6 tFill
SIODe�P SIOPe
(1 '1.5 Ft.
Type of Liner = IT SO. YD. PSRM
FROM STA. 3+56 -RPB- TO STA. 14+66 -RPB- LT.
FROM STA 24+50 -YS- TO STA 25+00 -Y5-
10 TEXTILE Q `>; I
T
EST 23SY GEO\\\ 4. R (o - 5 5 07 3/. SI
\end \\`\/ zQ 'Q ae /
` 24' / 161 I TOE PROTECTION
/`} \ O C I ''� I I �- - - - SEE DETAIL "B" / 1
RAMP C SC 1/•34A4 `F _ _ _ P
Rip
COLEY FARMS LIMITED PARTNERSHIP •13.00 RAMP C end P EST CL I iR•I F r / F
OB 1023 PG III 145DO (RT) JfiY A•F EST 56 SY GEO* E
•34D4 RAMP C P � 1
RT. 125.00 (RT) UF\ // yk // / I IC FENCE $ NOTE:
FROM STA. 16+00 TO 17+50 -SR6- RT. FROM STA.17+50 TO 20+00 -SR6- RT. �,! / '� PROP ALL PIPES LOCATED /N JURISDICTIONAL
EST 254 TONS: 563 SY GEOTEXTILE v P(7F / * / III r I t STREAMSARE TO BE BURIED 207 OF PIPE LOCATION: U$ 220 BYPASS FROM 0.3 MILES SOUTH OF SR 11,
DETAIL S DETAIL T DETAIL u DETAIL V O RAMP C / cDIAMETER UP TO /FT OF DEPTH RO,gDYyAY FILL REMOVAL (OLD CHARLOTTE HIGHWAY)TO 0.2 MILES $OUTHV
SPECIAL CUT DITCH SPECIAL CUT DITCH PIPE OUTLET CHANNEL PIPE OUTLET CHANNEL / H (Y I �� x I W •70.00 RAMP 0 SEE SHEET 38 FOR -L- PROF/LE OF SR 1304 (HARRINGTON ROAD)
(Not to Scole) INot to Scoel 150'-50'-150' 12500 fLTJ
Front Front (Not To SCole) (Not to Scale) /2A0 RAP CE I / j H yl I )
- 5'OFFSET SEE SHEET 48 AND 49 FOR -Y5-PROFILE
f f Drtcn Ditch rg ey o- �� ry y. U• -12D0 fRTJ ) / ' I e PAVEMENT REMOVAL
{ "°" " / h , I SEE SHEET 53 FOR -SR 6• PROF/LE
NOTur01 A+ t0 SIODB NOTur01 p tt $lope ! y 7C' y � � -
roantl D {O oana 4/ D W e ° q I,5•___ '4' o tl /" � J SEE SHEET 49 FOR -RPA- PROFILE TIP NO.: R-3421B COUNTY: RICHMOND
F ; I GRADE TO DRAIN SEE
SCALE
MIn, D = 0.8 Ft, MIn, D • 1.0 Ft, C EXISTING SWALE TO SEE SHEET 50 FOR -RPB- PROF/LE
�••° ff° C. re MATCHLINE T STD BERM DITCH 240.01 SEE SHEET 5/ FOR -RPC- PROFILE
STA. 12+32 TO 13+32 -Ramp A- (LTI •'�°"' _ "�` _ 0 SHEET TA 37+50 - 39+05 -YS- LT 5J0 Q 55.0 1 Q DESIGNED BY: IOHNNY BANKS
$TA. n+6p t0 STA. 14*12.32-RAMP 'C'- (LTI Length 14�___D �_��____ Length = _�4�____ �_��____
° -YJr- STATION Z8 SEE SHEET 52 FOR -RPD- PROF/LE I I
Est = .A.-- Tons of Class A. RiDROD Est =--!4--. Tons of Class A. RiDRaD 3$•00 SEE SHEETS S2.1 THRU S3.25 FOR
STA. 35+00-Y5-(LT) STA. 35+50 -Y5- (RT) PLANS
STRUCTURE PLANS A 1' 1