SW4190902_Plan (Set)_20191105

CIVIL SITE PLANS:
.CIRCLE K R&R 2723188
RURAL HALL, NORTH CAROLINA 27045
FORSYTH COUNTY
ARCHITECT: OWNER: DEVELOPER: CIVIL ENGINEER:
JAMES E. WILKERSON, A.I.A. CIRCLE K STORES INC CIRCLE K STORES INC TIMMONS GROUP.
WILKERSON ARCHITECTS, LLC PO BOX 52085 ANDY PRIOLO 5410 TRINITY ROAD
119 EAST TALLULAH DRIVE PHOENIX, AZ 85072 1100 SITUS COURT SUITE 102
GREENVILLE, SC 29605 SUITE 100 RALEIGH, NC 27607
PH: [phone] OFC RALEIGH, NC 27606
PH: [phone] CELL PH: [phone] PROJECT MANAGER:
FX: [phone] FAX FAX: [phone] BRIAN DOWNS
[e-mail] [e-mail]
PH: [phone]
ENGINEER OF RECORD:
RICK BAKER, P.E.
[e-mail]
PH: [phone]
SITE PLAN SUMMARY
PROJECT:
CIFZCLE K - R&R 2723188
OWNER:
CIRCLE K STORES INC
►
PROJECT ADDRESS:
1065 BETHANIA-RURAL HALL ROAD, RURAL HALL, NC
PIN #:
6819-58-8488
DEED:
DB 003339 PG 01359
ZONING:
HB (HIGHWAY BUSINESS)
EXISTING USE:
CONVENIENCE STORE W/ GAS SALES
PROPOSED USE:
CONVENIENCE STORE W/ GAS SALES
NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP
FLOOD ZONE:
#3710681900J (EFFECTIVE 01/02/2009)
PROPOSED TRACT
1.25 ACRES (AFTER NCDOT R/W TAKING)
AREA:
DISTURBED AREA:
1.40 ACRES (AFTER NCDOT R/W TAKING)
EXISTING IMPERVIOUS
0.79 ACRES (63.2%) AFTER NCDOT R/W TAKING
SURFACE AREA:
PROPOSED
020 ACRES (16.0% INCLUDING 0.10 AC IMPERVIOUS CONTINGENCY)
IMPERVIOUS SURFACE
AFTER NCDOT R/W TAKING
AREA:
TOTAL IMPERVIOUS
0.99 AC (79.2%) AFTER NCDOT R/W TAKING
SURFACE AREA:
TYPE OF BUILDING
V-B (NON-SPRINKLERED)
CONSTRUCTION:
TYPE OF CANOPY
II-8
CONSTRUCTION:
PROPOSED BUILDING
3,819 SF
SQUARE FOOTAGE:
VEHICLE PARKING
1 SPACE PER 225 SQUARE FEET OF GROSS FLOOR AREA =
SUMMARY: REQUIRED
3,819 SF / 225 SF = 17 SPACES REQUIRED
VEHICLE PARKING
19 SPACES ON SITE, ADA: 1 REQ'D; 1 PROV'D W/ 1 VAN ACCESSIBLE
SUMMARY: PROVIDED
-
6
VICINITY MAP
NTS
GENERAL NOTES:
ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE
CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR
AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE
INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED
NO JURISDICTIONAL WETLANDS ARE PRESENT ON -SITE.
'RELIMINARY - NOT RELEASED FOR CONSTRUCTIOP
SURVEYOR:
TIMMONS GROUP
ANDY ZIEMNIAK, PLS
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PH: [phone]
[e-mail]
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
EXISTING CONDITIONS PLAN
CIA
EXISTING CONDITIONS & NCDOT TIP DEMOLITION PLAN
C1.2
DEMOLITION PLAN
C2.0
SITE LAYOUT PLAN
C2.1
PAVING PLAN
C3.0
GRADING AND DRAINAGE PLAN
C4.0
EROSION CONTROL PHASE I
C4.1
EROSION CONTROL PHASE 2
C4.2
NPDES PLAN
C5.0
UTILITY PLAN
C6.0
LANDSCAPE PLAN
C7.0
NOTES AND DETAILS
C7.1
NOTES AND DETAILS
C7.2
NOTES AND DETAILS
C7.3
NOTES AND DETAILS
C7.4
NOTES AND DETAILS
C7.5
NOTES AND DETAILS
C7.6
NOTES AND DETAILS
C7.7
NOTES AND DETAILS
C7.8
NOTES AND DETAILS
C7.9
NOTES AND DETAILS
PAGE 2 OF 5
SITE LIGHTING PLAN
PAGE 5 OF 5
SITE LIGHTING DETAILS
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
�CARp''�,
�a�Q�OF _SS/p,
SEAL
_ 22
'-
W. „
E
0
r„ N
O c:
p
E
N
W Z
U, V
W i7 AC N
dU.
LL
z
C_3
LUCoM
a � 070
ti MLAj a' �
F—
H
3:J"'x
U
Ln
d -6 d
W
to LL
p 0
0
Ln
z
Q
o�
w
ce-
Ln
uU
0
0
°
U
0)
arV
°"
U
z
.�
0
DATE
M
0312812019
0
DRAWN BY
}
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
iSCALE
AS SHOWN
00
fV W Q
�1 H
kD
rq 0
U NU
O _
rY
w N ° Uu
z CSC W
U C;d
J ov (y
< =W
Z 1 � >
0 wo
U)-J � 0
U W
Q�
CY_ Z
O oC
Z p--q
U
TL
JOB NO.
37630. 02
SHEET NO.
Co. 0
0
N
U
C
L

r
0
c
h
u
C,
c
r
a
r
r
F
L,
r
I
11 Q f�
,. � " 11 - / \11 , e\ \, / \'
�' '1)
', `
11 "I\ \
t %"
0
l
i
...
t d ' `��
/ .. , :.
EXISTING 1" WATER METER 4� SS / `� °\� Q " ��',
\ ry
TO BE RELOCATED BY / \ 11
01 , ,w
NCDOT. CONTRACTOR TO E ` z � �� �� 1,10
' �
FIELD VERIFY. I 11 , / �` '11\ z g ;y \
_�/ " - - lz� -Z� �'o — , /
\ c,
� ., % £ , q* t o
v� t /11
/ , _rr , " /
Q / I ``- o
,��_ /
! d !' � , / `
/ / ­_ /1� ,
�Q\ I
t i _ v �t I/ _ / ��
li+ I �.
11
11 / t 1 � ��, �ti \try'11-.... 1 �\ " ( £ �:i £ ! roj / ,, 4 `bk. / / <' �i�4?�7 MIAT RIAL UNKNOWN.
;P/;'' P � / �� , t `v 1�' t �j � // , , , - I-,.. k, _ 14 / ,// fd LZ fFlfr
a
1 k, / / � `4'e ` II ,e 6 ✓ s
I, I f v / 5 I V A '�" i1-1 1' �/ > w l 9 /, 11 /
/ / v ' 1vG 64' � C�/ e 11
�
.1; / I / /
/ II /� I \� t£ t#�. ~/ ��i a / tT, 541o"'7" fps
I ,I , ., 1,1_'I "_I_1,_I _I ,'/11\�\1,)�" I �"1_I ,I 11iI_, I _ /I I` /1;-'":,�./,,I.,) / I. , ,J/ / / ,gat �€ , / 1(4>,_/\-\ I (� s r..' / '/ / I� I -I r — A _/
�s` /
/ 1 ,'/ z lJ &f$/ % tom} , i i r`✓ Av -w•-"
x flw �`*, ) J ! \9 ... �.t �''9i j'g° ' f t , '� £ s f - ' 9 , 1 /t �^, ( „,,.% .e.- f '.."' -... *'"ro „ : 4 / r
< I
, "% I " , 5 y * , - . - /I
. , , 4 . I
0 /
I `1 / I10 , E01
,
// r/ �� ,' ,.� 1� / t�11 "
j . ^" I . I
% / 1I 1, I ! /1 Q * / I , �'_'k_ I /
; - 11 I 11 0 q I I / "7 * / . , / / /
; . / \ ,� I A �, 11 - ,-. 0 1 /' ;
C /
I /
,11
/ \ i / //
/ / .
111 B✓
/ \ / 1 \ _ z / r 1 II
/ /
- —, f ' �/
-� /
11
/ /
\ �' > 1
\/ _',
"W.. <i v� .2.... ".., , , � \
a
,r
_W
- ,*� "�&,, 1 414� 1 1 � . ... � ... � ` �,� . . . ........... " - " I /. ,� I ��, 11 1\
\�:
/
. \1. c / jf
/ ;r °� \ .� .. -,
's,
\11
_ u11 r, -,
�� \, \ 11 /
, , �""11/�\ m � "_.,
11
L � �� \ \ ,/
g
11
\ ��,�
...
610
\ ..
\ \ ? %/
rn-- - \ 11 r
1�1
\. \ \ 'max,,' ,, `� , / �,. \'•., i/ i/c 1 "
f / f /
fjj
\ \\ / s / /11
. ... )
%
11
-11"
\ \ j \ \ f 11
f
11 . / /� f
�N 111
c \ ", ' r ,/ ,
/ r
'44w w
�, . r
--a\ _<
v w v ///
a
11'
\ \
_ J \ .....
//
\ /` 11
¢
�..1001
—- \ \% / / /
� \ .._,
x ` \
c " //� ��
\ / / / I
v
a. 11
-'
\ v
11 \ \ / / / ��c
/ /
1, I., \ \ I ) / /
v ,///
\ \ a , / /
\ y
\ \ / /
1
',
.�1-
,,,1 I.�,"
,,, '."­­,";1
�"",""�l
,,- 1,­�,-
,� , .;,,
,.
,/"7,
�/
�I
.�
"!�,.I.�,
��"�.­
"
.�"
­ ,'",,
.7,
\ \ \£ / / /
- . - �, 11 ,�",/�,�, _1, 1,"'� " .,?"_�, �_1� 1�_,� -1� �-�, I -,I --I �-�­_,",\ ,­,I''7I—" �� , -11-01-1-�_\,_��1,, ,%,_1,\ 1�\,,�I�), " ,\ _, I-'\1_"\\ ��"(,5___,�1",1, ­��6,1__-\'I'/�I� � -, /1
", \
�"
1,�I \ I11
�
1
"
"
,
I
\
\11�\
�",\\I
1I'\ ,
1\1
\
\\�
\
I\,
\
\I"
I
I
\ \\"
1,
\\ �\
\
\ \ €
\ \ \ \\ ` \ � / / ,
\ \ \v \ N / ti `£ / / /¢ // / " ✓ ,. ,�,, ; .
�"I"�/
v Ar 0./
,_.I
11
,_
b Psi
/ / / 'o
gam' \,
\ \ ' a> � , / \i
d / v\\ °\ I. \ / // , I 1 ?\
/ ,I \ \ \\ --� �- ? / p
/ \ \_ p / / ~\V, vA
��' \ 1\ '\ /
x v v / . /
aR / \ _ -, /
/ \ \\—
o'
0ryy Aoi� 0 �cb . a :, I _'%_.
p klcv
/ � a
l,,��!ook.�
C'i lb' 40k
%ry 4 �'Q ,
qj� P� o Q Q0 �� ,'
,\\, 1r___, __, I -I �� 'I"�,,, % I I9� I
, V z , �i
/
r��or�9, e_.7"
", ,
yA1
�
°, w,, -�_
,. 0, ,-
O"' „_
V �
09
/'
�s
CE02 t /
_ ..... »i
41 ", 4
v` ." \
/\ %✓ \
/ .e �Qk 11 / , EXISTING CONDITIONS INSET - SCALE 1" = 20'
/ \ ,. — _ i
\ 1-
t o ,\
'" .,
1�
.
.
.
.
...
I
�
�
'
,
-
\
�
"
,
1,
"
\,
1
�
_
I
,
�
,,
�
,
I
�,
,
�
,
1
�
, �
I
1
� �1
�
1
I
,,
"I 14o5g`P '`\_ _ ^- _ / PRELIMINARY -NOT RELEASED FOR CONSTRUCTION
".. 6 NO 1A, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
'" , FORSYTH COUNTY, NCDEQ,. AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
IPF - IRON PIPE FOUND
G IRF - IRON ROD FOUND
• IRS - IRON ROD SET
n CMF - CONCRETE MONUMENT
Q CP - COMPUTED POINT
ABBREVIATIONS
AC - AIR CONDITIONER UNIT
RCP REINFORCED CONCRETE PIPE
R ! W - RIGHT -OF WAY
C / L - CENTERLINE
HC - HANDICAP
NTS - NOT TO SCALE
OB - DEED BOOK
PB - PLAT BOOK
PG - PAGE
SF - SQUARE FEET
INV. - INVERT
FFE - FINISH FLOOR ELEVATION
IC - IRRIGATION CONTROL VALVE
LEGEND
Q
MH DRAINAGE
MH SANITARY
MH ELECTRIC
Q
MH TELEPHONE
©
MH WATER
®
ELECTRIC BOX
QT
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
-o'- -
SIGN
ELECTRIC METER
®
WATER METER
®
WATER VALVE
FIRE HYDRANT
®
FUEL LID
0
GAS VALVE
U
BOLLARD
®
AC UNIT
Cff
MAILBOX
@
CLEAN OUT
<
GUY
MONITORING WELL
0
f
HANDICAP PARKING
AvIk
w`t a
TREE
0
POWER POLE
Q*
LIGHT POLE
0
YARD LIGHT
GROUND LAMP
DEED LINE
"..""""11- .... .......... «". .1" «_ «. _.".."."",.........,".... I..�l..«..........."."-.-,."
LINENOTSURVEYED
— -�« — ««-"« SAN— —
—SANITARYUNE
_................_."_,.�.. _'__..« X._­._. .._.__,,,-,- X....._....­
---------FENCE
— — OHp— —
OVERHEAD POWER LINE
G— —
PAINTED GAS LINE
— — UGP— —
PAINTED POWER LINE
STM — — — —
PAINTED STORM LINE
— — UGT— —
PAINTED TELEPHONE LINE
— — W— --
PAINTED WATER LINE
EDGE OF TREELINE
... ......... . _, .. __- --UFO.. _. . _
_... _. PAINTED FIBER OPTIC LINE
.—- 1111-111-1 ­11111-UCATV
PAINTED CABLE TV LINE
RIP RAP
EXISTING CONDITIONS PLAN KEYNOTES
NUMBER
DESCRIPTION
TEMPORARY BENCHMARK #1
5/8" REBAR
CE01
N = 898,514.94'
E = 1,616,087.99'
ELEV. = 959,33'
TEMPORARY BENCHMARK #2
5/8" REBAR
CE02
N = 898,194.65'
E = 1,615,869.81'
ELEV. = 947.80'
SURVEY NOTES
1. ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY TIMMONS GROUP DATED 08/17/2018. OFFSITE
TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM OTHER SOURCES AND
HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4. BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3710681900J
(EFFECTIVE 01/02/2009).
7. RECORDED PROPERTY DATA:
7.1. DB 3339 PG 1359
8. EXISTING IMPERVIOUS AREA = 0.79 ACRES
9. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
O
1-800-632-4949.
10. ADDITIONAL INFORMATION ON NCDOT TIP R-2247 PROVIDED BY NCDOT ON
10/23/18 AND 11/30/18. INFORMATION PERTAINED TO THE 100% R-2247 PLANS
SEALED ON 1/10/18.
M
00
a
<(
z
SCALE 1 "=20'
0 20' 40'
0
r-, ,4
CD c:
w a
�
N E
w u E
h- 2 �
•@ 3:
a W iR "r
w%JccN
w W _ .-t
a-U. N00
0ngM
a = I 1�1
C90 B ,
�.j (T�
x
`z< am
�-
O� �
H ,> JICT
ul
F- c ,6
H
co
o 6
Lorn
w
1_
V)
Cy-,
O
S
a
O
w
}_
0
w
Ill
U
<
z
O
>
O
>-
Z �
L_ 0
Y
U
W w
U
z z
O cc
(n w
w
Z
� 0
N
>
w
iY
E
CA
,-t
LLJ N
d rs
O a
1-4
ri
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
am
0
cv 00a
0 1� z
r—i -' <
N°°_j
u-
uj ormo 0 N T- (f)
N zz 0
z Q1 uj r
U 00 z o►
oC°z
J 0
(A z 1 � U
_j 0cy- `.�Co7
U- z
< W _j �—
u j (f)
_ P__4
—�_~
I--- U —' X
W
0 Q� =)
z p ... 11 Q�
-.
JOB NO.
37630.025
SHEET NO.
C1.0
0
5
z
ti
0
U
C
I.:
>
0)
0
4
0
w
0
Q
a
a
m
0
0
in
0
0
a
0
c
co
=
5)
c
m
0-
C
0
0
=
3
c
0 CL
cn
a)0
.0 2
0
c
m o
a C
CW
m
CL 0
0
w 9
(D
U
Ow
2 a
N
1-- ,
O.ti=..
o •3
a
c
W m
a0i o
2N
@o
U
a `o
E �8
c
U Co
-00 6
2"o
m
0 c
fO
U
'D2
c '�5
,-
o
CC)
m
a°
co 0
t
- .-.
L-

0
C>
0
n
N
u')
C14
9
0
cl)
CD
rl
.. . .........
A
N' b IPF -IRON PIPE FOUND
A�Z
TIPDO1,
IRF - IRON ROD FOUND
IRS - IRON ROD SET
44,
CMF CONCRETE MONUMENT
P - C COMPUTED POINT
P
Al
TIPD01 ABBREVIATIONS
AC - AIR CONDITIONER UNIT
RCP - REINFORCED CONCRETE PIPE
RIW-RIGHT-O
co 0r),
C / L - CEN TERL INEF-WAY
HC - HANDICAP
NTS - NOT TO SCALE
DB-DEEDBOOK
AZ
PB - PLAT BOOK
i 'N PG - PAGE
NIVF
SF - SQUARE FEET
QQ�M. RURAL HALL, LLCI INV - INVERT
k FINISH FLOOR ELEVATION
-"o FFE
WAD j BETHANIA-RURAL HALL R
RURAL HALL, NC RURAL - IRRIGATION CONTROL VALVE
X PIN: 6819-58-9686 1,
27045
r
INIV, TO FL =962. 45' 41
00
q ASPHALT
.. . .. ......
10
0
m7
... ..... .
7, . ..... aJ
0
Y........ ..
CONCRE TE
, - , , - �",: -:SZ:, - , I "', , , ,, .................
. . . ......... .
.. .... ...... ... .... . .
No
A
-y
.. . .......
V, 04
,,,N SIT"US 6OOUR, 7.- SUI,TT�F­ I
K' wklqY� uGF11
uGP �0,,, 5 IN-z
TIPD01
I_ALfielGH,`N
VACUUM..
- 5 &64 8"'
-35 ..... . . ....... 7 LI6HTPOLE y
0 NCTIONAL �A
6,�706i3 �3, A. 'k-,
G\qN GROUND ­;­ )[?t �l
A ,A �5 T, .� . ..... . .
02' G�
78s; . .. .....
SIT-JEADQ -.y
y
TIPD01065 B,5.ThAN1A­RlY RA4'WALL RDv�
TIPD01 ........ . �le
HAL'
Glo
Ilk
..... ..... .
y
......... .
T
Y� . .... ......
. ........ .
0
If
....... ....
<1\
"Z 4
< . ........
Y
.. . . . .. ........ ..
.. .... ... .
.............. //
. .........
y
NIF
/A
OMEGA SEAFOOD, INC
1379 PHEASANT LANE
..
. ..... .. . .....
WINSTON SALEM, NC27106
. . .... .... PIN: 6819-68-1481
. .........
Al
0 l
X,
r 0
A,
OA/ NN
0
66� I.
77w,
rr)
TIDnni C-3
\4
IPF
R-1291,97'
T=4524'
CB=N24 458`W,_
,C U48'
P.0.8.//
ff P, , BNG
NOT RELEASED FOR CONSTRUCTIONCh, TEGINNIPRELIMINARY
A
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
TIPD01
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
LEGEND
@
MH DRAINAGE
MH SANITARY
MH ELECTRIC
MH TELEPHONE
@
MH WATER
Fil
ELECTRIC BOX
[fl
TELEPHONE PEDESTAL
nC
CABLE TV PEDESTAL
SIGN
O
ELECTRIC METER
WATER METER
(8)
WATER VALVE
-.6—
FIRE HYDRANT
*
FUEL LID
0
GAS VALVE
BOLLARD
AC UNIT
MAILBOX
CLEAN OUT
<
GUY
(Z)
MONITORING WELL
HANDICAP PARKING
TREE
POWER POLE
LIGHT POLE
YARD LIGHT
<4
GROUND LAMP
NCDOT TIP R-2247 DEMOLITION KEYNOTES
DESCRIPTION
-NUMBER
EXISTING FEATURE TO BE RELOCATED BY OTHERS AS A PART OF
TIPD01
THE NCDOT TIP R-2247 PROJECT. PROPOSED FUTURE LOCATION
UNKNOWN. NOTIFY THE DESIGN ENGINEER IF THE ACTUAL
FEATURE PLACMENT INTERFEERS WITH THE SITE DESIGN.
TIPD02
ROW TAKING; 1,956 SF (0.045 AC)
z
SCALE 1 "=20'
2'0' 40'
CA Rol
SEAL
022
/111w
If 100
o2
0
E
Z
F-
a ul :r
Lu
U-
U. O�
z
0
57
w 0 p
m w
0
11
Z UJ :3 (71
ce
cy
6X
< <
U-
In
w
W
w to
0
U
moo,
Ln
Z
Z
0
cr,
F-
C,
>
­4
Ill
o
ON
ul)
Lu
>
U4
vi
0
0
F-
0
0)
uj
>
ui
(Ij
u
z
O
DATE
V)
0312812019
0
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
o
a
80
C
0
>
0
th
00
00 < 0 0
z
u
(y) 0 uj
iy-
<
u
0h
m CL
;7 102 1 .. 4
of
ui z
U*)
0ro
UJI co
a
u 66 U si
of
z
I
._.a._.av 2o
0 0 (5
LL au)
0 2 z
0
ui 2i
u
< *6 r_
>,
.j r co
Q.E°
U
z
0 0 0
w (D
z u
Z lVl 02
(D x
W
77 F-
6
2
0
E
0
'a
.2-0
JOB NO. 0 c
o
376cc 30.025 9
c 'o,
SHEET No. co
CL
ID "o
G1.1 w .2
L

