HomeMy WebLinkAbout20150958 Ver 1_More Info Received_20150921Strickland, Bev
From: Todd Love <toddml @cityofws.org>
Sent: Monday, September 21, 2015 10:23 AM
To: Strickland, Bev
Subject: RE: Cedar Greenway Trail - DWR# 150598
Attachments: CedarTrailConnectorDWQPlans.pdf
111M
From: Strickland, Bev (mailto :bev.strickland @ncdenr.eovj
Sent: Monday, September 21, 2015 9:12 AM
To: Todd Love
Subject: Cedar Greenway Trail - DWR# 150598
Mr. Love,
Could you please send me a pdf copy of the full size site plans for the above listed project?
Below is a link to the 401 project file for Cedar Greenway Trail.
http:// its .enr.state.nc.us /Weblink8 /0 /fo1/309785 /Rowl.asox
Thanks
Bev
ic3wv4 I sHa"
B veidy Stu ^iiclldand, tri o ^fldh Adnihnu strator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.strickland@ncdenr.gov
1
L9
W
W
�o
W
Wo
I)
I)
1
0
0
l�
i f L�j I �\
111�7r / OBINHOOD ROAD I
PROJECT
LOCATION
2Ji o Q ALLISTAIR ROAD
Bk'/ANS PLACE p
/
COURT
SL COURT a 2
� oo
\ MOUNTAIN
1
\ o�
ROAD
c w IA
PO o
9O
VICINITY MAP
NOT TO SCALE
0
o�v
/ GRAPHIC SCALES \�
20 0 20 40 60
PLANS
20 0 20 40 60
PROFILE (HORIZONTAL)
2 0 2 4 6
PROFILE (VERTICAL)
_'A'
DESIGN DATA
V = 20 mph
_'A�
CITY OF W�NSTON- SALEM,
L N G I N L LF\ � N G D:::::::: I'�'�S10N
I�CI1�7�'L/Y'I
CIYII /1�!L/YI
LOCATION: Cedar Trails Greenway: New Location Greenway Connection
from Cedar Trail to the Muddy Creek Greenway
TYPE OF WORK: Grading, Drainage, Paving, and Structural Bridges
/l PROPOSED PEDESTRIAN /
/ BRIDGE
PROPOSED GREENWAY
--� - MUDDY CREEK TRIBUTARY
PROJECT LENGTHS
TOTAL
LENGTH
OF
PROJECT =
TOTAL
LENGTH
OF
-
STRUCTURE -
TOTAL
LENGTH
OF
GREENWAY =
0.625 MILES
0.019 MILES
0.606 MILES
r D �
O m
p -G
\�
CITY PROJECT REFERENCE NUMBER SHEET NO.
200840 1
PERMIT DRAWINGS SEPTEMBER 1 1 , 2015
Prepared in the Office of:
City of Winston —Salem
Engineering Division
CONTRACT BID DATE:
JANUARY 2016
CONTRACT AWARD DATE:
FEBRUARY 2016
GREG TURNER, PE
ASSISTANT CITY MANAGER
ROBERT PRESTWOOD, PE
CITY ENGINEER
TODD LOVE, PE
PROJECT DESIGN ENGINEER
DESIGN ENGINEER
SIGNATURE
P.E. ��
3.1
VAR
2•
z
---a- 3' 5' 5' 3' -mm--� 3' -Om--
6"
0.02 FT/ FT
c
T /GRADE POINT
6"
T
z
TYPICAL SECTION #2
-L- STA 12+10.00 TO -L- STA 17 +00.00
-L- STA 17 +30.00 TO -L- STA 28 +40.00
-mad- 3' 5' 5' 3' -ww-� 3' -amm-
VAR �'�� 6 "- ---- --
3: 1
T
0.02 Fr/Fr
/GRADE POINT
TYPICAL SECTION
-L-
STA
10 +05.09
TO
-L-
-L-
STA
11+32.41
TO
-L-
-L-
STA
17 +00.00
TO
-L-
-L-
STA
35 +50.00
TO
-L-
6"
T
z
►r
STA 10 +32.41
STA 12+10.00
STA 17 +30.00
STA 36 +86.34
TRANSITION SUPERELEVATION APPROACHING AND
LEAVING BRIDGE TYPICAL SECTION
C
J
PAVEMENT SCHEDULE
PROP. APPROX. 2" ASPHALT CONC. SURFACE COURSE, TYPE SF9.5A AT AN
AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. EARTH MATERIAL.