co
N
h-
cV
cli
0
co
CD
M
N
M
M
- 1 e° ' V.
` DEMOLITION NOTES
/�11 r _ 61 / %".. / $ / / {
/ ,,/ /411 11,:'W� i / 0 1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
f I \ "h \ � . -� , f
/ , , , 'r / , I , \ , / � l MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
' ' �,% _', � � " " �/ � `_, / `"_i / /`/, 2. CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE
/ f e ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
.1. " 11" �X) I �­ , ,\ 6 " , / , . / DEVELOPER.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
/ 1 ° '- `' ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL
/ // f\ ' APPLICABLE RULES AND REGULATIONS.
% / ' ' ","I �� � � ��� / �� �d / ` � 4. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN
///.' `pi ¢� <` \• / PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
\// �/, - D01�� \ D01 0 PLAN.
%' � - , / D02 0�� / / / / 5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE
/ 0 v 3�, TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
` � % 0l< Sx \ � 6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
D
D01 I _0 / ,lg� / THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
// f/ /I11, - / D02 Dal �Q N/F �CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
/ t/ / D01 �, _. "- -" ",°�_4� m._. (,- TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
A/,F/ '� h 0 J." `'sr9 ��3M.RURALHALL,LLC. ,rr� /
/ � : / �2' BETHANIA RURAL HALL READ WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2} DO NOT
/,/ � 4 � -Qy . r - '' r/ sp D02 / ;' / / \ PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
t/ / `� ,' `' �� h°: 1 �f / � ��'�iycs RUPIN.• 6819-58-968645/ �� / �� % / / WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
('}� J��°°0� 0 D 1 q�c�s DB 3143, PG 3301 f
D02 APPROPRIATE UTILITY PROVIDER.
f \ Q Q - ,/ % " 0 .� %t.� _ 7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
/ �� " ` �j R " ��`�� Da2 'tip c �.' / = 959. 0' tl
-- / PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
�\ � �, , � E �, \ / EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
\ / / REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
Da2
/� / ° / / �J� o�. \ { / 4/ NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
J D02 000p D01
/ / \ Da2 � A \1--) } / / SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS
/ / D02 \ ASPHALT Q , \ / / / (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
/ "
/ t D02t pARIfINGLOT �` �\ 96 / / INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
/ / / /� ' \^� Q` f / fit. `�" OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
/ / D01 . `.�5 J �%� \lk �� / PAVEMENT REPAIR DETA(i_,
I I : / / , �� Da2 � ~ 2a Q `� > / / 8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
P;1. i k/ \ \ THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
�o / / ' ," ';£ °'11 is / /' / / ;a GAS Pump io `I o - - � / / IMMEDIATELY.
b /b \ ISLANos �y Da2 / �
�\ . / wf µ- me `/ / / CD07 / v T / - ---.- SANITARY EWER VI , iZ 9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
�� / , . ° / \ \ � ,f? IIL /I' ? r >' CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
IA k " , "1 ,/ / \ \ "� y°� r � 1°°' \ .4 /, FlEl D VERIFY DETERMINE UTILITY LOCATIONS AND DEPTHS.
\ /�/" i / caNeRerE g° �� � /` \ .' r a / " -1 10. THE CONTRACTOR SHALL USE N ONE CALL 811 T LOCATE ALL
:"
t / f � �, 64' Q . � "I 1
/ / Dal �y©j �/ JO f a ' _ _ UNDERGROUND UTILITIES.
/� __ __- - 11 � / � ' � / / � 11 `' � �`5�1_ � D01 ` � � 11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES
\ ; / / � € o - I �`Q� �lL PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY
`f , ` 0� CD01 �o �� S� DAMAGES TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION,
�\ --' A ,' f / � Q= � ,\ / D02 � Gj 4 12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
4?�% v
` '' - 0 �T __--- / / / ����� EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
/ , r t / �'� Df32 ;_ ---- s i t = -6'2, 79; CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
t _ /
t _l "I r ?02 ® �' iC�Tr Da2 ® SAN -` / : �- - _.. 1 ° ¢ LOCAL, STATE AND FEDERAL REGULATIONS.
`ri a�� r .�®� �® -�' \ o, c1L <?t1, O� , ! Q111
13. WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
�" / / 09 ' 4- Q ti ®, SSCO 2 �� I � J s CITY OF WINSTON-SALEM STANDARDS INCLUDING DISCONNECT FROM THE
f / t , , / ®\ O RIM - 965. / /11
�� i / � J - o QO � MAIN AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY,
� /" ® INV. TO FL = 962;45' 0 I \
IJ e\ / / ' � t _`, / 7 ®04�/ CD11 ®� D02 00 p \ /� 14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
//ul �{ i / / / a Dal ®00�/ CD05 / t /� CA STATE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL,
/f/ ® % \ I `� AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
���' UO � \ i / / 15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
/ I / D02 / J \ Q U - D02
�-- -
4.
tb4z� '�/ AgpyAr a /�Q -{� = ='==T $ REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
/ 2e �4' ! \ D02 / f ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
/ / ." / ��� CD15 1 �e CD07 �a / ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
/ ' D02 D02 kJ �'0 �` / PROPOSED DESIGN.
/ \ t �J� / \ , /., 16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
.
/ 1
`. ( \ D02 , R i r / DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
\ / Dal 02 CD20 \®�-; ; HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
, / \; Q " � \
I / _ a OG / l _ >' ", �. 17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,
/ `0 �3 �Q STATE AND OSHA REGULATIONS.
t \ CONCRETE / / ... - . I
/ 1 ,
-r 1
t�11 r \ \ Da2 CD11 `' \ , ,: \ - � \ `, 1$. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY PALES
%., Wry 9� c / / ETC, TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
i
/ ,\ �_.L - - - - \ ®\ ~� t / r „ / NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
f' ..
1 D02 \ \ \ / (WHETHER OR NOT INDICATED TO BE MODIFIED).
b "I® D02 i ;: 11-111 Q :'� 19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
I 'p, 1� �'�,�\� - ,� \ "@ GP G� J :CtR.. '€ , S:TUR .le. ,.I .,_ 2 LOCATIONS,
O CONTRACTOR
r / `, / \ : \� \ \ `, I / �:l00 11 I C©LIt? St%FTE 10
_ 0 CO CTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
D02 �c _ ` � / / / BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
r �' \ <,� I \IGN,,-SIC 2T6FIp 1 $ .�
\ �"
\ J
PI1ti. 6814$8
/ �� r
\ 0% / D�
� 3
/ � ,� � ' 3,339, ,P& 13 9 Z / , ' o�h "
\ .. ql`
/ / \ . ,'�- _ -- A 56,7f��' 34' , . ' 13a , ,A:G /
...
- \
/ _ ,_ . r11 \ \.t Da2 BTIIANI�I'1�RA 1 dALLQ ` �`' " r
\ D02 _-
- .
\ ti ;.� /11 �
j, p
o
/ -'
I A, ` \ Dal t a� ® i / s /11
v
", F I � a- \ 1,�', ­��- -­�­ .1 / "': ...... / 1"?_._ 1, 1"'�­ 1, ',��_­_,l / 1, / I
.,.w �ln,. ..�
/ c , , d ._
-
1/1. 1._✓
�. o
\ `V i .V 1­1\ , // / /
t 7,/ / / / � X CSCA\ \\ 1 \ \ \ /` .: '/ / / /
/ / � v �-11
I / / C� as'A \ \\ y� �� \ \ \1 : ( / > /11
\ \ ,,' /
*,, / i / / / -° ` \ \ 'vim cn 'A \ \ \ , _Z_ . . .. � )" / / / N/F
�z
iCl v / � \ \ �0 A CJ;t_ `. � r \ \ \ � / / � ' � / OMEGA SEAFOOD, INC.
\ i t \ - y / / / / `/ 1379 PHEASANT LANE
l z// / 2,, \ \\° \ oti �r War- \ \ \ " ; / � / " � /
µ - \ � c- / Q / WINSTON SALEM, NC27106
f / / / mac, Q v� v / / / / JO PIN: 6819-68-1481 - - -
i / / / \ \ \ \ \� %\ / ....� , / 4 / / � DB 2327, PG 3262 \\
I' \ , 11 \" , \ . ,., ", � "� :�', , -, � "I'll / / �,%, 11
/ f` A v , / ;P` / / ,)� // pa
11
�r/ /I / \ \ " �11, \ - _ 11­111.�",.',, , / / I,-
/f, /, \ ,., '\' . 1�_,_ \ \ I / / /e �,
\ /
/ / \ // \ / / / .11 ,`
" / / / \ _\ I " \ \111-1,�`l__'c,�l_"_lAl' , "I / // / / / .1 -1 � 'o
/ �l / / I \ _- I I \1 "I" , / / 190 lqz
\ / � , , ll�"lkl.11
1 /4� / // / / \ \ ., I , \ ;111 `/lN , , 119'T / /\ / / ,,,-
/ / I j / /// / \�, \ \ P/ " \ I D02 ­'­ '� ""' . I , , /
/ 'rI \ � \ //
�
/ \ J "I Q
/ v "\ 'I-`�\ , / v \/
/ t�-954
\ / / // _ r / , Y/ , \ � % I 11
f i
/ / \\\ % �,/_\_ \ . I
\ 5 /
/ / / \ ``Q > -� 1 : 1291.97' \ _..,gs,�
/ fi / \ \ `L=30,48' \
// / v T.-15.24' /
\ =N24-44'58"W
% C 30.48`._, �.._ t
1
j v l
fI `i I ­ ' ­
, \
,,^'
�� _"
O 'r ,�
1 SCALE 1 "=2a'
I
0 20' 40'
\'
1., I i
/ 1
i
(}% FBEGINN, PRELIMINARY -NOT RELEASED FOR CONSTRUCTION
- "(, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
DEMOLITION PLAN KEYNOTES
NUMBER
DESCRIPTION
CD01
EXISTING C-STORE BUILDING TO BE REMOVED. UTILITY
SERVICES TO BE ABANDONED PER LOCAL REQUIREMENTS.
CD05
EXISTING DUMPSTER PAD TO BE REMOVED.
EXISTING CANOPY TO BE REMOVED. UTILITY SERVICES
CD07
ABANDONED PER LOCAL REQUIREMENTS. CONTRACTOR TO
REMOVE OR CAP PETROLEUM PIPING AS REQUIRED.
CD11
EXISTING USTs TO BE REMOVED; CONTRACTOR TO REMOVE OR
CAP PETROLEUM PIPING AS REQUIRED.
CD15
EXISTING UST VENTS TO BE REMOVED; CONTRACTOR TO
REMOVE OR CAP PETROLEUM PIPING AS REQUIRED.
EXISTING KEROSENE DISPENSER TO BE REMOVED;
CD20
CONTRACTOR TO REMOVE OR CAP PETROLEUM PIPING AS
REQUIRED.
CD21
EXISTING PROPANE TANK STATION TO BE REMOVED.
Dal
EXISTING FEATURE TO REMAIN.
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
D02
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
v
I'- �;
a c
ua O
N
w z
�_ _r:� �
w�
a ui ,-
wci,2"�
Wm_.-i
0.. U. N OR
LuCcaM
0-=FOR
.j � al
a
x
< m
o C4,4
>1rn
�c Ill:
F_ to
a�
c, M
Ln M
Lu
M_
ui
oG
M
O
D
O
o'
0
w
w
u
<c
z
O
cac
n
O
z
O
a
u
w
0
z
O
R
V)
>
w
rn
� 0
d 1-i
o p
MEN
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
am
00
N W Q
� z
'--i cy) O
ce . Nu
o r"',=z�
z � Q
W N z GL
z zI
W66z0i
H = "
1 Q. 0 I_
Q = �..I
z I � p
57
OV) _j o W
u W
_ .J _
,J
L" 9
V � D
u
z "
JOB NO.
37630. D25
SHEET NO.
C1.G
6
c
.0
>
U
U
c
>
a,
0
r
t
a)
0
2-
0.
a
c
•o
a)
U)
-0
0
c
m
s tn
c
m
v
0.
0
A
0
5
� d.
� 0
o �
vz
c O
c
m16
E 0
-0 C
cQ
M
4 c
n
O c
V)
zN
0 w
2 a
4)
W- a,
o
�,0
0
a�
a •§
0.
> :� c@
2 -�o
U
N •O
s
2 0
Mc
4o
E o
Uc
C,
$c
70ia
�z
0
0 e
0 .o
p
U
c
c �
�c
cQ
C U
Qo
U) 0)
L
L_

"
( ff" j>jlffif
I I? {f
%.F S27
S52' / S75
Iem" S62 . 44
S63 M
r / . I`
6'
549 CS10 5'
�P�g S40 R10'
cl ��• J��oa���`��� / S30 � 51Or
36' S72 CS25
C532
C 443
S75
�Q 0 ; j r CS28
10,
51
I R5' CS26 \ (31
S52
S12 R3
�F
SGrp' R10
35
ee
i CS07
,10' STRI=ETYARD Bid E 33.7' CS34
R30'
38.9'
£S
Q°
N62054'19"W �� V � .
8.82'-'
CS25 V
CS30 /
u'l
I f
i
S27
CS24
r
S71
�0.5'P.)
37'
20'
0, �-
6' (TYP.)
CS20
1 z -
` S12
`� CS05
51
S52 161.84'
\ S58 S62 Rio
CS28
2
\� S42
3'
S54 S77
S34
41.9
S54
f \ R23' CS24
(TYP.)
s2 2
1
S74
S54
d fi S35
CS02
l f CS2
10' STRtETYARD`BUFFER
R�0291.97
L=30.48
T=15.24
=N24 °44'58" W
C 30.48
i�
S12
CS25
R3'
FLU
C515 k 10.47'
� ACS01
O,
-off -
CS26 �� O jcp
is
12 u � •� �� ,
S66
D. 7i c9
CS19
8, �� (TYP.) 46'
12.38' "
CS22
6' (TYP.)
at'
S48 7' CS29 ;
S27 ell
CS26
10'
R3' S68
R15'
• 92
m
00
0
d
z
SCALE 1 "=20'
20' 40'
2
24'6',f
SITE LAYOUT NOTES
R50'
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WINSTON-SALEM AND
NCDOT STANDARDS AND SPECIFICATIONS.
CS11 2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL
FACE OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING ANY RELATED
CONSTRUCTION.
4. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" OR
S27
(811)
(1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
}
5. PARKING SPACES ARE 10.0' WIDE X 20.O' LONG MINIMUM EXCEPT HANDICAP
SPACES WHICH ARE 8.0' WIDE MINIMUM WITH 8.0' VAN ACCESS AND 5.0'
STANDARD ACCESS AISLES.
6. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING.
7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL
S76
CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION.
8. ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE. ALL CURB AND GUTTER
IN THE PUBLIC RIGHT OF WAY SHALL BE 30" WIDE.
9. TRANSITION FROM 30" TO 24" CURB AND GUTTER IS TO OCCUR ON -SITE. THIS
'•
TRANSITION SHALL BE 10' LONG IMMEDIATELY ADJACENT TO PUBLIC RIGHT
OF WAY OR AS DIRECTED IN THE PLAN.
10. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER
WINSTON-SALEM OR NCDOT STANDARDS AND SPECIFICATIONS.
f 11. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH
WINSTON-SALEM OR NCDOT STANDARDS. DRIVEWAYS SHALL BE PERMITTED
SEPARATELY.
I 12. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, s
FOLIAGE, BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF
TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE
ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL
BE PLACED WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET
OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING
PROPERTY.
3���FBEGINNING
PRELIMINARY -NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
"
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
SITE LAYOUT KEYNOTES
NUMBER
DESCRIPTION
CS01
C-STORE BUILDING, SEE ARCHITECTURAL AND MEP PLANS BY
OTHERS.
CS02
DUMPSTER ENCLOSURE AND BOLLARDS; SEE ARCHITECTURAL
PLANS BY OTHERS.
CS05
GAS CANOPY; SEE CANOPY PLANS BY OTHERS.
CS07
UST TANKS AND PAD; SEE FUELING PLANS BY OTHERS FOR PAD
SIZING AND PAVING DESIGN.
PYLON SIGN; FURNISHED AND INSTALLED BY OTHERS. VERIFY
CS10
XACT LOCATION AND DESIGN BEFORE ROUGH -IN. PERMITTED
Y OTHERS.
CS11
AIR/VAC STATION; GC TO PROVIDE Tx6' STANDARD DUTY
CONCRETE PAD, SEE DETAIL CK-160 AND CK-165.
TRANSFORMER PAD; GC TO COORDINATE LOCATION WITH LOCAL
CS12
PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE PROPOSED
TRANSFORMER PAD LOCATION.
CS15
CO2 TANK AND STORAGE CABINET PAD; 4'X4' STANDARD DUTY
CONCRETE.
CS19
6" BOLLARD AND COVER, SEE DETAIL CK-180 (TYP.). CENTER ON
ADA STRIPING. 6' ON CENTER SPACING. SEE PLAN FOR COUNT.
6" BOLLARD AND COVER, SEE DETAIL CK-180 AND FUELING PLANS
CS20
FOR LOCATION AND COUNT (TYP.).
VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CS22
REQUIREMENTS) R7-8A (MUTCD) MOUNTED IN A BOLLARD; SEE
DETAIL CK-185.
6' WHEELSTOP AND INSTALLATION HARDWARE; SEE DETAIL
CS24
CK-305 (TYP.). CENTER WITHIN PARKING STALL. SEE PLAN FOR
COUNT.
CS25
24" CURB & GUTTER; SEE DETAIL CK-120 AND CK-125.
CS26
FLUSH CURB
DIRECTIONAL TRAFFIC ARROW (PER LOCAL CODES); SEE DETAIL
CS28
CK-115 (TYP.).
CS29
PROPOSED RETAINING WALL WITH 4' TALL NON -CLIMBABLE
FENCE. DESIGN BY OTHERS. SEE DETAIL CK-325 AND CK-340.
CS30
EXISTING SIGNALIZED INTERSECTION
CS32
PROPOSED CROSS -ACCESS DRIVEWAY
CS34
CANOPY COLUMN (TYP.); SEE CANOPY PLANS BY OTHERS.
CS43
ADA TRAVEL PATH STRIPING; SEE DETAIL CK-335.
S12
TRANSITION 24" TO 30" CURB AND GUTTER WITHIN 10' OF ROW
ON PRIVATE PROPERTY
S27
4" THICK CONCRETE SIDEWALK; SEE PLANS FOR WIDTH
DIMENSIONS
530
RIGHT IN I RIGHT OUT DRIVEWAY
S34
FULL ACCESS DRIVEWAY
S35
EXISTING RIGHT-OF-WAY
S42
DETECTABLE WARNINGS PER ADA REQUIREMENTS
S48
PARKING STALL STRIPING PER LOCAL CODES (TYP.)
PEDESTRIAN CROSSWALK STRIPING (PER NCDOT
S49
REQUIREMENTS)
S52
10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)
S54
30" CONCRETE CURB & GUTTER; REFER TO NCDOT 846.01
TYPE N-1 SIDEWALK RAMP a@ 8.33% MAXIMUM (TYPICAL - PER
S58
ADA AND LOCAL CODES); SEE DETAIL T-20.01.2
S62
'STOP" SIGN; R1-1 (MUTCD)
S63
'RIGHT TURN ONLY" SIGN; R3-5 (MUTCD)
4" WIDE PAINTED STRIPES, 2' OFF CENTER AT 45 DEGREES (PER
S66
LOCAL CODES)
S68
LIGHT POLE (TYPICAL - PER LIGHTING PLAN)
S71
TWO U-BIKE RACKS AND 6' X 8' CONCRETE PAD; SEE DETAIL
S72
2' THICK SOLID WHITE STOP BAR
S74
NCDOT VEHICULAR GUARD RAIL
S75
ADA ACCESSIBLE WHEELCHAIR RAMP AT 8.33% MAXIMUM
TIP R-2247
S77 ISCM
ACCESS AND MAINTENANCE EASEMENT
u
h �
o CO
�o 0
h E
N
w z E
W io d
�G�OGN
d LL N OR
�Oom
00
z
x
C] � .-i
�Ln
v
o�
inrn
_,
w
E-
W
D
0
s
c�
0
w
s
u
z
0
V)
D
0
z
0
a
U
ua
0
z
0
w
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
W
tV <L
N (y) 0
U NQ
U
O �_;.
z N o <
W z
z CSC �--
V � z �
:DO
J 0
Lij
u7
O �oF--
H
W V�
u
O L.j..
z r--a
u
JOB NO.
.376.30.025
SHEET NO.
C2.0
0
7
N
th
ca
3
0
E.
z
Q
a
m
O
co
co
iz
O
0)
0
v a'
o O
o
�z
CD
-22i
02
Ea
-_
n. o
z�
oW
�a
a
'6 :E
0
a :S
O �
n_
0a
(�

CP21
__mow f f �f �� 1 e`,% e � � ,Yt `� � '`�( ?. M `� i p �` �� 4
C 2U "4
v v V 17 '7 V 7, Vv v P P19
V 17 1 V 17 V P13
7 7 V '7 V '7 7 V v
v 7' 17 17 V7 V
7 17
, v
17 V 17 "vGrzu
v
V V v -
V' V V V 7V 5..
1 17 :7, 17 V 7 '7 4
V v
✓17 7 11 11 7
V 71 7 V 7 17 V V V
7 '7 V 7 v
'7 7 V V '7 V 7
X"
V V V
.-7 '7 v
'717 717
%; 'x
T"
V
P12
P13
P12
J
v Pot
P13
4,
4
N
-7 4
z P
P08
P12
�P2C 20 z
P13 P
CP20
Y.
P09
CP21
P13
(P
— OP
0
• ;A
G
00
100%
P16
r
f
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
V �7 1.
I V v 7
v V V V v �,7 V V V V v v
CC CCC V V 7 '7 '7 CC
17 '7 '7 '7 7V7VVVV v "19 71"'
1, v 7— Z'V-7, 7-1
vcvv V \7 '7 v ­­ v v
V V V
71 � V cl VI V
v V V
v
17 7
17 17 v 17 7 7 7 '7 1 °56'1 9.71
17 '7 71 '7 17
,7
7 17
'7'17'7'�
'7
V 77 J1777717 )p
7 '7
9.
9ff
4,
GAS UST INSET — SCALE 1" = 20'
PAVING KEYNOTES
NUMBER
HATCH
DESCRIPTION
Pol
EXISTING PAVEMENT TO REMAIN UNDISTURBED.
P02
EXISTING DOT ASPHALT TO BE REPLACED.
PO4
HEAVY DUTY ASPHALT PAVING; SEE DETAIL.
P05
'�\,"'DOT
ASPHALT; SEE DETAIL.
P08
STANDARD DUTY CONCRETE PAVING; SEE DETAIL.
P09
'�HEAVY
DUTY CONCRETE PAVING; SEE DETAIL.
P12
_��-CONCRETE
EXISTING SIDEW _ALK TO REMAIN UNDISTURBED.
P13
SIDEWALK; SEE DETAIL.
P16
BUILDING PAD; SEE ARCHITECTURAL PLANS BY OTHERS.
P17
CONCRETE PAVING OVER LIST TANKS. SEE FUELING PLANS
Y OTHERS FOR DETAILS.
P19
KANb1-UKMtK HAL) FLK U I ILI I Y PROVIDER
PF-CIFICATIONS.
CP20
rHICKENED EDGE; SEE DETAIL CK-135 AND CK-150.
CP21
REFER TO CONCRETE PAVEMENT JOINT DETAIL (TYP.); SEE
DETAIL CK-175.
cy)
00
z
SCALE 1"=20'
2'0' 40'
E
O
U.9
Lu
U. 00
0 pi
CO
Lu m
_j
CC
0
W ­1
Lo >rn
co
a;
Ln M
_j
0
0
Lu
u
z
0
0
CARO
SEAL
2
I N
lilt
z
0
u
(n
w
0
z
0
w
ce
0)
Lu N
ri
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
00
00
Lr) <
Z
cL
u <
u
0
z
uj Nzz
� J54
uj
U _ob
P-4 yu o
j
<
7, >
<
_j
0 0
U-
Q� I
Uuj
_r r
u
0
ry
u
JOB NO,
37630.02
SHEET NO.
C2. 1
m 0
0 ry
20
z
0_(1)
P)
0
:E
02
E
0
C: (D
M
8
5 x
D
o
L

t � �
1 /'
G01 r' G36, G27,
a� G 17
t f 965.1' ± (ME) ..
965, 85'
f 9�
TC: 965.4' ± (ME)
TC: 965.90' G36
;+
..,� �.........._. .. G27
965.3 _ (ME) --. 1
r h 0 HP TC: 965.6' ± (ME) _
�t I� / G08 NYLOPLAST INLET
tom,• Q J� = G18 T/G = 963.80
rp�" h� TC: 965.50t INV OUT 960.80 lev
1/6
CG01
rr r : \(�j� ��� Qpg . G27 ! G18 TC: 966.00'
TC: 965.90`
_ g " INV OUT 962.73
HP
6g"
� TC: 975
65 3
TC: 965.10 3 CG06 ly
GENERAL CONTRACTOR: �' ' GND: 964.50 }
PRIOR TO BEGINNING ANY CONSTRUCTION, FIEL TC: 964.90'
SURVEY VERIFY EXISTING GRADING IN RMI , FC: 965.30' `" �` 96
RESULTING FROM NCDOT TIP PROJECT. IN CASE OF T
DISCREPANCY, NOTIFY ENGINEER. < Z, G08 TC: 965.52`
.. s TC. 964.8' ± (ME) 96 50 4. CG01 965.49 4 ,
CG05 fi
FC: 965.30
, t , !NV OUT 962.95
4e wt co
,0 `a L,• yl.! l ,
O..., cc ,
965.40*00
-
964.20' �G G 17 1 1
1 j I 4 PVC
! I 964
83` �
r FC:965.32, '¢ _'
ICI 1
e t � � it
TC: 964.00' ,� CG06
�f { 963.60' �. 965.49' CG02 rn r
't 963.79' �oG _- _; t a TW: 962.10'
F G41r O FC: 965.32 C9
r/ 964.05' ,� l° �� 4" PVC BW: 961.10'
G01 4 PVC .96 R f'
r t G08 m @�
b
ta o G FC: 965.32' 46' BW:961.00`
I G16 '
a
° 4" PVC \ �6
t h ' CG06 965.02'
--963 964.05' AG
,� ^` BW:960.30'
40
CB103 96 4" PVC � CG05
FC:965.32'
r41
TW:963.50'
t
� 964A5' � C� FC:965.15'
1 G18 f f BW: 960.20'
C0 CG01
r �
4 PVC
TC: 965.35' f �. TW: 963.50'
r ' 960.60' r �' BW: 960,10'
r 9
964.05'Ak
;•
0
4" PVC TW: 964.50'
G36 G6102 964.20' ¢'' BW: 959.50'wo
i ;// if' „< t ` TC: 9, 8.90' r1 O "
�� TC: 963.00
02)
ibzul
G42 o�a
TW: 961,00
0 BW:960.50' 95$ TW:964.00'
TW: 963.30' BW: 958.00
tl � BW: 959.50' t is •QC i �'
0 i�3
r TC:963.30' 963.40' 96D
STORM PIPE TABLE - -
PIPE if
UPSTREAM
UPSTREAM
INVERT
DOWNSTREAM
INVERT
LENGTH
DESCRIPTION
SCM-101
955.00
954.00
5.27%
18.98 LF
12" PVC
101-100
952.30
950.50
2.48%
72.67 LF
18 inch RCP
102-101
955.40
952.50
2.94%
98.78 LF
15 inch RCP
103-102
958.00
955.50
4.51 %
55.43 LF
15 inch RCP
201-SCM
958.50
958.20
1.00%
30.03 LF
12 PVC
STORM STRUCTURE TABLE
STRUCTURE #
TOP
DESCRIPTION
CB102
960.00
NCDOT 840.02 CONCRETE CATCH BASIN
CB103
962.50
NCDOT 840.02 CONCRETE CATCH BASIN
JB201
963.90
5' DIA. - NCDOT 840.52 PRECAST MANHOLE w/ 2' SUMP
i1
963.70' 1. TOP REFERS TO:
d t GENERAL CONTRACTOR: \ JB101
t ' PRIOR TO BEGINNING AN ' 1.1. CATCH BASIN: TOP OF CURB
SURVEY VERIFY EXISTING GRADING IN R/W 6`L 1.2. YARD INLET: SILL
0 1 / TC: 963.50 G44 a TC: 964,00
` RESULTING FROM NCDOT TIP PROJECT. IN CASE OF
DISCREPANCY, NOTIFY ENGINEER. 8� ' ' BC: 963.50'
' TW:963.00' TC: 964.10'
� BW: 957.00' BC: 963.60'
c
o t TC: 964.30'
°-
BC: 963:$0' .Y � -�;. �✓ � Aga
TW: 956.001
n 955 BW: 955.50'
TW: 956.50' 4 z �' r G45 ;
BW: 955.50,
m 18" RCP
r jl
_ r 1 TC: 952.8'
d� FES100
Co
r
col sr.cy) `
G43
N PRELIMINARY -NOT RELEASED FOR CONSTRUCTION
m_-
M ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
M - - FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
6i
M
00
d
Z
SCALE 1 "=20'
0 20' 40'
GRADING AND STORM DRAINAGE NOTES
1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT
LEAST 3-12 BUSINESS DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES
LOCATED. REPORT ANY DISCREPANCIES TO THE ENGINEER.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES
INVOLVED 1N ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE
PEDESTALS, WATER METERS, ETC.).
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY.
4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER, THE
CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER
LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
ENGINEER.
5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
6. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
FINISHED GRADE.
7. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
THE OWNER'S INDEPENDENT TESTING LABORATORY.
8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY
WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE
TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL
SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE
LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR
THE WIDTH OF THE SIDEWALK. PROVIDE 5' X 5' MINIMUM LANDINGS AT ALL
TURNING AREAS AND TOP AND BOTTOMS OF ALL RAMPS WITH SLOPE LESS
THAN 2.00% IN ANY DIRECTION. SIDEWALKS WITHIN 5' OF ALL DOORWAYS
SHALL NOT EXCEED 2.00% IN ANY DIRECTION.
11. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
BE FOUND.
12. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT
ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE
OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO
CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
13. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING
AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING
DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
USING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
14. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE
GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR OR THE ENGINEER.
15. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF -SITE STOCKPILES AND/OR WASTE AREAS.
16. ALL CATCH BASINS MUST BE MARKED"DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
17. ALL FINISHED GRADED SURFACES SHALL SLOPE AWAY FROM BUILDING
TOWARDS DRAINAGE OUTLETS FOR POSITIVE DRAINAGE AND TO AVOID
STANDING WATER.
. GRADING PLAN KEYNOTES
NUMBER
DESCRIPTION
CG01
TAPER CURB AND GUTTER TO FULL HEIGHT OVER 10' (TYP.); SEE
DETAIL CK-135.
CONNECT ROOF DRAIN DOWN SPOUTS UNDERGROUND TO
CG02
STORM PIPE; SEE PLAN FOR SIZE (TYP.).
STORM CLEANOUT; SEE DETAIL. TO BE TRAFFIC RATED IF WITHIN
CG05
PAVEMENT (TYP.). SEE DETAIL CK-210.
CG06
ROOF DRAIN SYSTEM, SEE PLAN FOR SIZE AND MATERIAL.
MINIMUM COVER OF 2' AND MINIMUM SLOPE OF 1.00%.
G01
EXISTING CURB INLET
G08
PROPOSED 24" CURB & GUTTER (TYP.)
G16
PROPOSED ADA STALLS (MAX SLOPE 1:50)
PROPOSED SIDEWALK (ADA ACCESS ROUTE MAX CROSS SLOPE
G17
1:50; MAX LONG. SLOPE 1:20), TURNING AREAS AND LANDINGS AT
TOP AND BOTTOM OF RAMPS AND BUILDING ENTRANCES SHALL
NOT EXCEED 2.00% IN ANY DIRECTION.
G18
PROPOSED ADA RAMP (TYP.)
G27
MATCH EXISTING PAVEMENT ELEVATION
G36
LIMITS OF SAWCUT AND PAVEMENT REMOVAL
G41
EXISTING PERMANENT UTILITY EASEMENT
G42
UNDERGROUND STORMWATER SYSTEM; REFER TO DETAILS
G43
CLASS'B' RIPRAP OVER FILTER FABRIC 15' L X 5' W X 18" TH
RETAINING WALL TO BE DESIGNED BY OTHERS STRUCTURAL
G44
ENGINEER. 42" HIGH PEDESTRIAN SAFETY FENCE REQUIRED
ATOP WALL WHEREVER WALL HEIGHT EXCEEDS 30 INCHES.
G45
TEMPORARY CONSTRUCTION EASEMENT FOR NCDOT TIP R-2247
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
TW = TOP OF WALL
BW = BOTTOM OF WALL
HP = HIGH POINT
FC = FLUSH CURB
19�� CA Ro��'�
S L -
022 0
FiVGI N�.F'� �`..
f %,,,a w. /111111111100
,' f
v
o �
o
r' E
r,l
E
w z
Lu
uj
w9a'N
d
Q
N0
Z
C
°
0o
�
I-
0
z Lu
cn
� _j
u
a
� '
o
r�cj�
p
rn
Z
aT
�
Lu
i tD
H
d.
o
>
U
LhW
w
ui
cme
Ca
w
li
uj
z
0
DATE
0312812019
0
DRAWN BY
A. MAY
}
DESIGNED BY
.
B. DOWNS
CHECKED BY
R. BAKER
SCALE
.
AS SHOWN
N
Z)
U
>
N
M
`°
W
3
(\I M Q ? 0
Y I w Q
Zo r-i z J 2.
�...� 1 0 C � ro
NuUJ
N
0 _
N 0
W Zz�
N
Ce �c
W
Z =
Co
��
V Z
Cl0 0
O o
0
z
Q °a
1--i � O
Q O (�jr Qcq
ry "" �' z
1
= roo
ro N
O p =
z 0
o�
�Q
X
o
o '§
Q�
} _
y Y
2 ro
U N
N O
ro.
2
ro c
o
ao
a
U_
ro
0C
2 �
JOB NO. y c
N CO
37630.025 C
-0
SHEET NO. a o
C3.0
L_

M
N
ti
N
tdj
0
M
m
N
M
M
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO
t FINES AND PENALTIES ISSUED BY DEQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY
THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT
/r IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
1 I 4'``� , 'T GRADES SHOWN INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE
GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN ARE
FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES, NO WARRANTY IS
GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE
Ff t tl t' CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
t e\ EC106 7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO
,t y 4Fh,n f
ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
r i _ 8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER
i Off` 0 EVERY RAINFALL EVENT.
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.
10. PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL FROM THE
SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL
SITE IS UTILIZED THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
{ �� DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR
t j i �`a, , THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
/r
V P �, M
�V� 11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50, FROM ANY DRAINAGE STRUCTURE.
12. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
--M...Vw �� � � ,� f ,� • I` Ott .Q 0 ;," �` ,, �. ��. � € � l
jj,13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER, OR
r I OTHER GOVERNING AGENCY.
PARKING LOT
ASPHALT
``""^w b t z f °; ' `/ :•3$' f }� ``•,, ""` ��` `x
yf� � � � p �p""� ```�,,.�" �, fir;'�
j GAS I Uhf
� r�� " • �° I � a /� �CONCRETE
s 1 �%/ "*t. s f.
SF /�F A
7y
x!
1..
-� Ec1o7
'-
g' Jj
�w!
CONG e 7 ✓ � � t
goy
• \ �J
CH� f'
- i) C
SY
IWO* EC104 J/
r
F #7
10
�©2-
: r
SCALE 1 "=20'
r`' a 0 20' 40''
' TOTAL DISTURBANCE = 1.40 AC
saPRELIMINARY - NOT RELEASED FOR CONSTRUCTION „ry
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1. OWN ER/DEVEL PE O R/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION
CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION
OF CONSTRUCTION.
2. OWNERICONTRACTOR SHALL NOTIFY NCDEQ DEMLR (WINSTON-SALEM, NC) AT (336)
776-9800 A MINIMUM OF 72 HOURS BEFORE START OF CONSTRUCTION ON EACH PHASE.
3. ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS SHOWN IN
PHASE 1.
4. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON PLAN. INSTALL SILT FENCE, SILT
FENCE OUTLETS AROUND THE PERIMETER OF THE SITE. DISTURB ONLY THE AREAS
NECESSARY FOR INSTALLATION.
5. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER
OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED
NECESSARY BY INSPECTOR.
6. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT
LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
7. NOTIFY NCDEQ DEMLR (WINSTON-SALEM, NC) AT [phone] FOR AN INSPECTION
AFTER THIS IS COMPLETED.
8, PROCEED TO PHASE 11 OF THE EROSION CONTROL SEQUENCE WHEN PHASE I
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
NOTES:
• THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE
AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED
SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON
SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING "SELF
INSPECTIONS" INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION
MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF INSPECTION"
REPORTS WILL BE MAINTAINED ALONG WITH THE "NPDES" INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL
DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE
STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL
PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED
BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT
ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
• ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY
OPERATED MINE OR ANOTHER APPROVED SOURCE. ANY SOIL WASTE THAT LEAVES
THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED
CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D).
DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A PERMIT
REVISION FOR THIS APPROVAL.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER
DESCRIPTION
EC101
LIMITS OF DISTURBANCE
EC102
SILT FENCE; SEE DETAIL (TYP).
EC103
SILT FENCE OUTLET; SEE DETAIL (TYP.)
EC104
TEMPORARY 25' X 1 OO'CONSTRUCTION ENTRANCE; SEE DETAIL
EC105
TEMPORARY INLET PROTECTION; SEE DETAIL (TYP.)
EC106
TEMPORARY CONSTRUCTION EASEMENT
EC107
STOCKPILE AREA
EROSION CONTROL LEGEND
TPF TPF
TREE PROTECTION FENCE
L U rmv�m w
LIMITS OF DISTURBANCE
— — — — — — — — — — — — — — — — —
STOCKPILE AREA
SF SF SF
SILT FENCE
SF/TPF SF/TPF
SILT/TREE PROTECTION
COMBINATION FENCE
POROUS BAFFLE
-------
TEMPORARY DIVERSION DITCH
-- — -- — -- —
CLEAN WATER DIVERSION DITCH
SILT FENCE STONE OUTLET
EMERGENCY SPILLWAY / RIP RAP
APRON
CHECKDAM
CONSTRUCTION ENTRANCE
TEMPORARY INLET PROTECTION
TEMPORARY DOUBLE INLET
PROTECTION
CONCRETE WASHOUT
WATTLE
HORSESHOE INLET PROTECTION
SKIMMER
CA "
SEAL
022530 =
"!� F IN,
III
W.
v',
o
� o
E
N
W 2 E
d w
o W iB d'
WVcxr4
tY W
d EL N W
Lu0CD
z
X
odGacn mu-
p in
i at- �
Hko
Q �
Lnrn
w
N
z
O
a
u
in
UJ
0
z
O
W
tY
0)
.-t
uj
r
O �
r.,
DATE
0 8,12019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
am
00
N W Q
� z H
H
r (1r") 0 W
NQ
z �
w Nz.,�
z oC '
u 06 z
o Z
O
z U
ce
O o Z
LL O
u LU V
< 0
_ z ce
U LU
o Q�
z E("""""�� oC
�../
JOB NO.
37630.025
SHEET NO.
C4, o
�O
o�
°z
CD
:2
0
—0
CD
C CD
ro
1 0
a=
z
�n
Z
In
x
o
0
a�
.§
a� m
>_e
Z�
w o
f4 C
o
a
U N
06
Na
ro
U
o c
o
U
-2
C y
ro �
c p
ro U
a°
(DO
C
A