PROP. 6" AGGREGATE BASE COURSE.
` \V,\
P� VAR
3.1
3'1
2.77 VAR
\ \ VAR
' . \ \• � VAR
3. 1 3••1
Z GEOTEXTILE FOR SOIL STABILIZATION.
3'
10
z
5' 5' 3'-'P--
6"
c 0.02 FT/ FT
T
/GRADE POINT J
TYPICAL SECTION #4
-L- STA 11+32.41 TO -L- STA 36 +93.50
-L- STA 37+11.34 TO -L- STA 42 +99.36
VA R
3 •.1
---a- 3' 5' 5' 3' -ww-� 3'-'P--
6"
0.02 FT/ FT
c
T
/GRADE POINT
6"
P� VA R
T
z
TYPICAL SECTION #3
-L- STA 28 +40.00 TO -L- STA 35 +50.00
CITY OF WINSTON-SALEM, N. C.
PROJECT NUMBER SHEET NUMBER
200840 2
APPROVED: NOT TO SCALE
PROJECT DESIGN ENGINEER
REVISIONS
►J
--a- 5' 5'�
54" MIN 0.00 FT/ FT
GRADE POINT
BRIDGE TYPICAL SECTION
L- STA 10+32.41 TO -L- STA 11+32.41
750
740
�i
C)
CO
C)_
CO
O vJ /
0/ /
LIMITS OF DISTURBANCE
WOODS
WOODS
PROPOSED 10' _
/ GREENWAY
- G. )..
3
4
/
4
PROP. 32 LF OF 15" RCP
® 0.63% CLASS IV
WITH FES
INV. IN 725.20
INV. OUT 725.00
`,X0,-
E-
THE SHERWOOD ASSOCIATION INC. mill-
5895-99-4424.00
0 601mif_1 -.1112
CURVE #
PI STA
DELTA A
LENGTH
CHORD DIRECTION
RADIUS
/
C1
LIMITS OF DISTURBANCE
WOODS
WOODS
PROPOSED 10' _
/ GREENWAY
- G. )..
3
4
/
4
PROP. 32 LF OF 15" RCP
® 0.63% CLASS IV
WITH FES
INV. IN 725.20
INV. OUT 725.00
`,X0,-
E-
THE SHERWOOD ASSOCIATION INC. mill-
5895-99-4424.00
0 601mif_1 -.1112
CURVE #
PI STA
DELTA A
LENGTH
CHORD DIRECTION
RADIUS
T
C1
11 +75.19
043' 18' 27"
37.79'
S86' 44' 10.88'E
50.00'
19.85'
C2
15 +47.06
058' 03' 52"
76.01'
S79' 21' 28.62'E
75.00'
41.63'
C3
17 +73.71
040' 18' 59"
52.77'
S70' 29' 02.04'E
75.00'
27.53'
PROP. 34 LF OF 42" RCP
® 0.87% CLASS IV
WITH HEADWALL AND FES
- INV. IN 722.90
Y'
INV. OUT 722.60
- \ FES O
- CLASS I RIP RAP WITH
\�` �`.�` : ;:;• F�TER FABRIC LINER
� ,EST. 20 TONS
E / EST./42 SY FABRIC
F
CITY OF WINSTON-SALEM, N. C.
PROJECT NUMBER SHEET NUMBER
200840 4
SCALE PROJECT DESIGN ENGINEER
HORIZ. 1 " =40'
VERT. 1 " =4'
REVISIONS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
NOTE: EXISTING SEWER EASEMENTS ARE NOT SHOWN FOR CLARITY.
SEE P -DWG FOR EXISTING SEWER EASEMENTS.