M
r-
N
Q
0
M
m
M
M
M
m
�f 9 GENERAL EROSION AND SEDIMENT CONTROL NOTES: PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND
\ 1. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS. ASSOCIATED WITH PHASE I EROSION CONTROL.
f 0 2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
c F f R 2. INSTALL CONCRETE WASHOUT AS INDICATED ON PLAN.
ff` I dj-' fl` 3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO 3, BEGIN BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED
\ :r f FINES AND PENALTIES ISSUED BY DEQ. SITE APPROVAL BEFORE THIS PROCESS BEGINS. ALL FILL SHALL BE BROUGHT INTO THE
A.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY SITE AND EVENLY SPREAD OUT THROUGH THE SITE AS SHOWN IN LIFTS OF NO MORE THAT
.f THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT 1.0' AT A TIME. FILL SHALL BE ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS
f f ff h IN NO EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR PLACED.
t 1 f c 7 f GRADES SHOWN INCORRECTLY. 4. BEGIN INSTALLATION OF THE STORM PIPE SYSTEM. INSTALL STORM DRAINAGE SYSTEM
,i f ff 5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE FROM OUTLET POINT (LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE
ff /Ap, / �� ` `� GEOTECHNICAL ENGINEER. UTILIZED AT THE END OF EACH WORK DAY TO ASSURE PIPE NETWORK IS NOT INUNDATED
/ 6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN ARE WITH SEDIMENT.
FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS 5. INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES,
'9 GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS. ALL OPEN TRENCHES FOR
f €� CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE. UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION
7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH WORK DAY TO BY PILING EXCAVATED MATERIAL ON THE UPHILL SIDE OF EXCAVATION.
! EC207
p ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS, 6, INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
if tjI 8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT
f f I t f EVERY RAINFALL EVENT. ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF. ISSUES. ALL MEASURES MUST BE INSTALLED PER PLAN DETAIL. ENSURE CONSTRUCTION
10. PROVIDE NCDEQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE EXCAVATED SOIL FROM THE TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
ftf I&' Q��Pv S�Q ' SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL 7. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
A\ s
Qvpry �O�, SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND • FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY
�.. GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF
�ii 1J �� C� ; ` S DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR
��e
FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7
° / THIS PROJECT TO NCDEQ. THIS AREA MUST ALSO BEAN UPLAND AREA. DAYS,
f (J P / 11. CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
-6 • PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF
N� I; QJ 00 •:` c5° / 12, TFiE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS. THE SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING
t F ` �' / 9 13. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER, OR
` UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR
-- OTHER GOVERNING AGENCY. PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
EC2O8 art 14. AT COMPLETION, CONTRACTOR SHALL FLUSH AND REMOVE ANY SEDIMENT FROM STORM SYSTEM. •.. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
�,
� � // WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
r / % ti (~ 8. INSTALL CURB &GUTTER AND GRAVEL BASE.
y (1 �" ]'^^ E
t
9. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION
` i t CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE. EROSION
• r� CONTROL INSPECTOR TO OBTAIN SIGN -OFF ON THE PLANS.
;
10. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER.
SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE GLEANED OUT
BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE
I
f e i f 1j O/6 REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
> /i 4 1 r u� It ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, CALL THE STORMWATER
INSPECTIONS REGIONAL COORDINATOR TO REQUIRE AND INSPECTION AND OBTAIN
t
F
f f 10 % APPROVAL TO REMOVE TEMPORARY MEASURES. SEED OUT OR PAVE ANY BARE AREAS.
f / 4
\ , DO NOT
REMOVE
REM VE TEMPORARY MEASURES WITHOUT PRIOR STORMWATER INSPECTOR
APPROVAL.
12. ONCE TEMPORARY MEASURES ARE REMOVED, THE SITE IS STABILIZED, AND ALL
r
...�-�� , ,✓ .,d'` ;; `�;;� i .� ,�` � �a � d � � r PERMANENT STORMWATER CONTROL MEASURES HAVE BEEN CERTIFIED AND APPROVED,
t q f r f r SCHEDULE A STORMWATER FINAL INSPECTION. FULL STABILIZATION ON THE ENTIRE SITE
IS REQUIRED IN ORDER TO OBTAIN A CERTIFICATE OF OCCUPANCY.
964 f 13. ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT
AND OBTAIN A CERTIFICATE OF OCCUPANCY.
f f i v F 4 f
l . f �� ♦ ' 4 / to
SCALE 1 "=20'
now
?,
0 20' 40'
TOTAL DISTURBANCE = 1.40 AC
PRELIMINARY - NOT RELEASED FOR. CONSTRUCTION.. ,M
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
EROSION CONTROL PLAN -PHASE tl KEYNOTES
NUMBER
DESCRIPTION
EC201
LIMITS OF DISTURBANCE
EC202
SILT FENCE; SEE DETAIL (TYP.)
EC203
SILT FENCE OUTLET; SEE DETAIL (TYP.)
EC204
TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; SEE DETAIL
EC205
TEMPORARY INLET PROTECTION; SEE DETAIL
EC206
CLASS W RIP RAP OVER FILTER FABRIC 151 X 5'W X 18"TH
EC207
TEMPORARY CONSTRUCTION EASEMENT
EC208
STOCKPILE AREA
EROSION CONTROL LEGEND
TPF TPF
TREE PROTECTION FENCE
ammmmmommmmomm LOD—m-awAmmmmovowIrIffm
LIMITS OF DISTURBANCE
— — — — — — — — — — — — — —
— — — STOCKPILE AREA
SF SF SF
SILT FENCE
SF/TPF SF/TPF
SILT/TREE PROTECTION
COMBINATION FENCE
POROUS BAFFLE
-----►
TEMPORARY DIVERSION DITCH
` — — ` — -- --
—
CLEAN WATER DIVERSION DITCH
SILT FENCE STONE OUTLET
EMERGENCY SPILLWAY / RIP RAP
APRON
CHECKDAM
CONSTRUCTION ENTRANCE
TEMPORARY INLET PROTECTION
TEMPORARY DOUBLE INLET
PROTECTION
CONCRETE WASHOUT
WATTLE
HORSESHOE INLET PROTECTION
SKIMMER
E
O
o c
w o
h E
N
w Z E
C] Lu 'q-
Lu rj
a. {LLu N
LuOpm
D_ J_
_j
x
Ln
ON
o�
ri
u7 Ol
w
z
O
t:
ce
U
Ln
w
0
z
O
w
ce
rn
L ;rV
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
00
N ooQ
� z N
r-I rq 0 W
N u
z CL
w N z°
J
z pCO
uj
u 06
:DF-
J
O
z I U
O o z
LL o
H
LL! ; cn
J
9w
Q
z I --a
U
JOB NO.
37630. 025
SHEET NO.
C4.1
a
ro
O
a)
�pQ
�0
2 CY
Q C�
BZ
v0
2 �
0
E o
c �
ro
0-
0
a(D
o o.
�x
F-
o�
CL
2 .3
N (�
N 4
� U
v C
ro 0
w°
Eo
C
oro
0 �
0
co
U
C L
ro �
0
c�
ro
Qo
k-
0

M
N
CNI
O
0
co
M
N
M
M
X '
Q I //
/i zo�
/ I
xv
01
i y"
M
o 0
Q
n z
SCALE 1"=20'
0 20' 40`
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
,RSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
961
l • A
A
►eeeeeeeee�eeeeeeeeeeeee�ee� • . ..
eeeeeeeeeeeee♦
►eeeeeeeeeeeee� a •. r
�eeeeeeeeeeeeeeeeeeeeeeeee� . ; . r . .
�eeeeeeeeeeeeeeeeeeeeeeeeee r
A�e�e�e�e�e��
-SLOPES • iw . . REFER
•
SECTIONOF - • r
STABILIZATION AND MATERIALS
HANDLING
i M
REFER
TO NPDES STABILIZATION• r
DETAILS FOR ADDITIONAL REQUIREMENTS AND
INFORMATION.
EROSION CONTROL LEGEND
TPF TPF TREE PROTECTION FENCE
mmmma-z-AwomwAmmm L0DmwwwAwmmmwAwmw=LIMITS OF DISTURBANCE
- — — — — — — — — — — — — — — — - STOCKPILE AREA
SF SF SF SILT FENCE
SF/TPF SF/TPF SILT/TREE PROTECTION
COMBINATION FENCE
POROUS BAFFLE
--�►- TEMPORARY DIVERSION DITCH
-- — — -- ` — — CLEAN WATER DIVERSION DITCH
SILT FENCE STONE OUTLET
EMERGENCY SPILLWAY i RIP RAP
APRON
CHECKDAM
CONSTRUCTION ENTRANCE
fa TEMPORARY INLET PROTECTION
TEMPORARY DOUBLE INLET
PROTECTION
CONCRETE WASHOUT
WATTLE
HORSESHOE INLET PROTECTION
SKIMMER
�����tstittrrr�
CA Ro!l
oFEss�a, �9
Q� EA =
22530
e! d 0
E
CD CDc:
0
�E
N
w z ,-,
w V rr N
¢U-00
a N. N
0� M
a.OR
­j
HUJ
tn�
X
< @
�L
aON
Lin�
uj
F_
z0
Fa-
U
V) O
Ul
tJ
Z Z
0 w
w
H 0-
Z
wo
ce —
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
am
0
i.f) 00 Q
a
O�/
Ids
12mo
U
z c
ujN 04 z
(e (e ' n
'
W
U �
J
° uj
U) z I CL
O oLL
z c� I
z
< WJ
J =
GL�
O 0
z H cy-1
0 u
JOB NO.
37630. 025
SHEET NO.
C4.2
6
c
.a
6
U
C
L

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGp1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling;
sections of the NCG01 Construction General Permit (Sections E and P, rsaelver#y. itia
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND ST
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) Nigh Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4.1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Nate: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieve
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
temporary grass seed covered with straw or . • Permanent grass seed covered with straw or
other mulches and iackifiem
other mulches and tackifiers
* Hydroseeding
• Geotextile fabrics such as permanent soil
. Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
v P;la?si Sheeting,
inritta mulch
l
• Uniform and evenly distributed'ground'rover
sufficient to restrain erosion
• Structural methods such as concrete, asphaltor
retaining walls
• Rolled erosion control products with grass seed
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR list of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures,
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculonts and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1, Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leafs and repair as soon as feasible, or remove leaking equipment from the
project,
4, Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected,
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e,g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
S. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers,
PAINT AND OTHER LIQUID WASTE
1, Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site..
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with property operating unit.
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
fimi4iiA�l I
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01 / 19
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the, two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if.applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4, Do not stockpile these materials onsite.
PART III
SELF -INSPECTION,
RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or
site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection
may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the inspection Record.
..... _...__....
-
Frequency
inspect
(during normal
Inspection records must includes
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
if no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shaii be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
fvi
7 calendardays
2. Date and time of the Inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 Inch in
property,
24 hours
S. Description of maintenance needs for the measure,
6. Descri Lion, evidence, and date of corrnctiveactions taken.
(3) Stormwater
_
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDos)
and within 24
3. Name of the person performing the inspection,
hours ora rain
4. Evidence of indicators of stormwater pollution such as oil
event> 1 0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Descri inn, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible Sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event? 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsfte
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) ofthis permit
of this ermit.
(6) Ground After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2- Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible. _._. _.....-___ ..___ _ ..._. -._ _.._._. _. _......._ --- . ___--
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.;
E&SC Measure shown on the approved E&SC
Plan. This documentation Is required upon the
-
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed,
initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate compltoonofth e
_-___. --.___........ .. .. w._w __w.-_ __.
construction phase
- __
.pp. -_......._...-.__...-.
(c) Ground cover is located and installed
initial and date a co of the approved E&SC
PY
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report,
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
1 - le records 'n lieu f the required paper copies will be allowed if
electronlcal y availab reco s l o eq p p p
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
IAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he -shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and other Requirements
_
(aJ visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
.................................................-...._.................__...._.._._........
with the federal or state impaired -waters conditions,
_._.._.........:...._.._.......-_..__............. ......._.... .... ....._.._...
(b) oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances. per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)j
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance • Within 24 hours, an oral or electronic notification.
with the conditions . Within 7 calendar days, a report that contains a description of the
of this permit that noncompliance, and its causes; the period of noncompliance,
may endanger including exact dates and times, and if the noncompliance has not
health or the been corrected, the anticipated time noncompliance is expected to
environment[40 continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)j prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGOI SELF -INSPECTION, '".ECORD�EPING AND REPORTING
EFFECTIVE: 04/01/19 1 PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
\yy1tt CA
a 111r+rrrr/
` oc��SS
(p,�q �9
s _
0 530
_ F�GIN�F'�
rllllill��
E
0
� c
r, a
I`•.
"
N E
W Z :N
F-
i- as
`�
iY
cu
LU
LLucUj�i„
< LL
- co
Lu N U.
O
s`
0 M
�OaM
cl
z�Q
�
uO
as
Ln M
2
H
C?
W
E
o
>
UJ
w
iW-
tri
O
C7
O
rr
F-
w
'a
>
w
LLJ�
o
p
0
4
O
DATE
0312812019
O
DRAWN BY
r
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
!
SCALE
AS SHOWN
am
0 00
fN 00
ko
t W I i
U N < <C
C90 r%s:r F'
Z �W- 0
w N o
W Z
U 06 z <
CY
W
U) Z 1 � O
O/ �;:;p
i.i. i U7
LU ; W
rrrJ a a
_ _
I-
U
a
o 0
U
JOB NO,
37630.02
SHEET NO.
C4.3
i

a
\.
Lei;
f cv
CU37
MI, 46590 4" PVC
. ,
INV TO END 9,59,60'
g
C003
CU31 INV OUT 961.88
CU24
4" PVC
�GT02 ,
IAILJ IAI AG4 4c t f
INV OUT 961.60'
-4" PVC
•C001 �..
.�I�VV OUT 961.56 ANITARV,31wW£:RSEA?VICE ;IZ
AND bl/l rMAL UNKNOWN,
FIELD VERIFY
\,QL�CU33
CU13
U75
ssco U82
R/M = 967.79'
INV. TO
BEND = 960.99'
UTILITY NOTES
1. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE
FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
CJ
2. CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL
OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR
TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS
REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS.
3. ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT
REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN
ENGINEER IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CITY OF WINTSON-SALEM AND THE STATE OF NORTH
CAROLINA STANDARDS AND SPECIFICATIONS.
5. CURB STOPS ARE REQUIRED AND SHALL BE LOCATED 1 FOOT FROM THE
METER BOX. CURB STOPS SHALL BE INSTALLED IN A CURB STOP BOX AS /
MANUFACTURED BY FORD, A.Y. McDONALD, OR TRUMBULL.
6. SERVICE SADDLES SHALL BE ALL BRONZE WITH DOUBLE BRONZE STRAPS
WITH A NEOPRENE "0" RING GASKET ATTACHED TO THE BODY.
7. ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY THE CITY OF
WINSTON-SALEM PUBLIC UTILITIES DEPARTMENT METERS DIVISION.
8. METERS WILL BE THE SAME SIZE IN DIAMETER AS THE SERVICE.
9. A S CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
10. ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO
MANHOLES ONLY.
11. UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO CITY OF
WINSTON-SALEM STANDARDS.
12. ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT,
BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO CITY OF
o / WINSTON-SALEM AND NCDOT STANDARDS AND SPECIFICATIONS. ?
z 13, BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY
j TIMMONS GROUP.
14. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AS -BUILT STORMWATER�
SCALE 1"=20' CONTROL MEASURE AND UTILITY SURVEY TO TIMMONS GROUP FOR AS -BUILT
SUBMITTALS. SURVEY TO BE PERFORMED BY A LAND SURVEYOR REGISTERED
0 20' 40' IN THE STATE OF NORTH CAROLINA. CONTRACTOR TO REFERENCE NCDEQ,
WINSTON-SALEM FORSYTH COUNTY, AND RURAL HALL STORMWATER AND
UTILITY AS -BUILT REQUIREMENTS.
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION_
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
UTILITY PLAN KEYNOTES
NUMBER
DESCRIPTION
PROPOSED TELEPHONE SERVICE POINT OF ENTRY TO BUILDING;
CU01
SEE ARCHITECTURAL PLANS BY OTHERS. GC TO COORDINATE
WITH LOCAL PROVIDER.
PROPOSED TRANSFORMER PAD LOCATION. GC TO
COORDINATED WITH LOCAL PROVIDER. LOCAL PROVIDER CAN
SUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION. GC
CU02
TO PROVIDE TWO (2) 6" CONDUITS BETWEEN POINT OF
CONNECTION AND TRANSFORMER. 24" MINIMUM BURY DEPTH
WITH 18" OF VERTICAL SEPARATION AT WATER AND SEWER
CROSSINGS.
PROPOSED ELECTRIC SERVICE POINT OF ENTRY TO BUILDING;
CU03
SEE MEP PLANS BY OTHERS. GC TO COORDINATE WITH LOCAL
PROVIDER.
CU05
PROPOSED WATER LINE POINT OF CONNECTION.
CU06
PROPOSED 2" TYPE K DOMESTIC WATER LINE; CONFIRM SIZE
WITH MEP PLANS BY OTHERS.
CU07
PROPOSED 1.5" DOMESTIC WATER METER
1.5" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
CU08
REQUIREMENTS) DOWNSTREAM OF THE WATER METER. PROVIDE
POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU09
PROPOSED WATER LINE POINT OF ENTRY TO BUILDING; SEE MEP
PLANS BY OTHERS.
CU10
EXISTING 1" DOMESTIC METER TO BE REPLACED WITH 3/4"
IRRIGATION METER. CONTRACTOR TO FIELD VERIFY.
3/4" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
CU11
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION METER.
PROVIDE POWER TO HOT BOX, REFER TO DETAIL CK-240.
CU12
PROPOSED 1" IRRIGATION WATER LINE. SEE IRRIGATION PLANS
BY OTHERS.
CU13
PROPOSED SANITARY SEWER POINT OF CONNECTION.
PROPOSED 4" PVC SANITARY SEWER SERVICE AT 1/4 INCH PER
CU14
LINEAR FOOT MINIMUM SLOPE (TYP.).
PROPOSED SANITARY SEWER CLEANOUT; SEE DETAIL. TO BE
CU15
TRAFFIC RATED IF WITHIN PAVEMENT (TYP.). SEE DETAIL CK-205.
CU16
PROPOSED SANITARY SEWER TWO-WAY CLEANOUT; SEE
PLUMBING DETAIL ON P1.3 AND CK-205.
CU17
PROPOSED SANITARY SEWER WYE CONNECTION.
CU18
PROPOSED GREASE TRAP; SEE MEP PLANS BY OTHERS,
CU19
PROPOSED SANITARY SEWER POINT OF ENTRY TO BUILDING;
SEE MEP PLANS BY OTHERS.
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR
CU20
TO START OF CONSTRUCTION. GC TO IMMEDIATELY NOTIFY
CLIENT AND ENGINEER IF DISCREPENCIES ARE FOUND.
APPROXIMATE IRRIGATION CONTROLLER LOCATION. OWNER'S
CU24
REPRESENTATIVE SHALL PINPOINT EXACT LOCATION ON -SITE.
IRRIGATION CONTRACTOR SHALL HARDWIRE POWER TO
CONTROLLER.
CU25
AIR/VAC STATION. GC TO PROVIDE POWER, CIRCLE K VENDOR TO
PROVIDE AIR/VAC UNIT.
MID SIGN; WIRED BY BUILDING ELECTRICAL CONTRACTOR.
CU26
VERIFY EXACT LOCATION AND DESIGN BEFORE ROUGH -IN.
PERMITTED BY OTHERS.
CU31
LIGHT POLE BASE; SEE DETAIL CK-190. REFER TO LIGHTING,
ELECTRICAL, AND STRUCTURAL PLANS BY OTHERS.
CU32
PROPOSED GREASE SERVICE POINT OF ENTRY TO BUILDING;
SEE MEP PLANS BY OTHERS
EXISTING SANITARY SEWER SERVICE. SIZE AND MATERIAL
UNKNOWN. PRIOR TO BEGINNING ANY CONSTRUCTION,
CU33
CONTRACTOR SHALL FIELD SURVEY VERIFY LOCATION, DEPTH,
SIZE, MATERIAL AND CONDITION OF EXISTING SANITARY SEWER
SERVICE. IF DIFFERENT THAN PLAN, THEN NOTIFY ENGINEER.
CU35
T' X 3'7" X 4" THICK CONCRETE PAD FOR CO2 TANK AND
TORAGE CABINET.
CU36
TORM OVER WATER PIPE CROSSING. 24" MINIMUM PIPE
I
LEARANCE OR ENCASE BOTH PIPES IN CONCRETE,
CU37
OOF DRAIN OVER SEWER SERVICE PIPE CROSSING. LESS THAN
2" PIPE CLEARANCE. ENCASE BOTH PIPES IN CONCRETE.
U01
EXISTING FIRE HYDRANT
UO2
EXISTING WATER LINE; GC TO CONFIRM PRIOR TO
CONSTRUCTION
UO3
EXISTING 6" WATERLINE
U06
EXISTING 16" WATERLINE
U12
EXISTING OVERHEAD UTILITY LINE (TYP.)
U13
EXISTING UNDERGROUND TELEPHONE (TYP.)
U21
EXISTING UTILITY POLE; TO REMAIN
U22
EXISTING GAS MAIN TO REMAIN
U26
SAWCUT, REMOVE, & REPLACE EXISTING PAVEMENT FOR WATER
MAIN CONNECTIONS
U27
PROPOSED 6"x6" TAPPING SLEEVE & 6" VALVE
U37
PROPOSED 6" DIP FIRE HYDRANT ASSEMBLY (TYP.)
CONNECT TO EXISTING SANITARY SEWER SERVICE. PRIOR TO
U75
BEGINNING ANY CONSTRUCTION, CONTRACTOR TO FIELD
SURVEY TO VERIFY SIZE, MATERIAL, LOCATION, AND DEPTH OF
EXISTING SERVICE.
U76
CONTRACTOR TO COORDINATE WITH UTILITY COMPANY TO
RESET EXISTING GUY WIRE TO MATCH FINISHED GRADE.
U78
TAP EXISTING 6" WATER MAIN WITH 1.5" SADDLE.
U82
ADJUST EXISTING APPURTENANCE TO MATCH FINISHED GRADE.
U84
CONTRACTOR SHALL COORDINATE WITH WATER DEPARTMENT
TED AT ANY TIME.
U85
SCM ACCESS AND MAINTENANCE EASEMENT
\\\\ � \, CA Rp�'/,
ti�_SS/py �9
SE -
022530
9
�,.
E
a
v
h Iri
o Cc:
a
h E
N
E
� s �
caw -i6 ;r
V N
au�.a
�Oom
Ch N m
.jV�
w Ux
a 0
�ch
h �
rn
D
0
t�
cy
0
LLt
Iu
u
Q
z
0
V)
cy-
0
z
0
cj�
U
W
w
0
w
rn
w N
E� a
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
0
CV Lr)W �L
O
N U
O =
Z
w °
ul) _
011.1
u 66 z
0
U H
Q � J
Z I H
J
/
W�
_
GL
O CSC
0 z +F__q
u
JOB NO.
37630. 025
SHEET NO..
C5.0
0
5
'N
U
QS 0
� o
Eo
a
U �
a
10.9
@z
�U
0 e
�0
�U
=N
U)
p
QED
E-
L-