PROPOSED 40'
GREENWAY EASEMENT
/ �/ :•:.:..�, % ; ;: -'� / /Y _ SPECIAL CUT DITCH \� F \ F � ,/ ,PROPOSED 10' LO
/ , .••. ! ^,- / -.• SEE DETAIL A GREENWAY 21 +OC
TONS CLASS B RIP RAP 0 +00
-SC 727.27 / = \ / 2
� / F / A - FILTER FABRIC - 9 SY i• ' ;::• __ - - - -- - - - -- - - - - -
_ _
WIDTH 10' -
.gIIAPROJE r. . -' / / -' _ 23 TONS CLASS I RIP RA -
�TA• 10 +05.09 /� ��p / / / � PROP. TEMPORARY LENGTH - 8 - x �r8+ ____ - - -- - - _ - -
/ ,� CONSTRUCTION EASE ENT THICKNESS = FINER FABRIC 40 SY , �, - -_- - - - - - - _ - - - • 21 2s E _ - -i-
/ N_ - ,WIDTH = 26
PROPOSED 40 _ �' / i ® _ _ C
TH I CKNESS 24
GREENWAY EASEMENT ' :.. ; ; y :�ti' - / ® ®® - > E
-i- / J w
c
� PROP. TEMPORARY
FW CONSTRUCTION EASEMEN
/l 11 l �•' '•i � ----- -'.'' •:�
�C1
�r 11+32.41
BEGIN BRIDGE
STA: 10 +32.41 % ,
1� - IS URGED BUFF
WOODS
\ 1( Q\11 /i J /o /�AAIN �� \ J/ }�D1S7lJBBEQ
16" l / lj= /�� SAN S ��, / '
�PRO�ECT S8N2 SEWER AIN l l �M° EXIS j= v C , -��, -� � BANK / CREEK
TRIBUTARY
MUDDY CREE K
VPI STF: 10+ 16.4
VF'I EL: 720-.06
LENGTH: 20,00'
K; 6 bl
VPI S-kA: 11 -40-00
\PI EL: 719.68
LENOT11 1 ii�.OU' V'I aTA 1 1 +� 4.S 3
K: 4.1,L Vr EL: 727 97
LEWGT I: 30.00'
K: 11,03
' D
R',''': � / ; • / / •: C3 F OODWA Fw
WOODS /� �' ' yr:: i' W00 _ SPECIAL CUT DITCH -
- 30 UNDIST REED- BF-FER- - --
i ,SEE DETAIL 6
FVW � - 1. SAN_ SE\IEFi M? � -
/ F /_ EXIST. 12 - -- 15' UNDISTURBED BUFFER - - -
FW ------------------------- .�_�� -- - -
_ _EXIST. 15 V,C- �AFI_SEWEf2 Al
-- / _BANK �-
c� -
_ FLOODWAY
FW FW-
�. FW
FL99DWAY . FW
VP 3TA. 14+ 1 C .70 100 YR. FLOOD LLEVA 10 \1
WPI EL; 727.10
LENGTH: 60.00'
h.: i'5.54
730
/ 1 0.5070
RF(`IN RF ?inr.F - - --
STA: 10 +32.41- I \ LEEGIN BRIDGE � 0•43X
EL: 72y. i 4 I OTA 1,1-1-32.41
- _
f:)-: 72%0.65
I
I
I � D
v
I I = n G D
= O
720 I 1 o J NOC) 4
I� m cv c�M
zU' Q N� i
1 I Z2 z .i��
\ J W ~ z = Ld 0 U'�
f mo o
DeL�r�=
m o >> Li
710 10 +00 11+00 12 +00 13 +00 14 +00 15 +00
FW SHERWOOD COMPANY
5895 -98- 7651.00
v 161A: 17 20.7E
VPI EL: 728.35 JPI STA: 184-2801
L NK 3 OU V:11 EL: 72 T.O1
LENC TH: 60.0C
K' 3, %.GAF
16 +00
17 +00
18 +00
19 +00
20 +00
750
740
730
OR
2 1,211-ldl bo
DITCH DETAIL
A
SPECIAL CUT DITCH
(NOT TO SCALE)
Front
Ditch
01
Slope
Natural � '5.e<
Ground
or Ma
�oKer
Type of Liner = GRASS Min. D
- 1.0'
13 +80.00 L RT - 17 +00.00
L RT
T7_1
1 %,
�W' :?rr,
•ov
L
E,
~
C f
X
-42" R,CF
I-
H
O 00
N
00
b-0
�_
U
R
N +
c
n
�01,;
O 0�'
`c J
_j
Q M +
0
+ s
r
0
_J
W r
d iQ
QN+
N�
Un�O
V)
( „wN
) vl�
r-
a- QZ
�
L LTV
�11 ILL
i � �
cn
�n
�
a) ^ _
6 i
o > >
z_ w�ii
> ;
Li >
LL
o >>
16 +00
17 +00
18 +00
19 +00
20 +00
750
740
730
OR
2 1,211-ldl bo
DITCH DETAIL
A
SPECIAL CUT DITCH
(NOT TO SCALE)
Front
Ditch
01
Slope
Natural � '5.e<
Ground
or Ma
�oKer
Type of Liner = GRASS Min. D
- 1.0'
13 +80.00 L RT - 17 +00.00
L RT
DITCH DETAIL B
SPECIAL CUT DITCH
(NOT TO SCALE)
®� Front
Natural � of Ditch
Ground `�•7 p 3� Slope
PSRM
B Min. D 1.5'
Max. d = 1'
Type of Liner PSRM B - 2'
17 +30.00 L RT - 18 +50.00 L RT
NOTE: EXISTING SEWER EASEMENTS ARE NOT SHOWN FOR CLARITY.