r
owf
00
as
M
N
N
U')
O
co
M
N
M
M
+ Loaooe,
f+ +�
+ + +
+OF }
++
o+p00p
+ +
+ + + o + + -0, + + + t _,
+ + + ( + + +o+ + + +
+ + o+ +�+ o+ + + +
+ + + + o+ + + + Q+ + + + +
++++ + +o`•b++++++fit
+ + �o
+ + + +
+ + + +
+ t
q _
;
� I- I—�
\el
46
-
+
+
+ +
+ + r .-
+
+
+
+ + + --
+
t
t t
+ +
+
t r
++++
+
r
GENERAL NOTES
PLANT SCHEDULE
TREE
QTY.
SYMBOL
BOTANICAL NAME
COMMON NAME
COMMENTS
DECIDUOUS
REQ'D
PROV'D
SHADE TREE
0&
NO
7
QUERCUS TEXANA
NUTTALL OAK
PARKING LOT &
STREETYARD
9
0,,•0•0,0000
0
•
SM
2
MAGNOLIA
SOUTHERN
PARKING LOT
ao•••00OQ••,o°
GRANDIFLORA
MAGNOLIA
MEDIUM TREE
•
ER
4
4
CERCIS CANADENSIS
EASTERN REDBUD
PARKING LOT &
STREETYARD
SHRUBS
YH
77
77
YAUPON HOLLY
ILEX VOMITORIA
STREETYARD
PURPLE
{
DIL
N/A
23
PP25471
DAYDREAM DWARF
PARKING LOT
LOROPETALUM
GROUND
COVER
+ + + +
BG
CYNODON DACTYLON
BERMUDA GRASS
SOD
r r r
r r r r
BG
CYNODON DACTYLON
BERMUDA GRASS
SEED
PS
PINE STRAW
NOTE: (2) LARGE STREETYARD TREES ARE COUNTING TOWARDS MOTOR VEHICLE USE AREA REQUIREMENTS PER UDO
3-4.3B(7).
CITY OF WINSTON-SALEM LANDSCAPE REQUIREMENTS
SIZE
REQUIREMENT
CALCULATION
REQUIRED
(AT TIME OF PLANTING)
STREET YARD LAWN:
LIDO B-111:76:
8 TREES
LARGE TREE: MIN. 2" CAL. &
10' WIDE, 1 TREE PER 50 LF
MONTROYAL ROAD:
53 EVERGREEN
& HEIGHT
STREETYARD SHRUBS
250 LF 150 = 5 TREES
SHRUBS
NATURAL SHRUBS: MIN. 18"
HEIGHT
UDO B-111:76:
3 TREES
LARGE TREE: MIN. 2" CAL. &
10' WIDE, 1 TREE PER 50 LF
NC HIGHWAY 65:
24 EVERGREEN
8' HEIGHT
STREETYARD SHRUBS
113 LF / 50 = 2.26 TREES
SHRUBS
NATURAL SHRUBS: MIN. 18"
HEIGHT
MOTOR VEHICLE USE AREA:
UDO B-111:78:
1 LARGE TREE PER 5,000 SF OR
TOTAL MVSA = 31,268 SF /
6 LARGE TREES
LARGE TREE: MIN. 2" CAL. &
1 MEDIUM TREE PER 2,500 SF OF
5,000 SF = 6.25 TREES
1 MEDIUM TREE
8' HEIGHT
MOTOR VEHICLE SURFACE AREA
PRE -CONSTRUCTION -
• PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST
AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES DURING CONSTRUCTION. REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC.
WHICH OCCURS AS A RESULT OF CONSTRUCTION.
• CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
• SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY LANDSCAPE ARCHITECT.
• PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON -SITE PRE -CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND THE
ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS THAT ARE TO REMAIN AS IDENTIFIED ON THE LANDSCAPE PLAN.
• ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE
SAME SPECIES, QUANTITY, AND SIZE.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS
OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
• CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOT PRESENT ANY
TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
• CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.
• STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ANY DEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANT MATERIAL.
• CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
• ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
• ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS ALLOWING WATER TO BE TRAPPED.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
• THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
• ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
• AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON -CITY WATER TO MEET THE NEEDS OF PLANTS.
• USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
• ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL BERMUDA SEED MIX MEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT CERTIFICATION.
• SEEDING AND STRAW NOTES FOR LAWN AREAS:
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO DEPTH NOTED IN SPECIFICATIONS.
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6".
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF -SITE.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. -
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300 GAL/ACRE.
• BIODEGRADABLE WEED MATTING (ALL -PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS ADJACENT TO BUILDING FACADE.
• PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF BARK MULCH FROM A LOCAL MULCH SOURCE HARVESTED IN A SUSTAINABLE MANNER.
• MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS. DO NOT PILE MULCH AROUND THE BASE OF PLANTS OR TREE TRUNKS. ALL MULCH EDGES SHALL BE NEATLY TUCKED.
ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS, DO NOT PLACE MULCH IN CONTACT WITH THE TREE
TRUNK: KEEP A MINIMUM OF 4 INCHES AWAY FROM THE TRUNK BASE.
• MULCH AND NO -MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAIN EVENTS. IF NO -MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHER SPECIES AND
RESEED.
TEMPORARY IRRIGATION
;-,-
:- -- — --
ce)
• CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
INSPECTIONS/GUARANTEE
r r r
r
Z
• LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR, UPON COMPLETION OF LANDSCAPE INSTALLATION, WHO WILL VERIFY COMPLETENESS INCLUDING THE REPLACEMENT OF ALL DEAD PLANT
r
""
r j
—
MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
r
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
/
SCALE 1 "=20' • GUARANTEE ALL EXTERIOR PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON CERTIFICATE OF OCCUPANCY OR
w.
WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER COMES FIRST.
i
0 20'
40' PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
:
.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM
-
—
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
1
E
0
C
o �
w 0
rN� E
E
W 2 :N
p
0 uu N OR
�0 m
ax�00
� LU m
X
< @
a ��
E
�ko
oOR
Ln 0)
W
vi
rY
0
Z
D
0
a
1—
w
u�
U
z
0
0
W
Q
z
0
Co
U
W
Lu
© C)
U
0 ac
W
C-
w Z
ua
cy-
Lu
oQ
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
am
W
Lr)
H
Utyt 0
l V U
ce
w N 0
� Q ' °-
LU zLu
U OZS::)d
--� �°U
QU)o z
ryo LL
W J
J
O cy.
0 z (--q CL
\./
TL
JOB N0.
.37630.025
SHEET NO.
C6.0
0
aT
00
L_

c
P
N
C
0
6
M
css
m
M
M
STAPLES
STRAW BALE BINDER WIRE
(2 PER BALE)
10 mil PLASTIC LINING
PLYWOOD
NATIVE MATERIAL
48"X24„ BLACK LETTERS
PAINTED WHITE
(OPTIONAL)
6"HEIGHT
Ell
LAG SCREWS
SECTION B-B
I ENCRE
WASHOUT
NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
36"
WOOD POST
10' MINIMUM
3.6"X3.5"XV
_ 1 III lull
III'
36"
�(.
B
CONCRETE WASHOUT
B
J(��
SIGN DETAIL
(OR EQUIVALENT)
t
VARIES
,(
2"
1.12E DIA
STEEL WIRE
STAPLE
10 mil PLASTIC LINING
PLAN
STRAW
BALE DETAIL
NOT TO SCALE
(TYP)
TYPE "ABOVE GRADE" WITH
STRAW BALES
rn
Z
Vy
t7
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE
TEMPORARY CONCRETE WASHOUT FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES
SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR
RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE
nn
m
REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE
BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
Zx
MAINTENANCE
X
N
AFTER CONCRETE IS POURED AT A CONSTRUCTION SITE, THE CHUTES OF READY
R1
Pi I r-
MIXED CONCRETE TRUCKS AND HOPPERS OF CONCRETE PUMP TRUCKS MUST BE
i
i
1T1
b
m
WASHED OUT TO REMOVE THE REMAINING CONCRETE BEFORE IT HARDENS.
,V
C
A
Q
EQUIPMENT SUCH AS WHEELBARROWS AND HAND TOOLS ALSO NEED TO BE
WASHED DOWN. AT THE END OF EACH WORK DAY, THE DRUMS OF CONCRETE
Q
G
I
TRUCKS MUST
■
>
=
BE WASHED OUT. THIS IS CUSTOMARILY DONE AT THE READY
U)
O
y
MIXED BATCH PLANTS, WHiCH ARE USUALLY OFFSITE FACILITIES, HOWEVER
LARGE OR RURAL CONSTRUCTION PROJECTS MAY HAVE ON BATCH PLANTS.
O
-.I
-SITE
CEMENTITIOUS (HAVING THE PROPERTIES OF CEMENT) WASHWATER AND SOLIDS
2
ALSO COME FROM USING SUCH CONSTRUCTION MATERIALS AS MORTAR,
Cw
PLASTER, STUCCO, AND GROUT.
0
FILTER OF 1 INCH DIAMETER #
57 WASHED STONE
00
00
NOTE:
SILT FENCE FABRIC TO OVERLAP a O
HARDWARE CLOTH BY 12 INCHES ° °
00
STEEL FENCE POST '—
WIRE FENCE —,,,):SILT FENCE FABRIC
HARDWARE CLOTH ON WIRE FENCE
FILTER OF 1 INCH DIAMETER #
57 WASHED STONE
FLOW DIRECTION 18"
JI I
SIDE VIEW
4" U
CONSTRUCTION SPECIFICATIONS
LATH AND
FLAGGING ON
ill —a o,
SANDBAG
10 mil PLASTIC LINING
SECTION A -A
3' NOT TO SCALE
BERM
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND SECTION B-B
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
�+ --10' MINIMUM ^ --- ►
VARIES
10 mil PLASTIC LININ
SANDBAG
PLAN
NOT TO SCALE
=RM
arc "BELOW GRADE"
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
kBOVE GROUND"
WITH WOOD PLANKS
.... ',���;i ,.�
. �,i•�• •. • ti�
�•��! Y•��i�•���x•: ••••.� �� i•�x••:•�rriA. � 1rt �� *fit••:•• • •�•��
y�1� "�;��jY�..�•�i�'�itj4; p���•�4.��.•L��i;:y'.��".t!X.i.�:: +•�i•�y��iP:„�t�cY.�.X1Gt�l�i.. _
• i NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
FRONT VIEW SILT FENCE FABRIC 6 INCHES INTO THE -
TRENCH
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT TEMPERATURE RANGE OF 0 TO 120° F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE
THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM MESH
SPACING OF 6 INCHES.
MAINTENANCE
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STANDARD SILT FENCE OUTLET
NTS
18-24"
8"
24"
1
MIN 14 GAUGE 6" X 6" WELDED WIRE
TIED TO STEEL POSTS WITH PLASTIC OR WIRE TIES
ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC
AT LEAST 85% BY WEIGHT POLYOLEFINS OR
POLYESTER CONFORMING TO ASTM D 6461
CONSTRUCTION SPECIFICATIONS
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, iF POSSIBLE. iF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER,
SEEDING RATES.
WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND
IN ASTM D 6461.
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SEE SECTION 6.11 OF "NCDENR EROSION CONTROL PLANNING AND DESIGN
MANUAL" FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONSTRUCTION
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO
AND SPECIFICATIONS.
PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE
RANGE OF 0-120 DEGREE.' F.
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS./ACRE - 10-10-10
SUPERPHOSPHATE - 500 LBS./ACRE - 20%
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A MINIMUM LENGTH OF 51.
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
.MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
aNCI1oR - asPHaLr EMuls(oN � 30o COLS./ACRE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM
DATE IF SPECIFIED
TYPE PLANTING RATE
14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
AUG 15-NOV 1 TALL FESCUE 300 Ibs/acre
NOV 1-MAR 1 TALL FESCUE & ABRUZZI RYE 300 Ibs/acre
MAR i-APR 15 TALL FESCUE 300 Ibs/acre
SHEET DRAINAGE ONLY. MAINTENANCE
APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 Ibs/acre
— NATURAL GRADE. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY JUN 1-AUG 15 TALL FESCUE AND BROWNTOP 125 Ibs/acre (TALL FESCUE);
REQUIRED REPAIRS IMMEDIATELY. MILLET OR SORGHUM-SUDAN 35 Ibs/acre (BROWNTOP MILLET);
HYBRIDS*** 30 Ibs/acre (SORGHUM-SUDAN
HYBRIDS)
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
FABRIC INTO TRENCH 8" MIN DEEP AND 4"
BACKFILL TRENCH AND COMPACT THOROUGHLY
MiN FORWARD
INEFFECTIVE, REPLACE IT PROMPTLY.
DATE
TYPE
PLANTING RATE
MAR 15-JUN 1
SERICEA LESPEDEZA (SCARIFIED)
50 Ibs/acre (SERICEA LESPEDEZA);
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
AND USE THE FOLLOWING
EXTEND WIRE TO BOTTOM OFTRENCH
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
COMBINATIONS:
FENCE DURING CLEANOUT.
MAR 1-APR 15
ADD TALL FESCUE
120 Ibs/acre
STEEL POSTS, MIN 1.33 LB&F, MIN V LONG
MAR 1-JUN 30
OR ADD WEEPING LOVE GRASS
10 Ibs/acre
AT 8' O.C. WITH STANDARD STRENGHT FABRIC WITH WIRE FENCE
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
MAR i-JUN 30
OR ADD MULLED COMMON
BERMUDAGRASS
25 Ibs/acre
NOTE:
STABILIZED'
JUN 1-SEPT 1
TALL FESCUE AND BROWNTOP
125 Ibs/acre (TALL FESCUE);
SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
MILLET OR SORGHUM-SUDAN
35 Ibs/acre (BROWNTOP MILLET);
OR IN AREAS OF CONCENTRATED FLOWS (CREEKS,
SILT
FENCE DETAIL
HYBRIDS
30 Ibs/acre (SORGHUM-SUDAN
DITCHLINES, SWALES ETC.}.
HYBRIDS)***
SEPT 1-MAR 1
SERICEA LESPEDEZA (UNHULLED-
70 Ibs/acre (SERICEA LESPEDEZA);
NTS
UNSCARIFIED) AND TALL FESCUE
120 Ibs/acre (TALL FESCUE)
NOV i-MAR 1 AND ABRUZZI RYE 25 Ibs/acre
Temporary Seeding
PERMANENT SEEDING SCHEDULE
Recommendations for Late
Winter and Early Spring
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
H.
PAX LIMITS FOR CURB RAMP
Annual lespedeza (Kobe in
1J2� ION -
Piedmont and Coastal Plain,
Korean in Mountains) 50
Specifications
Omit annual lespedeza when duration of temporary cover is not to
p p ry
Complete grading before preparing seedbeds, and install all necessary erosion
CONCCRRiTECURB e"TYp
:. "
CONCRETE DEPTH
extend beyond June.
control practices such as dikes, waterways, and basins. Minimize steep slopes
5 R=1'
2.
��
`
RAMP / FLARE 6"
LANDING 4"
because they make seedbed preparation difficult and increase the erosion
6! MAX.,
Seeding dates
hazard. If soils become compacted during grading, loosen theirs to a depth of
= - ✓~ "
Mountains —Above 2500 feet: Feb. 15 - May 15
6-8 inches using a ripper, harrow, or chisel plow.
IT D. gyp)
{F°
Below 250ti feet: Feb. i - May 1
Piedmont --Jan. 1 - May 1
SEEDBED PREPARATION
s'4,
CROSS SLOPE: NOT TO
s s EXCEED 2% ON ANY
n v, PORTION OF RAMP oRr�/s
Coastal Plain --Dec. 1 -Apr. 15
Goad seedbed preparation is essential to successful plant establishment, A
good seedbed is well -pulverized, loose, and uniform. Where hydroseeding
R=1' (TYP) TRANSITION TO STREET. 8"W X BED TYP.
/ DETECTABLE 1/2" EXPANSION 1/2" EXPANSION
.oilannendmentS
methods are used, the surface may be lets with a more irregular surface Of
Y
/N JOINT TYP
WARNING JOINT{TYP} (TYP)
Follow recommendations of soil tests or apply 2 000 lb/acre round
ppY g
large clods and stones,
SURFACE (TYP}
C� � '
agriculturallimestone and 750 Ib/acre 10-10-10 fertilizer.
••,
TYPE N-1 (CURB TYPE) 5'MAXH{acidity)
Liming ---Apply limeaccordingtosoil testrecommendations..Ifthep
Mulch
of the sail is not known, an,application_of grout d,agricultural limestone at the
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
.
rate of 1 to 1 1/2tons/acre on coarse -textured soils and 2-3 tons/acre on fine-
( s.33n� (12:1) MAX RAMP SLOPE
r a I anchoring tool. A with blades set near! straight Carr be
o much c ng disk i h e y g
textured soils is usually sufficient. Apply limestone uniformly and incorporate
,, ° - CROSS SLOPE NOT To
( CROSS SLOPE: �.00 =G " _ EXCEED2%O ON ANY
used as a Mulch anchoring tool.
into the to 4-6 inches of soil. Soils with a H Of 6 or hi er need not be
p p higher
� 24E TYP WIDTH s� � PORTION OF RAMP OR
CURB RAMPS REQUIRE A (4'-0') MINIMUM LANDING 12" MIN WIDTH TRANSITION TO STREET.
I'tnled.
l l WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL DETECTABLE WARNING
%�q. J SURFACE (TYP)
Maintenance
RefertillZ@ if growth is not fully adequate. Reseed, refertilize and mulch
Fertilizer —Base application rates on soil tests. When these are.not possible,
pP
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. 112E EXPANSION
RAMPS AND DOMES SHALL BE INSTALLED THE JOINT (TYP)
immediately following erosion or other damage.
- apply a 10-10-10 grade fertilizer at 700-1,000 lb{acre. Both fertilizer and lime
SAME WIDTH AS THE SIDEWALK.
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is
(D IF LENGTH EXCEEDS 5%TRUNCATED DOMES SHALL TYPE N- q i A (FLARE TYPE)
used, do not mix seed and fertilizer more than 30 minutes before application.
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP. NOTE: USE SMALL FLARES ONLY WHEN A CURB
TYPE DIRECTLY CONFLICTS WITH
Surface roughening —If recent tillage operations have resulted in a loose
APPROACHING VEHICULAR TURNING
MOVEMENTS.
Temporary Seeding
surface, additional roughening may not be required, except to break up large
SIDEWALK
Recommendations for
clods. If rainfall causes the surface to becomesealed or crusted, loosen it
Summer
just prior to seeding by disking, raking, harrowing, or other suitable methods.
1/2E EXPANSION
"
Groove or furrow slopes steeper than 3:1 on the contour before seeding;
4 JOINT (TYP)
.�
Seeding mixture
(Practice 6.03, Swface Roughening).
w� 2 a
•per
.Species Rate (lb/acre)
W vT,
;, �•
German millet 40
PLANT SELECTION
� � ���� �`���� ( • � TYPE N-2 (RADIUS)
4xX�•a.
Select an appropriate species or species mixture from Table 6.10a for seeding
In the Piedmont and Mountains, asmall-stemmed 3udangrass may be
10b for summer, s in late winter and early spring, Table 6., and Table 6.10c for
R
6"W x 12"D =1' (TYP) �
'
substituted at a rate of 60 lb/acre.
fall.
CONCRETE CURB a �
Seeding dates
In the Mountains, .December and January seedings have poor chances .of
Mountains.; --May 15 -Aug. 15
success. When it is necessary to plant at these tinges, use recommendations
DEPRESSED 2'-6" DETECTABLE WARNING
CONCRETE DEPTH
Piedmont —May 1 -Aug. 15
for fall and a securely tacked niulch.
CURB & GUTTER SURFACE (TYP)
RAMP / FLARE 6"
Coastal Plain --Apr. 15 - Aug. 15
SEEDING
LANDING 4"
Soli amendments
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder,
d
Follow recommendations of soil Pests or apply 2,000 lblaere ground
or hydroseeder. Use seeding rates given in Tables 6.10a-6.10c. Broadcast
agricultural limestone and ?50 lb/acre 10-10-10 fertilizer.
seeding and hydroseeding are appropriate for steep slopes where equipment
1r��,N,PrI�YSPIj N 1/2J�ENXT i�PON
cannot be driven. Hand broadcasting is not recommended because of the
TYPE N-2 (TEE INTERSECTION)
Mulch
difficulty in achieving a uniform distribution..
v may
Apply 4,000 Ibfacre straw, Anchor straw by tacking with asphalt, netting,
SIDEWALK
or a mulch anchoring tool. A disk with blades set nearly straight can be
Small grains should be planted no more than I inch deep, and grasses and
y ,
r1 �
,s.`\ SHEET i�8
used as a mulch anchoring tool.
legumes no more than 1/2 inc. Broadcastseemust e covered ran
I � hhd bd �'kig .
y R=1• (TYP)
or chain dragging, and then lightly finned with a roller or cultipacker.
1
CITY OF RALEIGH
Maintenance
Hydroseeded mixtures should include a wood fiber (cellulose) mulch.
rJ DETECTABLE WARNING
. "' SURFACE (TYP)
STANDARD DETAIL
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
MULCHING
REVISIONS
oArF:&im NOT TO SCALE
immediately following erosion or other damage.
The use of an appropriate mulch will help ensure establishment under normal
CURB RAMPS
conditions, and is essential to seeding; success under harsh site conditions
6" W X 12"D CONCRETE CURB DEPRESSED 2'-6E
(NEW DEVELOPMENT)
(Practice 6. 14, Mulching). Harsh site conditions include:
CURB & GUTTER
• seeding in fall for winter cover (wood fiber mulches are not considered
T-20.01.2
adequate for this use),
Temporary Seeding
Recommendations for Fall
•slopes steeper than 3; 1,
• excessively hot or dry weather,
Seeding mixture
Species Rate (Iblacre)
• adverse soils (shallow, rocky, or high in clay or sand), and
Rye (grain) 120
• areas receiving concentrated flow.
If the area to be mulched is subject to concentrated waterflow, as in channels,
Seeding dates
anchor mulch with netting (Practice 6.14, Mulching).
Mountains —Aug. 15 -Dec. 15
Coastal Plain andPiedmont Aug. 15 - Dec. 30
Maintenance
Soil amendments
Reseed and mulch areas where seedling emergence is poor, or where erosion
Follow soil tests or apply 2,000 lb/acre ground agricultural limestone
occurs, as soon as possible. Do not mow. Protect from traffic as much as
and 1,000 lb/acre 10-10-10 fertilizer,
possible.
Mulch
* TEMPORARY SEEDING SCHEDULE FROM NCDENR EROSION AND
Apply 4,000 lb/acre straw. Anchorstraw bytacking with asphalt, netting,'
SI'DIMENT CONTROL PLANNING AND DESIGN MANUAL.
or a mulch anchoring tool. A disk with blades set nearly straight can be
SEE MANUAL FOR ADDITIONAL INFORMATION.
used as a, mulch anchoring tool.
Maintenance
.Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March; If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
TEMPORARY SEEDING
SCHEDULE
RELIMINARY - NOT RELEASED FOR CONSTRUCTIO
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
E
O
o=
w �
N E
LU Z 4-1
UJ
a
LU V
`x U. — 00
a
U.
W C% C� M
0
H-4
Q�..'i00
i-
Q
R
Ln
U)
U
w
p tY
©
U
M
0
W
6
o
W
Z
0
in C71
U)
F-
(17
QC
S
Li
rn
'-I
Lu
o
>
CD
C3
SE
`­
r^t
O
H
to
>
DATE
0 0312812019
} DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
00
I n � <L
Lid Z
r ) 0
t eC
U hl U
z
UJN ° F—
Z r I w
UJ
oZS=o
-� pC ° z
0� LIJ
0 o~
O
U WQ�
_ _
LL c�
O
Z (���
�,./
JOB NO.
37630, 02
SHEET NO.
C7,0
y
U
c
7
0
0
m
3
a)
0
Q
C
a
>,
c
0
t�
0
ro
M
e
00
c
v�
-0IX
20
�Z
o
c2i
�-6
ro �
,r N
m
D_ v
c
CD 3
Z
U)
ov
�
a
CD
h ro
o
-�
0
O.:S
o '§
>z o,
Y
W 0
s�
E1Z
Co r-
/J 0
�o
E�
U C0
O
ro�
�ro
O �
N
@U
a 2
c N
R c
0
c v
a°
M
L_

B.-
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
CATCH BASIN
CURB INLET —
FLOW
ow
PONDING AREA FOR
SEDIMENT SEPARATION
BACK OF CURB N
PLAN VIEW
NOTES:
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 4 INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4, WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
FLOW
NOTE: GRAVEL BAG SHOULD NOT
E HIGHER THAN TOP OF CURB
r1l IDD it'll r_lr
SECTION VIEW
STANDARD GRAVEL BAG CURB INLET PROTECTION
........ I ical mantle g LIMItS Ilan
Compac Unit - Near Vertical Setback Shown
2'+ Dia. 2 (8')
2 . ­ + D . I . a 1 5 ­ ' ­ ) ­ .............
3 TIMES I.D.
PLAN VItW
NOTES
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6- (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
FABRIC�
SECTION 'A -A'
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
Note:
8" Min. Low Permeable Soil — ti
Keystone Cap Unit 1. All planting offsets shall be a minimum of 2'+ the opening diameter as measured
from face of the wall.
Ilk
2. Lateral spacing between openings shall be a minimum of 3 x opening diameter.
pK_
Keystone Compac Unit Shown
"M
3. Soil reinforcement shall be carefully cut to avoid disturbance of adjacent
reinforcement.
24 Unit Drainage Fill
".-Dia 1*..
Dia2(3/4" Crushed
. ..... '. '
Rock or Stone) 4. Only top two layers of reinforcement may be cut to allow planting of tree root
32 io ball.
>
'�Geogrid Depth,,."
Approximate Limits . ........... .
of Excavation of Grade
5. Extreme care shall be taken if installing irrigation systems to not damage Soil
b reinforcement.
, 71
. . .. . ... ....... ................ .
0' ARE 55t J,
R.2 6. Numbers in parenthesis are for example only.
T.
4" Perforated PVC Drainage Tile §,.M Unreinforced Concrete or
(Wrap Drainage Tile in 3/4" Aggregate ypical Planting Limits Section Crushed Stone Leveling Pad
T
and Filter Fabric at Toe), if Required. (Foundation Soil
Compac Unit - Near Vertical Setback Shown
Copyright 2007 Keystone Retaining Wall Systems
This drawing is being furnished for this specific project only. Any party No. Date Revision By Designed BY: Title: Date:
accepting this document does so in confidence and agrees that it shall not be Keystong RetainingTypical Wall Tree Planting Details
duplicated in whole or in part, nor disclosed to others without the consent of
Keystone Retaining Wall Systems, Inc. )�Latl Systems Checked Sy� Project: Project No:
'TONE, xx_xxx
toRetaining Details Scale: Drawing No:
Excellence -
No Scale X 0;
2-3
coarse aggregate
Figure 6.06a Gravel entrancelexit keeps sediment from leaving the construction site (modfied from Va SWCC),
CONSTRUCTION ENTRANCE.
NTS
FLUSH CURB
TRANSITION
-61— �3'—61-
BOLLARD WITH SIGN --/
BOLLARD
NOTES:
1. REFER TO DEDICATED DETAILS FOR BOLLARDS, BOLLARD MOUNTED ADA SIGNS, AND ADA SPACING.
2. REFER TO SITE PLAN FOR STRIPING DIMENSIONS.
3. CENTER BOLLARDS ON ADA STRIPING.
0 A rV,
ZT-1 rol `55 5 R a M BOLLARD SPACING DIAGrxj-Nl,:,l
I-AMM177M RAAMLK=M, MIME:
' BEDDING AND COMPACTION AS PER SPECIFICATIONS
18" r
17
12" MIN.
24" MIN.
NOTE:
1. SLEEVE INSTALLER SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED.
2. SIZE PIPE TO ACCOMODATE IRRIGATION PIPING. 2" MIMIMUM DIAMETER.
3. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
# CK-230
IRRIGATION SLEEVING DETAIL
NOT TO SCALE
MAIN SUPPLY, LATERAL, AND MAIN LATERAL
LOW -VOLTAGE 120 VOLT
LOW VOLTAGE WIRING SUPPLY LINE
WIRING WIRING
811
11" 12"
12" 12"
12
12"
12' 1 2"
LATERAL 18"
U
DR V,
TUBING OR -
TRACKING
TRACKING
--- ---
M) _1
WIRING MAIN WIRE#14-1
LINE (YELLOW)
2"
MINIMUM
ALL 120 VOLT
+
WIRING TO BE
INSTALLED IN
WITH LOCAL
CODE.
2011
ALL MAIN
SUPPLY LINES
TIE A LOOSE 20"
TAPE AND TO BE
LOOP IN WIRING AT
BUNDLE TUBING INSTALLED IN
ALL CHANGES OF
OR WIRING AT 20' ACCORDANCE
DIRECTION GREATER
INTERVALS. WITH
THAN 300. UNTIE ALL
MANUFACTURER'S
LOOPS AFTER ALL
INSTALLATION
CONNECTIONS HAVE
SPECIFICATIONS.
BEEN COMPLETED
NOTE:
1. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO
THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING.
# CK-235
IRRIGATION TRENCHING DETAIL
NOT TO SCALE
INELIMINARY - NOT RELEASED FOR CONSTRUCTA
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
STANDARD METAL POSTS 2'-0" IN OROUND
CALVANLZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
CARO
Es S
SEA
22530
GIN_
tl�\\al l� q
E
0
U
r� Ui
0
rr'4 E
U
LU Z 4-1
ry
U.1
uJ "j6 "t
aLU
IN
00
LL 00
U.
z
C)
LU 0 M
0
F-
z LU M
V)
_J X
9 _6<
ru U_
LUf)
UJUj
0
C),
U
U0 Ln
0
Nt
'D
U')
LU
a -
OR
>
Z
UJ UJ
0
Ln Ol
LU
>
F-
LU
Vi
0
_17
0
uJ
>
LU
N
0
DATE
0312812019
0
""WIN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE .
AS SHOWN
CL Z
2!
0
0 00ro
00
0
In < 0
z 2L
_J
rv) 0
U (.N <
U
0
tn
102
C
LLJ 0
(1)W
z r)r'ro
11i -
U 06
z
=5 0 G
0
U
z I <
P-4 U0
UJ 0
0 20
0 a
LL 0W
2 z
00
LIJ z
U
J .<
r 0
_17 E
-6
F -0
U a.
0 0
zF-iiii
Z (1)
(1)
U 0 2
0 5 0.
2E X
0-S
Q 0
0.0)
0
ca
of
X
0.0
Z
C) t 2
2
0
0
Ea
Co
0
JOB NO. 0 C�
Cc 0
37630.025 -0 2
C:
M U)
(n Cc:
C SHEET NO. ()
(D '0
C7.1
Vol
L