SEE P -DWG FOR EXISTING SEWER EASEMENTS. CITY OF WINSTON-SALEM, N. C.
� 1
E.I.P.
- _ PROJECT NUMBER SHEET NUMBER
SHERWOOD COMPANY / _�-� 200840 5
6 8 0 5- 0 9 - 4 2 5 6.0 0 \ SCALE PROJECT DESIGN ENGINEER
\ /1oDYR VEORT. 1 " =4
\ Q/ • - - REVISIONS
-L- CURVE TABLE \
CURVE # PI STA DELTA A LENGTH CHORD DIRECTION RADIUS T PRELIMINARY PLANS
THE SHERWOOD ASSOCIATION INC. - - - - � - C4 27 +97.00 010. 57' 46" 112.32' S85. 09' 38.31"E 587.00' 56.33' DO NOT USE FOR CONSTRUCTION
5895 -99- 4424.00 /Q� C5 31 +33.57 022' 48' 55 119.46 N88- 54 47.17E 300.00 60.53
CO
/ SPECIAL CUT DITCH
/ SEE DETAIL D
PROP. 42 LF OF 15" RCP TO BE USED AS TEMPORARY
® 2.87% CLASS IV CLEANWATER DIVERSION
o / PROPOSED 40' WITH FES
LIMITS OF DISTURBANCE PROPOSED 10' o / a T GREENWAY EASEMENT IN 733.50 .100YR -�0 o
GREENWAY / o INV. OUT 732.50'R E�gOD
�+
W W --- - -_ - - _ o y Y S� 100 yR
100YR
24 +00 25 +00 27 +00 28 +00 0 °
23 +00 ----- - - - - - ----------- __-- - - - - -- ------ - -
----------------22 +00 - - - - -- ------ - --------- - - - - - - - - - - - VV ETILA N D
----------------------------------------------- - - - - -- ------- - - - - - _ _ FES _- s +
F 0
--------------------- ---- r R
CW
-- - - - - -- F--- 2, -29 E -+
L \ .• � W
-- - - - _ - - - -- �--- - - - - -- - - - -- FES -- _--- _ - - -__ 3
W -' - - - - - - %� _ 40 45 -- 31-1-00
w- 1- - - � � .- - - - _,� - - l - - -- E E E E E E E _ _ _ _ _ _- E- :, `- __ - - -- - - --
E E E E FLOODWAY / :W rw
• FW FW FW /Fw 5 TONS CLASS B RIP RAP E E E'- �-.$__
,
FW -
FW FW - FW - -
• • ' ' / ' ' FILTER FABRIC = 9 SY
/ ;;rSPECIAL CUT DITCH WIDTH = 10� SPECIAL CUT DITCH
_ ,..