ACCESSIBLE PARKING SIGN; SEE PLAN FOR LOCATION BACK OF CURB w
5,_0„ CA Ro
i
4" WIDE PAINT STRIPING (COLOR BLUE) 4" WIDE BLUE PAINT TYP. ffi' ` °" '::'':. O �0 �FESS/p�
DIAGONAL 4' STRIPING (TYP.) FULL 0 SCORE O m _ SEAL 9
U Q `�
PAINT WIDTH OF CURB ui
STRIPING AT Q22530
24 O.C. d 2'-0" R AND GUTTER
(TRAFFIC I N
YELLOW) 4'-9" EDGE OF PAVEMENT / /a W.
PLAN VIEW
LEFT TURN
1. 8' ACCESS AISLE REQUIRED.
2. ACCESSIBLE SPACES MUST BE PROMINENTLY ic, 4" WIDE BLUE PAINT END VIEW
OUTLINED IN COLORS OR LATERALS CONTRASTING STRIPING (TYP.)
FROM REGULAR PARKING SPACES. 1" RADIUS `,�° '
FULL HEIGHT CURB WIDTH OF PARKING STALL _ I W U E
3. INTERNATIONAL ACCESSIBLE SYMBOL REQUIRED TYP. - ..I 6„ OR 10' CURBTAPER 2„ FINISH GRADE _ z
-BLUE SYMBOL t- a, 3 aG
-SYMBOL CAN BE DISPLAYED WITHOUT BLUE 2,_p„ R FACE OF CURB ¢ '7 3 w
f� W is \y
BACKGROUND
1y" Lu cM�N -
ilk 2 dU. "� Z
a
U = Ll
EQ EQ 4. ACCESSIBLE SIGN REQUIRED - MUST NEVER BE 1 _p 4'-9" O o
OBSCURED FRONT VIEW z Lu M
8'-0" 8'-0" 5'-0" NOTE: NOTES:
*2% MAX. SLOPE EACH WAY RIGHT TURN „ < x LO U
1. ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW 1. TRANSITION FROM FLUSH CURB TO STANDARD 6 CURB HEIGHT OVER WIDTH OF THE PARKING 4>� -a u Lu o
16'-0" THIS SIDE TOWARD DRIVE AISLE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. STALL OR 10'. 0 o © U
2. THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY. 2. SEE CURB AND GUTTER DETAIL(S) FOR DIMENSIONS. U Ln � Z
# CK-105 ACCESSIBLE PARKING STALL # GK-110 ADA PARKING SIGN DETAIL # CK-115 TRAFFIC FLOW ARROW DETAIL # CK-135 CURB TAPER DETAIL L cx� > Z
NOT TO SCALE NOT TO SCALE
NOT TO SCALE Lo M
24„ 6' _j
JOINT FILLER
A - �� �' � � 1/4" RADIUS; CAULK JOINT W/ MASTERSEAL SL 2 POLYURETHANE �Lu
1/8" RADIUS (TYP.) NOTE: MAINTAIN 50' MAX BETWEEN 18" 6" ' e. „ SEALANT AS MANUFACTURED BY BASF, INSTALL IN ACCORDANCE A
JOINTS OR AT ALL RIGID OBJECTS. 4' ' 6
3" RADIUS 1/2 RADIUS �° .. # WITH MANUFACTURER'S RECOMMENDATIONS.
1/8 RADIUS 3 RADIUS ( Qo 4" °®�,a¢Qa a $°� a �� '. •yea®9 � � �. � . e'
�'
cxl
1/4"
�' tO ®°°p� p4°gip C �� �, �. 44 �.4 �' ' .. :.� Q o
MIN ry-�
CV - - - - - - - - - - - - - a C\i ®mE/ToQcC?i7L n§�r9caoc2e`iad €aoa a , ° " a �g , A .
- - " 4.. .... :4<`' SEE NOTE 4°'.. �v. �•: �` ��' �' :° ° o
A.B.C. UNDER STANDARD
. • OF PAVEMENT �. .
CURB &GUTTER '� x ,- T TOP ..
SECTION A -A ""4.; ,..k,.'.,:. ;. �;:.� . ° " 4'
1 /2" Z� -'. :: 'mob• ;#', " a „ : a ..' „. �. : ,�, 4
FRONT ELEVATION d.. . r. a"�:, .:.: Q. �. o
A .,4.-J SIDE ELEVATION ui
T/2 (BUT NOT LESS THAN 1/4") 31 'A
TRANSVERSE EXPANSION JOINT
COMBINATION CURB AND GUTTER FRONT VIEW a1-4
,. = Q
PAVEMENT DIMENSIONS ON PLAN k �• 44' ..p 4 z Gi
VIEW REFER TO FACE OF CURB PAVEMENT DIMENSIONS ON PLAN JOINT SEALANT °
1" VIEW REFER TO FACE OF CURB �' O
BACKER ROD � •� ` `�,�.' • ' �` . °.: . '� ' DATE
6„ 6. 1„41
18„ 18„ 1/8 FIRST SAWCUT A �� d.. ' ' .4. 4 " . O 0312812019
DRAWN BY
,..,'$�m: , $ 1 1�2.,R 1/4" SECOND SAWCUT (IF REQUIRED) �' ` • .; -' �� 4 . 4; A. MAY
NOTES: ' r _
DETAIL VIEW
1. CONCRETE CURBING SHALL BE 4,000 PSI MINIMUM.
k :,: • .: p.. „ 1/2° R (TYP) DESIGNED BY
4,000 PSI CONCRETE PAD;
2. CONTROL JOINTS SHALL BE SPACED AT 10' INTERVALS. A 15' SPACING WILL BE ALLOWED WHEN A k . , ;.;: :° <® a :;:• a� s,'.:•@''''. r�. ;.„R`.,,�::• NOTES: 2 (TYP.} 4" THICK W/ 6X6 W1.4XW1.4
1. REFER TO APPLICABLE DETAIL FOR CONCRETE DESIGN. B. DOWNS
MACHINE IS USED.)
` a W.W.F.
FINISH ALL CONCRETE WITH CURING COMPOUND.
2. REFER TO CONCRETE PAVEMENT JOINT DETAIL AND PAVING PLAN FOR SPACING. - .
3 tl.A^=Q,3.=..::;x6.:..'..: ••.,•..a< ;•: •• .,.; ^". :<': ;:., ,;.;.:.<`:e: ;<;�®: .:� 9." s CHECKED BY
4. AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF '-•'� '$`"'°'%"'$ '_ •m, ` A: -4.`..,: 9,;: ' 3. SAWCUT JOINTS THE SAME DAY AS THE POUR.--- X. 4. "4 • 4 q `,,
PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. g. 4. WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, . R. BAKER
5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE COLLECTOR CURB & GLITTER SPILL CURB & GUTTER RE -SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE NECESSARY JOINT WIDTH.
BETWEEN SPOT ELEVATIONS. ENSURE JOINT IS CLEAN, DRY, AND SIDES ARE PREPARED PER MANUFACTURER'S RECOMMENDATIONS. 3" (TYP,} SECTION A -A
SCALE
" CONCRETE CURB AND GUTTER DETAIL # CK-140 CONTROL JOINT DETAIL # CK-160 AIR/VACUUM PAD DETAIL . AS SHOWN
# CK-120 STANDARD 24 CO G
NOT TO SCALE NOT TO SCALE REVISED: 2019-06-2$ NOT TO SCALE .
EXPANSION JOINT
SEE FRAME, GRATE,
AND HOOD DETAILS EXPANSION
SEE FRAME, GRATE, EXPANSION JOINT
JOINT
AND HOOD DETAILS �� A 2'-6" B 2'-0"CURB AND
GUTTER; SEE �. .. �;:.. . • 4' �. W . u.
DETAIL a p ; p ; .tl 4 q. 4a' . , . a �. '�; g. ' ¢ , '� ' ;' m DISPENSVACAIER EXISTING w w
am
GRASS AREA w "
EXPANSION JOINT \IP O�GP� A B
2'-0" CURB AND GUTTER; �o�� ��PQ 2'-p" 10'-0" VARIES 10'-0" `�' °�� 4` g 0 � 0 � 0 C? 0 0 � LCURBING
SEE DETAIL wx �0�� 4 . :4 1 , .
jam'
G° PLAN VIEW'. °� a'i 0 Q 0� 0
fl C3 C} C Q Q fl Q N
0 0' 0 00
- 0 C�a . � 0 p 0 C 0 0 0 0 0 0 0 C 0
0, 8'-0„ NO PARKING--a--"NO PARKING" In z
0 0 0 0 0 {� Q 0 Q 0 0 0 3 0 D 0 c,U
10'-0" VARIES 10'-0" 0 0 0 0 0 � 0 0 0 0 0 Q 0 0 0 0 24 YELLOW LETTERS �
_ � _ -0 � ro
12 - - -- - -I I - - f - - - -" 1/2" RADIUS 1/2" RADIUS ii }} i 45°0'0.00' N U V)
I.� � �•� � ._,.-.._..I I �....� � �--# 4" YELLOW LINE BORDER
i I DEPRESSED a; 3"RADIUS 1/8" RADIUS 4. 3" RADIUS 1/8" RADIUS @I2 6TH 4,OC YELLOW DIAGONALS O h M
GUTTER LINE _ __ ' '`Ire
EXPANSION JOINT; EXPANSION JOINT - - -L-
SEE DETAIL (TYP.) SEE FRAME, GRATE, ':, �'a _ T �'� ' �,� 12" MIN. hJ
AND HOOD DETAILS (TYP.) r' ~ ( UJ
ELEVATION VIEW
SECTION "A -A" SECTION "B-B W z
NOTES: NOTES:
13 1. THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY. 1. SEE APPLICABLE DETAIL FOR CONCRETE, ABC, AND SUBGRADE DESIGNS. J O�
u GUTTER) THICKENED EDGE DETAIL # CK-165 AIR/VAC PAVEMENT MARKING DETAIL Q I �_' "C
r # CK-125 STANDARD CATCH BASIN CURBING TRANSITION (FOR USE WITH 24 CURB & GU NOT TO SCALE # CK-� 55 NOT TO SCALE NOT TO SCALE Z
6'-0" 6'-0" 6,-0„ 6,-0„
„ SIDEWV)
ALK SURFACE 1/4" RADIUS; CAULK JOINT W/ MASTERSEAL SL 2 0 0 W
4 JOINT FILLER 1/4 POLYURETHANE SEALANT AS MANUFACTURED Q� 0
I.L.
- .4 4 4+ 4 < � � BY BASF. INSTALL IN ACCORDANCE WITH
d x : ' CONCRETE PAVEMENT SECTION; W -'
n O 4" »° ° 1/8" RADIUS a. , , ,g MANUFACTURER'S RECOMMENDATIONS. 3/8" SEE PAVING PLAN AND DETAIL U d
1/2n ASPHALT SURFACE; U
2"/4" AGGREGATE BASE 4" TYPICAL SIDEWALK THICKNESS SEE PAVING PLAN AND DETAIL
TRANSVERSE EXPANSION JOINT dj TACK COAT
y COURSE COMPACTED TO 6" THICK MINIMUM FOR SIDEWALK (APPLIED A RATE I..i..
o SECTION A -A THAT TRAVERSES COMMERCIAL ACCESS. I- v OF 0.2 GALLONS/S.Y.} Z
L 90 /o STD. PROCTOR (TYP) 4
o B 4. d U
SEE CIVIL PLAN FOR.04 ___Amw_�r 1i2" R (TYP)
2" (TYP.) WIDTH AND SLOPE
'• :� �.
i a f
V\ .1 1 w 3" (TYP.)
01
n REINFORCEMENT (SEE NOTE 5);
WWM 6x6-W1.4xW1.4
zl SECTION B-B
_F
24' TYP
6' TYP
Z
Z
0
n
0
n
A
z
G
(1)
a
i
Z
O
Q
zz
zz
zz
z
00
w
w
00
0o
,x.
v ^
:;";�""s?. "'y �;,•,P.+r,`�,''.tia;;,;.."`r `` °50:,�",',xis:% gS'a�:«C%: ra
1/2" DIAx 18" SMOOTH DOWEL BARS AT 3/8" x 8" BITUMINOUS BLACK
48" O.C. GREASE SECOND POUR SIDE. IMPREGNATED FIBER W/
WHITE STRIPPABLE PLASTIC THICKENED EDGE;
9„ g" SEE DETAIL
CAP AS MANUFACTURE BY
A SEALTIGHT "SNAP -CAP"
EXPANSION JOINT CAP.
NOTES:
1. SEE APPLICABLE DETAIL FOR PAVEMENT AND/OR CURB AND GUTTER DESIGN. NOTES:
2. PROVIDE EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS A RIGID STRUCTURE. 1. SEE APPLICABLE DETAIL FOR PAVEMENT, ABC, AND SUBGRADE DESIGNS.
PLAN VIEW B
NOTE: MINIMUM AND FINISHED WITH CURING COMPOUND. MEDIUM BROOM FINISH.
1. CONCRETE SIDEWALK SHALL BE 4,000 PSI
2. SIDEWALK TO HAVE A SCORED JOINT EVERY 6'. ALSO A 1/2" TRAVERSE EXPANSION EVERY 24', CONNECTION TO ADJACENT SIDEWALK AND OTHER SURFACES.
# CK-145 EXPANSION JOINT DETAIL # CK-150 CONCRETE -TO -ASPHALT DETAIL
NOT TO SCALE NOT TO SCALE
30B NO.
3.
N 4.
INSTALL 4" OF CRUSHED AGGREGATE UNDER SIDEWALK AT BUILDING. 2" OF CRUSHED AGGREGATE TO BE INSTALLED UNDER SIDEWALK AT ALL OTHER PLACES.
A 6" DEPTH IS REQUIRED AT LOCATION OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN HANDICAP RAMPS.
PRELIMINARY -NOT RELEASED FOR CONSTRUCTION
37630.02
SIDEWALK REINFORCEMENT TO BE USED IN SIDEWALK ADJACENT TO BUILDING. ALL OTHER SIDEWALK TO BE NON REINFORCED SIDEWALK.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
SHEET NO.
.05.
#
CK-130 4" CONCRETE SIDEWALK DETAIL
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
C7T . 2
ii
NOT TO SCA.......
Lr

00
00
co
CV
Pam.
cV
tfi
9
0
am
M
M
M
SEE CONCRETE TO 14'
ASPHALT DETAIL (ALL SIDES)
71 81
12.25' }--15'15`-*-(--16-1 �15'-1 12.25'
�� /' - jr �"� 1350010.00111
g w 4 q,
14.05` a .. a�A. `, " (: • . k .4 _, p .. ®• .
a
14.05
A' � I . o • � .i � �® 120O 01 0.00
45.95'--t
a
DOUBLE STACKED GAS CANOPY900010 .00.
I
45.'3'
---{ 10.9' 120°0'0,00"'
4' I �•q°I aj� m
-77
• �, �,'7' .� ' • A 4 � �• ��, � ! a , .� "•�. "�/ �:,. a� �. • m . • yam, . ® ,�
10 .m
4j �' 4... .a 4 . E,. �. 4 d a
CJ SINGLE STACKED GAS CANOPY
90°0'0.00.
SEE CONCRETE TO
ASPHALT DETAIL (ALL SIDES)
2.05' 6.95'
_...� 90°0'DAO"1
5.9 5' a ..: • m • , . ; ,
CROSS SECTION OF SLEEVE
1?
Zo
9
io
• STEEL PIPE INSIDE DIAMETER= 6"
+ STEEL PIPE OUTSIDE DIAMETER = 6.625"
+ SLEEVE INSIDE DIAMETER = 6 s"
RED POST GUARD PLASTIC
SLEEVE PER SPECIFICATIONS;
TO BE INSTALLED OVER STEEL
BOLLARD.
6" DIA SCH. 40 STEEL PIPE
BOLLARD FILLED WITH 2,500
PSI CONCRETE
BOLLARD COVER TO BE SET
FLUSH WITH FINISH GRADE
TOP OF PAVING
4f
6.05' C .' / "� \' /q.a(, •�\ :/ .I;"..!\ /..� ..V y 4500'0.00
&,
\ /.�'
5.951t•'.�. • • d O• i •4 a'• .. ••. . ••.' •a • • w a•
CJ DIESEL CANOPY 60 00.00 w IWRiN-,SEE CONCRETE TO60°0'O.Oa'EE
[� a ° ` --
ASPHALT DETAIL ALL SIDES w a I COMPACTED SUBBASE
( ) z �'a, r ' ,�
�- m <j
�a 2,500 PSI CONCRETE
11.25' '' a'vl.. ® �;. p q� :' 'k4 MINIMUM (TYP.)
' m . . _ ,r
1 a.75' 4 't- I .
a • 4d
12' *-M-12'-
DUMPSTER PAD
9'
C.#
MIN.;11'
:
4
"tt'4.
MAX-;.--;
PARKING SPACES
p
a .q ..
M
o
V-6" MIN.
/2 NOTES:
D ��
NOTES:
1.
6 STEEL BOLLARDS TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED.
1.
DIMENSIONS AND JOINT PLACEMENTS ARE TYPICAL.
2.
6" STEEL BOLLARDS TO BE INSTALLED UNDER GAS CANOPY WHERE SPECIFIED ON THE PETROLEUM
2,
REFER TO DEDICATED JOINT DETAILS FOR MORE INFORMATION.
PLANS.
3.
REFER TO SITE SPECIFIC CANOPY AND DUMPSTER PLANS TO CONFIRM EXACT DIMENSIONS.
3.
6" STEEL BOLLARDS WILL BE DELIVERED WITH PLASTIC COVER BASED ON NATIONAL ACCOUNT
4.
REFER TO PAVING PLAN FOR PAD INFORMATION.
AGREEMENT, INSTALLED BY GENERAL CONTRACTOR.
5.
REFER TO GRADING PLAN FOR ELEVATIONS.
4.
SEE ARCHITECTURAL PLANS FOR BOLLARDS AT DUMPSTER ENCLOSURE.
#
CK-175
CONCRETE PAVEMENT JOINT DETAIL
#
CK-180
BOLLARD WITH COVER DETAIL
NOT TO SCALE
NOT 1
HEAVY LIGHT
DUTY DUTY
SUPERPAVE
SURFACE COURSE
2A"
N/A
SUPERPAVE
3"
N/A
INTERMEDIATE COURSE
CRUSHED AGGREGATE
8.011
N/A
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO
T-180
ASPHALT PAVEMENT SECTIONS
IV4J t ) i./ w74NLC -
HEAVY STANDARD
DUTY DUTY
CONCRETE (4,000 PSI
8.0" W/ 6X66.0"
W/ 6X6
W/ MEDIUM BROOM
W1.4XW1,
W1.4XW1.4
FINISH)
W.W.F.
W.W.F.
CRUSHED AGGREGATE
6.011
6.011
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO
T-180
NCDOT ASPHALT
NOT TO SCALE
NOTES:
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PROPER SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT PLANS AND
SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT,
2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL
COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
5. PER GEOTECH REPORT BY ATC ASSOCAITES OF NC, PC, (REPORT #CIRCK3188GT) DATED MAY 24, 2018 AND CLIENT PREFERENCES.
6. PER NCDOT TIP R-2247EC PROJECT SPECIFICATIONS BASED UPON 100% PLANS DATED 01/23/2018.
# CK-170 PAVEMENT SECTIONS DETAIL
NOT TO S
REFLECTIVE ALUMINUM LEGEND AND
BORDER -GREEN WHITE SYMBOL ON
BLUE BACKGROUND - WHITE TYPICAL
AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
- PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
8' LONG 2.375" O.D. RUST -PROOF
ROUND GALVANIZED POST
REFER TO DEDICATED DETAIL
FOR BOLLARD, SLEEVE, AND
FOOTING REQUIREMENTS.
TOP OF PAVING
w
0-
0
v
0
NOTES:
1. ONE REQUIRED AT EACH ACCESSIBLE PARKING SPACE.
2. WHERE ACCESSIBLE SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST
WITH SIGNS MOUNTED ON BOTH SIDES.
3. SIGNS SHALL BE MOUNTED TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL
BOLTS, NUTS AND WASHERS. THE CONTRACTOR SHALL SUPPLY AND INSTALL 5/16" NYLON WASHERS
BETWEEN BOLT HEADS AND SIGN FACE TO PROTECT FINISH.
4. SIGNS SHALL CONFORM TO THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD)" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) FOR SIZE, COLOR AND
DIMENSIONS.
#6 CU GND-
IN 1/2" PVC
5/8" x 8' CU
GND ROD
COMPACTED FILL
BEVEL TOP SLIGHTLY IN ALL
DIRECTIONS TO SHED WATER
,--3/4" CHAMFER
:ONDUITS
1,EBAR; SEE NOTE 1
4000 PSI CONCRETE
LIGHT POLE BASE (SEE NOTE 1)
f--FINISH GRADE
w
w
N Z
0W0
u. 0
ua
M.wa0
z CL
3:W
00
CONDUITS;
24" MINIMUM BURY DEPTH
NOTES:
1. THIS DETAIL SERVES AS A GUIDE ONLY. SEE STRUCTURAL FOR LIGHT POLE FOOTING DESIGN.
2. SEE RESPONSIBILITY MATRIX FOR LIGHT POLE AND ANCHOR BOLT INFORMATION.
3. ONCE FORM HAS BEEN REMOVED CONTRACTOR TO RUB BASE SMOOTH.
4. CONTRACTOR TO USE LEVELING NUTS & GROUT TO LEVEL LIGHTPOLE - POLE TO BE PLUMB AND
TRUE.
# CK-190 1 LIGHT POLE BASE DETAIL
NOT TO SC
KEYSTONE CAP UNIT �.
KEYSTONE COMPAC III UNIT 0.33' - ;
h ....4
COMPAC III ELEVATION
1
„-11/4"
g„ FINISHED GEOGRID
A FILL (3/4" CRUSHED 24., GRADE �-
AK•
���*
:4 ���.
•
•.
r �r4�;�
• • r •
r
�-� ii t. w.c
i •
� r
L
'��"�y��+�
14 I�� � ..,.[�� it .s
S.
I�
�
t
e ^. a l� f
.� • l
• •
r
•
ki
V!
r�
-------------
»t 1S•IF "1Ywu.
wmv
,.
NEAR VERTICAL INSIrLrION
NOTES:
1. RETAINING WALL TO BE KEYSTONE COMPAC III STRAIGHT SPLIT UNITS (COLOR: TAN) AND
CORRESPONDING CAP UNITS. CORNER UNITS TO BE USED AT HARD CORNERS.
2. GC TO REFER TO SITE SPECIFIC RETAINING WALL DESIGN AND STRUCTUREAL ENGINEER
FOR FINAL DESIGN PLANS. THE CONSULTANT DESIGNING THE WALL SHALL USE THIS
DETAIL As A GUIDE, TOP OF WALL STEPS
3. GC TO REFER TO CURRENT MANUFACTURER SPECIFICATIONS FOR INSTALLATION
GUIDELINES AND GEOGRID REQUIREMENTS.
# CK-340 GENERIC RETAINING WALL DETAIL
'RELIMINARY - NOT RELEASED FOR CONSTRUCTIOP
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
GRID & PIN ELEVATION
0.5' ± -'
( _0.75'-�
COMPAC III PLAN
AT
T (--18"-1
STRAIGHT SPLIT
CAP UNIT ELEVATION
f
�0.75'-�-•i
STRAIGHT SPLIT
CAP UNIT PLAN
BLOCK SECTIONS
\,,.���N CA
.©
oF�,SS/
- SEAL
022530
E
cl
1.0 A
`~
N EE
w z :P
¢ 'a'
a us
(U
Lu H Ce a
g it o0
wwu0NOM
0- = ,, 0�
W Cr
"j X
< ro u<
0
Od
CO Cn
to rn
w
F-
ui
0
0
D
0
p
w
>
w
U
z
0
0
w
Q
z
CL
U
O
W
[] U
u
z z
0 0�
� w
>
w 0
>
w
DATE
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
00
N 00 <Ln z
t0 T-I , i
0
U CAI u Cn
z ~
Lu N 0to
I-
W
u o�S m o
J © z
'Q = <
ce
0 o W
u- ~
t
W 1 z
0 ry
ry
z P
U
JOB NO.
37630. 02
SHEET NO.
C7.3
=O
O
0
22
6
caco
� co:) 8
Y (D
a
n
z
D a�
5 Q
o
0
ii
o •3
a a,
X
N (SS
a)o
�_
L
wv
�_
O
40
ao
(�
Ea
U co
0 �
m
50 C
�o
N•
� U
3
RS �
n O
G U
:6
� O
y
L-