WOODS f- LENGTH 8 SEE DETAIL A = ------------ - - - - -- ;
SEE DETAIL C - W
WOODS / THICKNESS = 12" y y W ` `
_ / -
WOOD W Wi00DS
OOD W 'k y
FIST_ 12" V.C. SAN_SEWEE E1AI.N - -- - _ _ _ y y
- \ _ -�- _
� � IS_T�1R�EQ OFFER .' 0 D VWAY
-- -.. -..- -- - -- - - - - - - - - - - - - moo' =UND_- -- -- _- __ - - -- 30� O1Sj�j W W .�
_ - - - -- - - - - - -- WET�ANI.DS FW
_ ` BUFFER - -
-- - -- - -- - - - -
_ -- - - - -- �_ -- _ - - - - -- -- ------------ - -_ - -- - J UNDISTURBED_ - - -- _ - - - - -_ \��� - - - -- ---- - - - -'` - - - - - - - - ,�\ '^ ?S' g�� e(JF W W ,. •.v �
- - -\ - - _
_ UNp� � FR
\ _ _ _ %(/ � � _ •Y •Y .. `Y `Y •Y �Y.. . L ,y J. Y Y � /� � �� •Y W •Y •Y •Y Y
\ _CREEE BANK gAN� / -� - - - - = -
- � CREEK \ � � v. .v .v .i'
� �FFeR -� -� - -- -
`_ ` •Y- � _Y- Y Y Y Y Y Y Y •Y •Y •Y J J •Y Y Y
MUDDY CREEK TRIBUTARY FW FW _ ,� i� �, _,�__ xlsT. ,�"_V� s,�,- SE►�ER __,= _ _
_ X11 rtUJtl; I /812) /' .FW /812)
FW FLOODWAY �� - - -- - -
FLOnPWAY FW FW
C�K
0 100YR -0 Fw AN� \\\\\��_�� ------- � /_- - / -/ -
{ �- CREEK_ g�N
C
� 100 YEgR Fw \ R�BgN= ---- - - - - -� � � .� -
R
SHERWOOD COMPANY 10 °Y 1 FLOOD
i i aw
FLOODWA
5895 -98- 7651.00 00YFY - Fw
�000 , FW _ FW 100YR�
100y F 100),k 1p0Y� MUDDY CREEK TRIBUTARY
�p \ E.I.P.
750
740
1 UJ -H. F LUUD ELLVA I IUN
VPI S-M: 26 -6600
VPI EL.- 7Z2.00
I PNfRTI-I' fill 0(1'
k: 2 6.81
VPI S-1A: 28 -40-00
bf : EL. 7W.00
I ;-NGTH 60 nn'
IC 2 0.6 5
VPI cT #- `Q a,aSi n7
VI'I EL: 735.2E
LEND iii: 60.00'
Ko 12.25
750
VPI STA: 31+79,28
w1 _L: /,55.9b
LI =NCTH: 7E.00'
K: 1,L6.26
" 740
Q 147
i
0.50%
710 22 +00 23 +00 24 +00
25 +00
26 +00
27 +00
28 +00
29 +00
30 +00
31+00
Q
Lq +
J
as
>;
32 +00
730
720
32 +sb°
DITCH DETAIL C
SPECIAL CUT DITCH
(NOT TO SCALE)
e� Front
Natural of Ditch
Ground dr 3*1 D 3, Slope
.l- PSRM
B Min. D - 1.0'
Max. d 1'
Type of Liner - PSRM B - 2'
26 +25.00 L RT - 28 +50.00 L RT
DITCH DETAIL D
SPECIAL CUT DITCH
(NOT TO SCALE)
er Front
Natural of 5 Ditch
Ground 31 Slope
B Min. D - 1.5'
Type of Liner = GRASS B = 1'
28 +50.00 L LT - 30 +51.55 L LT
DITCH DETAIL
A
SPECIAL CUT DITCH
(NOT TO SCALE)
- -
- - - - -
15„ RGP-/
0
0.,
0
730 - -
(_,
- - --
___ - - - -- - - _
= 1.0'
o
j N
_ �► -
U
0)v
J
r, 0
-L
O
O
`� �fi
,T r
`: r
0
~
U , N
O
7
w
j
z
w cn
MF
Q UC
00
L7
Z
Z_ Ajv,,
720 „ -
�-
LL m '>
710 22 +00 23 +00 24 +00
25 +00
26 +00
27 +00
28 +00
29 +00
30 +00
31+00
Q
Lq +
J
as
>;
32 +00
730
720
32 +sb°
DITCH DETAIL C
SPECIAL CUT DITCH
(NOT TO SCALE)
e� Front
Natural of Ditch
Ground dr 3*1 D 3, Slope
.l- PSRM
B Min. D - 1.0'
Max. d 1'
Type of Liner - PSRM B - 2'
26 +25.00 L RT - 28 +50.00 L RT
DITCH DETAIL D
SPECIAL CUT DITCH
(NOT TO SCALE)
er Front
Natural of 5 Ditch
Ground 31 Slope
B Min. D - 1.5'
Type of Liner = GRASS B = 1'
28 +50.00 L LT - 30 +51.55 L LT
DITCH DETAIL
A
SPECIAL CUT DITCH
(NOT TO SCALE)
Front
Ditch
0
0.,
Slope
Natural 9S
Ground D
o3.f M
ok
F/ofre,
Type of Liner - GRASS Min. D
= 1.0'
28 +50.00 L RT - 30 +00.00
L RT
ADAMS EGLOFF PROPERTIES LLC
6805 -19- 0240.0
; PECIAL CUT DITCH
:8EE DETAIL E
Cam, BE USED AS TEMPORARY,,,, \
' CLEANWATER DIVERSION
�l
33 ` ••�••• ' SHERWOOD COMPANY \ \\ \ \
- - +00' PROPOSED 10' / \
Q 6805 -19- 2109.0 \�
° -- GREENWAY
SHERWOOD COMPANY / c
- -4 +0p 6805 -19- 3240.0 �� ►�� i
CZ
-�- - 3g 700 Y
luo
V 010
� a
> t?
--------- - - - - --
Doti �. _
M----- - - - - --
-INSTALL CONSTRUCTION ENTRANCE
�e - PER EROSION CONTROL DETAILS
ED PROJ�
STA: 42 +99.36
Ce \ \
� \
n \ yA \ \
`, `_ V -�- - �_Ikz
_ loov' . 1bo 1p0yR G� �p /��' ` %` \ \ \ 171 \ \ \
ADS GREENWAY �EAS�MENT - ` 0 \ \ \
V_ .Sp .. <. F - _- 100YR
V Coq ��-� ` \ �� y� ` ! ` �- ER 100YR /'�
/' - - /
� w V. � � �� CU%,� � `� -� \ `'�� 1\ S � `� -� \ EQ� � [i � 0� - - - - - EXIST. 12" ,toot ' W � � C11-
u � v V, Q�T - STD \ \5� � FER - - V.C_SAN_SEWER MAIN
v Fjgc/ �'!y _ �\ 0\ __ gUF , (PROJECT 781 - - - - -
�q
SHERWOOD COMPANY V. W/ TLAWS vSTI�' 3g♦ `` \ ��5- REEK BANK �" �� C
�---------- - - -1\ V_ ,.� \ t i RFFk 6805-19-5221.0
OO
IN
° - \� ^� j /i .� PROPOSED 10' \
?1 /
-+ ' / '. GREENWAY `
ol
� - „PROPOSED C CRETF
V_ - - RR&ABF�ICpFf BRIDGE
- _ \ "SPECIAL,,CUT bI CH j / 100YR / EX
•�\ 2222_ -.,\ - -- - � __- ,' ���� - \ ��� SEE,•E77ETAIL`.A �`.� � / ,'• €kl �4 •Rcp.. /� -------- --
- -- -- - - - - -- , v / h vvO�pROJfC 78 2wER MA
1o00Y YE Fw \`\��� _ •A ••r' '•t`� '\ -� E- - -_ - =\ /'L100� J% Q //' K`�_ /� C10_� i� -� •.14YR• "�••
OO Fw FLOODWAY CIL CREEK. K B / •4f FPS F
vv
F / p _ ` _ 100YR �- -�_ 'o0 37+ 1 F •:• -- � � E l Fw 70,y
Fr,aY - - / MUDDY CREEK TRIBUTARY
FW
C_ -------- - - - - --
-L- CURVE TABLE '
CURVE # PI STA DELTA a LENGTH CHORD DIRECTION RADIUS T \
C6 33 +44.33 004' 38' 31 " 24.3 1 ' N79' 49' 34.99"E 300.00' 12.16' \
C7 36 +66.30 042' 09' 07" 26.48' S76' 46' 35.97'E 36.00' 13.87' \
C8 37 +45.67 046' 11' 46" 60.47' S78' 47' 55.34'E 75.00' 31.99' INSTALL STREAM CROSSING AS
MAY
C9 39 +77.15 024' 33' 07" 64.28' N65' 49' 38.27 "E 150.00' 32.64' NEEDED. ACTUAL LOCATION VARY. USE 1 -36" PIPE. SEE
C10 41 +44.78 055' 06' 35" 96.18' N25' 59' 47.17 "E 100.00' 52.18' DETAIL SHEET EC -2.
C11 42 +33.47 049' 21' 29" 43.07' N23' 07' 13.97 "E 50.00' 22.98'
C12 42+74.18 049' 07' 00" 25.72' N23' 14' 28.65 "E 30.00' 13.71'
770
760
750
9�lr •'•. ;•,', r '`5 UNDlS7-VRBED _ �;.� -- ���--- ������'•' �� °� i - -- ; y� _. - - -- •' -�. ••�, I
� - ' BUFF R -- -- 1� =�;�- Tj - • � , - -•-�q� _ � F�. ,.�
A Fw
MUDD�' Cj��i -FW FLOOpwA \ i THE SHERWOOD ASSOCIATION
YFgR �� TRIBU7' Y FW FW \-c /\ \ / ED 400 5895 -99- 4424.00
A PROPOS
FW �_ �
10 R FW GREENWAY EASEMENT
OOQ OOY� Oy D01 °O�RYEgR FL�OD 100YR Fw
100Y FW j
Fw FLOODWAY
FW F W
\ DO YEAR ic LOOD
\ o
\ \ 700Y
VPI Slk 36- 40.0& VPI STA: 37 +38.11 VPI S1A: 38 +19.66 �\
\eI EL: 743.25 VPI EL: 74:3.251 VPI =L: 744.05 i
LENGTH 81.4.0' LENGTH: 3C.00' LENGTH: 110.00' � 5 . 03
VPI Slk 35 -00.00 K W.OD K; 30.01-
bPl EL: 740.97
LENGTH 2,9.32' -
K 75.OD ®- r
i
=NE BRIDGE /
STk 3 7+11.44
E�'AT U IN _ ' _ - =L: 743.25 y
Qnq - i l
-�� .
I00 -0,00 1.00% f - -- - - - - -� ��
.............. ,q
0
1loo -
_ .� BEGIN E3RIDGE � � / 1� �
740 .a5go _ _ _ J _ _ - 5 .Ab +t5b.34J �� _ '
'r
EL.: 74325
i
J
00
r- 6 V)
+ J
w<
J� Z
w (n
0
730 33 +00 34 +00 35 +00 SS w
M
�O)
N +
EEG N SPECIA_ CUT DITCH LT J<
'VPI STA: 57- 00, 0�_ w (n
VPI EL: 739,28 a
36 +00
37 +00
38 +00
J
C _
L0_
7) 04 0 J
a0 + J
4� U Y
1HaZ
1J (/) U) Z
o
L
dM
39 +00
40 +00
CITY OF WINSTON-SALEM, N. C.
PROJECT NUMBER SHEET NUMBER
200840 6
SCALE PROJECT DESIGN ENGINEER
HORIZ. 1 " =40'
VERT. 1 " =4'
REVISIONS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DITCH DETAIL A
SPECIAL CUT DITCH
(NOT TO SCALE)
Fron
Ditch t
Slope
0
Natural LI s.,
Ground 3.1 D
o� Ma+
ohe,
Type of Liner - GRASS Min. D - 1.0'
37 +00.00 L LT - 37 +30.34 L LT *USE PSRM*
37 +30.34 L LT - 38 +25.00 L LT
DITCH DETAIL E
SPECIAL CUT DITCH
(NOT TO SCALE)
�ottor Front
Natural of Ditch
Ground 3•� D �� Slope
B Min. D 1.0'
Type of Liner = GRASS B = 1'
30 +51.55 L LT - 35 +50.00 L LT
NOTE: EXISTING SEWER EASEMENTS ARE NOT SHOWN FOR CLARITY.
SEE P -DWG FOR EXISTING SEWER EASEMENTS.
NOTE: ADJUST ALL SEWER CLEANOUTS AS DIRECTED BY THE
ENGINEER TO MATCH FINISHED GRADE.
VPI STA: 42 +42.95
VPI EL, 756.73
_ENGTFI: 75.C8
<: 19.'25
i
770
760
i
/
750
II II
uo
C 0 =) v
V)
ao Q
.1 q O
�w
41+00
42 +00
43 +00
740
44 +ODD