SLOPE CONCRETE AWAY
FROM DISPENSER ON ALL SIDES
THREADED PVC CLEAN
OUT PLUG
HEAVY DUTY COVER W/ LETTERS "C.O." CAST
" < •d FINISH GRADE; GRADE „a:A, : �,. -- 1" IN GRASSY AREA
DISPENSER (TYP.) .g: SURFACE AWAY FROM 0" IN PAVED AREA
CANOPY COLUMN (TYP.) a
BOLLARDS (TYP.) CLEAN OUT
<. 4 MIN. 4,000 PSI
ADJUSTABLE HEAD CONCRETE COLLAR
PLAN VIEW 12" 12"
1-1/2" HIGHER SLOPE CONCRETE NOTES:
MAX THEN T.O.C. AWAY FROM SUMPS ON 1. SEE APPLICABLE DETAIL I II -•E SIZE OF RISER PIPE PER LOCAL
FINISH T.O.C. PER ALL 4 SIDES
FLANGE
ISPENSER FOR BACKFILL AND BEDDING CODES
CIVIL GRADES INSTRUCTIONS. 45 DEGREE BEND
1:12 SLOPE MAX 9:12 SLOPE MAX
$ )jC a ® CRUSHED STONE °�00 °a
a PERLOCALCODES
�z
".
00
g• WYE 4 °� 0 �� a°� a 0 0 �� � p
_ 0 ° 1�o a 0 °0 a c� ° FLOW DIRECTION
„ Oa Q�Q o
REFER TO PAVING
PLANS FOR PAD —
THICKNESS I I ®'-Fl
-
DISPENSER ELEVATION VIEW NATIVE - __
SUMP SOIL C7 � �' a c a0 0 0 0 a s c� ° o
NOTES: \R
1. SEE PETROLEUM PLANS FOR ADDITIONAL DETAIL ON SUMP AND DISPENSER ATTACHMENT. SEE CIVIL PLANS FOR PIPE SIZE, TYPE, AND PLUG WYE IF SERVICE LATERAL
2. REFER TO CONCRETE PAVEMENT JOINT DETAIL. ELEVATION DOES NOT CONTINUE
# CK-200 DISPENSER SUMP DETAIL # CK-205 SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE NOT
6"
A ci 2.3" r--
;; SPECIFICATIONS:
MATERIAL: COMPRESSION MOLDED RECYCLED
END VIEW �, RUBBER COMPOSITE.
FRONT VIEW M COLOR: BLACK WITH YELLOW/WHITE OR BLUE WHITE.
REFLECTIVE TAPE NOMINAL DIMENSIONS: 72" L x 6" W x 4" H
BLACK NOMINAL WEIGHT: 34 LBS.
A
r-- 6.5"-►1-t-11.5" 6.5" --1-- 5" NOTES:
1. INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S
`
vM ITems— --- rr (o SPECIFICATIONS BY GENERAL CONTRACTOR.
;.:. ..:; -..:., :. . _•, 2. INSTALLATION HARDWARE TO BE PROVIDED BY
GENERAL CONTRACTOR.
N 3. PRODUCT TO BE POST -GUARD 6 FT PARK -IT CURB
TOP VIEW
A
1" t---I 2" t-- --I t-- .75"
O m
Om q
O NOMM
LAWN AREA OR
PAVEMENT
LANDSCAPE EDGE
4"
1
ISOMETRIC VIEW
A
PRODUCT
LENGTH
INSTALLATION HOLES
6'
72"
1 4
RECYCLED WHEEL STOP DETAIL
PLANTING OR
MULCHED AREA
4
Jam'"
EXISTING GRADE OR GRADE OF
PLANTING AREA _
NOTE:
USE TRENCH EDGER AT ALL
EDGES OF BEDLINES TO
3" CONTAIN MULCH
1, .
TRENCH EDGER DETAIL
NOT TO SCALE
cc
c
cm
INSTALL SHRUBS SO THAT TFJ`­
TOP OF THE ROOTBALL IS A
0 THE SAME GRADE P
ORIGINALLY GROWN OR 1
' ABOVE IN POOR DRAININ
a SOILS. DO NOT COVER THE TC
r OF THE ROOTBALL WITH SO
00
_ REMOVE ALL STRING, WIRE, AN
BURLAP FROM TOP)/3 OF BAI
O
(D
a
BACKFILL PLANTING PIT WIT
NATIVE SOIL. INCORPORAT
SLOW -RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE
OF PIT
NOT TO SCALE
NOTE:
METAL LANDSCAPE EDGE
BY: COL -MET
COLOR: GREEN
TYPE: 1014-6 (14GA)
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
[:3ilEYS�l
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
OR APPROVED EQUAL.
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH.
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
THREADED PVC CLEAN NEENAH R-6013 THRU R-6099 19
OUT PLUG PER THE SIZE OF PIPE AS SPECIFIED ON CIVIL © SLOTS ALLOW FOR
PLANS VERTICAL ADJUSTMENTS
� SwF
INSULATION
FINISH GRADE; GRADE '•e�:, s.: M - 1" IN GRASSY AREA ,
SURFACE AWAY FROM 0" IN PAVED AREA
CLEAN OUT
ADJUSTABLE HEAD 6" MIN. 4,000 PSI
12" 12" CONCRETE COLLAR
NOTES:
1. SEE APPLICABLE DETAIL -• SIZE OF RISER PIPE PER LOCAL
FOR BACKFILL AND BEDDING CODES
INSTRUCTIONS.
45DEGREEBEND
°� c %_ °` QO O 00
°O/ 0 00.0. CRUSHED STONE
INLET PIPE o a a° oa° //�/ /000
a �'"" PER LOCAL CODES
C3 a 4 a+ 0,0
FROM ROOF WYE 1 O O °a O 100
�
DRAIN €� /�/ aFLOW DIRECTION
4 0 0 ° °ti 00 a
o U— — n 00
a s — 0a s �
tea to o 0 0� a a
SEE CIVIL PLANS FOR PIPE SIZE, TYPE, AND PLUG WYE IF SERVICE LATERAL
ELEVATION DOES NOT CONTINUE
# CK-210 STORM DRAIN CLEANOUT DETAIL
ALE NOTTO
3
or, I„
1. FENCE TO HAVE A BLACK COLOR AND AN ACRYLIC OR POWDER COATED FINISH.
2. REFER TO FENCE MANUFACTURER FOR SPECIFIC FENCING DETAILS.
12"0 MIN. 3. LOCATION: TOP OF RETAINING WALLS AS REQUIRED BY STATE AND LOCAL CODES.
4. NO MANUFACTURER OR INSTALLER SIGNS ARE PERMITTED ON THE FENCE.
5. WING WALLS REQUIRED WHEN FENCING RUNS ATOP RETAINING WALLS AND WALL
HEIGHT EXCEEDS 30".
# CK-325 METAL FENCE DETAIL
3 X ROOTBALL I _
DIAMETER (�
EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
-- �� •�•7 f , -
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
4" X 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH
WITH MULCH
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
G3i> U, 091 7
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
�Yr1=1713'EyIi7�•'11=3�;;[�I7��A_1�lt�l�C�'
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
Y INTERIOR ANCHOR
NYLOCK NUT
WEDGE ANCHOR W/
FLAT WASHER & NUT
YACHT QUALITY
EXTERIOR;
HINGED LID
CONTINUOUS
HINGE ON REAR
LID SEAM
LOCKABLE HASP —I DRAINPORT (TYP)
SINGLE ANCHOR DETAIL AND STABLE
LARGE FLIP TOPS WILL GET FLANGE
DOUBLE ANCHOR (NOT SHOWN) FIBERGLASS FLIP TOP ENCLOSURE
HOT BOX CATALOG NUMBER
TYPE
STYLE
WIDTH
LENGTH
HEIGHT
COLOR
OPTIONS
LIGHTS
FANS
ALARMS
H-HEATED
F-FLIP TOP FIBERGLASS
W-WHITE (SAIL)
N/A
NIA
N/A
* GC TO SIZE; REFER TO NOTE 2
1. PROVIDE AN ABOVE GROUND HEATED HUBBELL FLIP -TOP FIBERGLASS HOT BOX ENCLOSURE, HB MODEL, H
PART NUMBER, COLOR = WHITE (SAIL).
2. SIZE EACH ENCLOSURE TO ACCOMODATE INDIVIDUAL APPLICATION.
3. USE AN ALTERNATE ENCLOSURE ONLY IF REQUIRED BY JURISDICTION AND APPROVED BY CONSTRUCTION
MANAGER.
4. SLAB SIZE SHALL BE 9" LARGER THAN ENCLOSURE EXTERIOR DIMENSIONS AND 4" THICK MINIMUM.
5. ENCLOSURE SHALL BE ASSEMBLED PER THE MANUFACTURERS INSTRUCTIONS.
# CK-240 HOT BOX DETAIL
C1
RE
FOR DIMENSION
NOTE:
1. REFER TO LANDSCAPE PLAN FOR GROUNDCOVER AND PLANT MATERIAL INFORMATION.
2. REFER TO TREE AND SHRUB DETAILS FOR ADDITIONAL SPECIFICATIONS.
�\ LANDSCAPE ISLAND DETAIL
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
:W
�� 12 GAUGE GALVANIZED WIRE
�- -- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL, ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
1CA Rp��%,,
SEA
022530
9�p
,,J111I11 I%\�
0),q, Y
fi
o �
w 0
E
N
Lu
¢ T,
ua
Wt°'i��;
a uu..
z
uj°��
O
o
a x
0-%
U
Z
_jVX
U
0
ca0
0
0
Ln
0
v
z
uw
i
0.
F- '-0
,�,
>
Z
LU
O
Lnn rn
U)
Lu
w
vi
a'
0
M
Q
0
o
w
>
u1
Imo-
Q
z
•-+
0
DATE
>
D
0312812019
0
DRAWN BY
A. MAY
r
DESIGNED BY
B. DOWNS
CHECKED BY
.
R. BAKER
SCALE
AS SHOWN
•
•
U
G
0
N
Lr) 00 Q 0
tD
Q
0
O m
U NQ
U
O _
N o `
W z W
zUJI
� p
oZS � o Q
ne p
U � 0
_I �:-
�C Q s
Z 1
-M-II �� W = o
O o}— Q�
LL- �' z
' O wo
U
W o
I <L > �-
_ _ E-
a=
c�
a8
O = 08
Z H `�'
z�
o2
�a
o�
0 •�
o .§
Q�
U N
N O
� _
f6 0
�o
E-0
c
� ro
� m
w
m
JOB NO. 0 c
@ o
37630.02 N
�r
0
SHEET NO, a o
C7.4

1268"
— .1,0
opfL�ol�m� WINIMMEMI
f°=1 /2"
R=1/2,.
2 3/4" 1
Cast Iron Valve Box.
NOTES:
1. VALVE BOX WILL CONFORM TO
ASTM A48, CLASS 30 B
2. MINIMUM WEIGHTS:
COVER ..................... 29 LB&
TOP SECTION ..... ... 60 LBS.
BOTTOM SECTION.... 49 LBS.
TOTAL.,.. 138 LB&
B
f � F
A �} A
WATER
3/4"R
B
`SALVE BOX COVER
SECTION A —A
E R = 1/2
1 3/4'r 9" 1 3/4- E
ri1- 1 4,.
1218"
SECTION B—B , 2 3/4" 10 1/2- 2 3/4-
1 ti"
BOTTOM SECTION
CITY OF I N T N- ALE
DEPARTMENT OF PUBLIC WORKS
N.T.S, REVISED 3-1-17 ENGINEERING DIVISION
R:\,Datu\Ut!Iity\Utillty Spec Drowings\C-38 cost iron valve box..dwo C-38
Concrete Thrust Blocks w/ Anchors for Top Vertical Bends
m
1 /4" 20 °I t"PE 304
STAINLESS STEEL STRAP
MINIMUM 6" EM13EDMENT
"yak¢'.•-
w PROP. D.I.
WATER MAIN -
MINIMUM VOLUME OF CONCRETE
BASED ON TABLE
STRAP REQUIREMENTS
PIPE SIZE NUME
(INCHES)
OF STRAPS
4
1
6
1
1
12
2
16
450 AND 90* BENDS ONLY
3" FLANGE
MINIMUM REQUIRED CUBIC YARDS OF CONCRETE
PIKE SIZE (INCHES)
FITTING
4
6 8
12
16
90° BEND
2.0
3.8 6.0
12.0
21,0
4 BEND
1.0
2.0 3.0
6.5
11.5
22 1/2" BEND
0.5
1.0 1.5
3.5
6.0
11 1/4P BEND
0.2
0.6 1.0
2.0
3.0
,Data\Utlllt \Utility Span Drawings/C--43 concrete thrust block verti l.dwg C-40
Valve Box Installation
„
WATER
74'1
❑�.�
"A" CONCRETE4
PAVEMENT
(INCLUDING GRAVEL AND
DIRT STREETS)
SHOULDER
ON,CR
A�
E PflT
TOP SECTION
..
BOTTOM SECTION (OPTIONAL)
8- PVC, SCH.40,
1. WHEN VALVE IS IN PAVEMENT,
160 PSI, ASTM
TOP OF CONCRETE PAD TO BE
D1785 OR 8" D.I.
AT ELEVATION OF BOTTOM OF
SURFACE COURSE.
2, WHEN VALVE IS ON GRAVEL O
DIRT STREET, TOP OF CONCRETE
PIPE. SHALL EXTEND TO
PAD TO BE AT FINISH GRADE.
BOTTOM OF STUFFING
BOX OF VALVE,
F
3» CAST IKON VALVE BOX WILL
CONFORM TO ASTM A48. CLASS
44
308 AND DETAIL. DRAWING.
BRICK
4. TWO (2) BRICKS ARE TO BE
PLACED AS SHOWN UNDER PIPE
180° . BRICKS SHALL. NOT REST
ON VALVE BONNET. (PLACE BRICKS
j
ON FLAT SIDE OF BONNET).
i
i
CITE' OF WINST -
AL.EM
DEPARTMENT OF PUBLIC WORKS
i
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
R>\Dato\Utllit5r\Utllrtl Spec Drowings\C-39 valve box Enstallotion.dwq
C--39
Polymer Concrete Meter Box for 1 1/2" and 2" Meters
Hydrant and Valve Installation
6" MAXIMUM
1" MINIMUM
f,
Concrete Thrust Blocks for Horizontal Bends
Ask
2' MIN
HYDRANT BASE
(SECTION VIEW)
MINIMUM OA" DIMENSION
PIPE SIZE (INCHES)
(FEET)
"
DOTE: ABOVE DIMENSIONS BASED ON THE FOLLOWING; 250 PSI WATER PRESSURE AND
R.\Dota\Utlllty\Ut6ltt; Spec Drowings C-42 concrete thrust block horizontol.dwg C_
2" Water Main Tap to 6" or Larger Water Main
PAVEMENT
(INCLUDING GRAVEL AND DIRT STREETS)
STANDARD
- VALVE BOX INSTALLATION
IDENTIFICATION TAPE
COPPER TRACER WIRE
PVC PIPE
" - GEO'TEXTILE SEPARATION FABRIC
2" STRAIGHT COUPLING
DALE THREADED X PACK JOINT FOR PVC
C87—NL BY FORD OR EQUAL)
2- BALL VALVE CURB STOP
COMPRESSION X FEMALE
(041—G—NL BY FOLD OR EQUAL)
1, TWO 2) BRICKS ARE TO BE PLACED
AS SHOWN UNDER PIPE 0 180,
i ata\Utlllt \UtIIIty Spec Drowings\C-53 2inch water main tpp,dwg
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
C
aCARpl'�
_ E -
022530
W.
<<!11EIEE0 \ I j
Al
Q
0
l�O 0
N (E''
LU U y
m E�
a .7,� LU
�
(.��N <C
LUOoM ° ��-
m I— O
z ~ F, v)
��UX LLJ
U CY
0 Q U
d
Ln2 R..,.
�. 0
E LU
C' > Z
W 0
Ln ON V)
LU f^ kLLl
!Y
oG
O
_
Q)
s
LU
`i Q
U C)
0
O
DATE
n 0312812019
O
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
. AS SHOWN
0
fV W Q
�z
i r, • 0/
U 0Y
. NUS
z h � H
Q
w z I—
z ry W
W
U o� = o
J pC°z
z � Z: <
o 0 w
O10
�,...
U LUQz
le—
C_
_r U
;7 H
U
10B NO.
37630. 42
SHEET NO.
C7. 5
7
N
O
2
ro
3
0
2-
0-
T
C
ro
O
N
n
O
co
co
z3
C
ro
Q
0
0
Z
I

0
W
00
O
0
CL
1/2" RAD.
2'-6" CURB AND GUTTER
(NCDOT STANDARD NO. 846.01)
_61P 2 x_O)f
/---7-3" RAD.
A
.4 4
4:
4- • r
A.B.C. (3" MIN.)
ASPHALT
1/8" RAD.
Fj M.
11-011 2$-6"_
NOTES:
1. CONTRACTION JOINTS ARE TO BE PLACED EVERY 10' (15' IF
CURB MACHINE IS USED) AND EXPANSION JOINTS EVERY 90'.
2. BOTTOM OF A.B.C. UNDER CURB TO BE AT SAME LEVEL AS
A.B.C. UNDER ASPHALT.
VALLEY CURB AND GUTTER
9 21 ASPHALT
0-) A.B.
A
4 C.
N
A.B.C. (3" MIN.)
V—Cy 21-13"
CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 1/13/12 APPROVED BY-
streets\street detci1s\streetdetdIs.dwg V-3
0- 0% 0% 0% ra
- -_- ----------------- -----
MATERIALS: All parts are made from HS, steel tube.
FINISH: All steel components are protected with E-Coat rust proofing.
The Maglin Powdercoat System provides a durable finish on all metal surfaces.
INSTALLATION: The bike rack is delivered pre -assembled. It is available with either a surface mount or direct burial installation option.
TO SPECIFY., Select MBR500-S
Choose:
- Powdercoat Color
Galvanized Finish
Surface Mount (MBR500-S-G)
19114,
[489mm]
1 5/8"
41 MM
04 1/2'
[114mm]_�
qw, MAG LIN
M
All dmwipgs, deign and details on this r89e remain the ProWtY V. l,4aglin Site Furniture lne, and may no, be used without lylaglin awffioriwdon.
Detaiis and specifications r1ayVZ)rydue W continuing nnprmarnents of our products,
DIMENSIONS:
sleight: 35' (88.9cm)
Length: 19.25" (48,9r:m)
Weight: 13,271bs (G,Okg)
T 800-716-5506
F 877-260-9393
WWW MAOUWCO.
SAIESOMAO; [WC011
COMMERCIAL
DRIYEWAY
20*-36'
(TWO WAY)
TAPERED ENTRANCE
1 -W __ , 20'
25'-0- MIN. TO R/W LINE
(ONE WAY)
5'-0ft MIN. TO PROPERTY LINE
ON CORNER LOTS
10' UTILITY EASEMENT
MAX. 3:1 SLOPE
8' OR TO R/W LINE
WHICHEVER IS
6" CONCRETE APRON
GREATER
(3000 PSI.) MIN.
1/4-/FT
OVER 6" ABC
OPTIONAL TURN
TO 1/2"/FT
DOWN CURB
3'_O (TYP.
CURB & GLOIEEL-
1
.1--2-MAINTAIN
26' 42'
FLOWUNE
NOTE. SIDEWALKS IF EXISTING OR
SEE DWG V- FOR
REQUIRED SHALL BE ADJUSTED
ALLOW DRIVEWAY GRADES
TO MEET ADA REQUIREMENTS AT
DW AND SHALL BE 6" THICK
DW PERMIT REQUIRED.
20'-36'
(TWO WAY)
16'-20'
(ONE WAY)
RADII ENIB&NCE
10' UTILITY
3:1 SLOPE
------R/*
6" CONCRETE APRON--,,,,�,
(3000 PSI.) MIN.
OVER 6' ABC TO 1/2"/FT
1/4-/FT
R=5'- 1 O� /R=5*- 10'
2-MAINTAIN FLOWLINE
CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED APPROVED BY:
I
streets\street detaiIs\streetdetai1s.dwg V-13
4" Sewer Connection for Deep Mains
a.
W
a M5
0
8
I
1 4
o
0
MW
Z3
Uj
V)
Z UM,
0
:WZ Z
Z
W J
W
E?
0
UA
M
L'i
L
jE
M
Lj
W
W
M in rA
>:
-
0 F cn
Z
0 Z
0 Z
Uj
W
Z
3
ZT91][192111=1
W N
R6
CL
._j
13CL
a
(n in
C3
I
41nah mm deep mWnsdw9
DRIVEWAY GRADES
L CONCRETE APRON 10' (MIN.)
(MONOLITHIC)
10' (MIN.)
(TO GRADE}— 6' CONC. (MIN.);
EXIST. GROUND (3000 PSI.) +10% A
+2.08% MAX.
104-
6-ABC (MIN.)
COMPACTED SUBGRADE DRIVEWAYS SHALL BE DESIGNED
EXISTING "i"', " l.. . ". BY ENGINEER FOR PROPOSED
XISTING CURB FLOW LINE
SHALL BE MAINTAINED CONDITIONS.
SIDEWALKS IF EXISTING OR REQUIRED SHALL IF NO CURB & GUTTER EXISTSOR IS REQUIRED APRON
BE ADJUSTED TO MEET DRIVEWAY FLUSH IN BEGINS AT EDGE OF PAVEMENT.
ACCORDANCE WITH ADA REQUIREMENTS.
COMMERCIAL ENTRANCES
CIL RJW
10' APRON (MIN,) 5.
(MONOLITHIC) -(MIN.Y
8' (MIN.)
MST.
GROUND
+67. +1
*' 2 MAX.
4%
+ 1 -
- MAX, 10%
6- CONC. (MIN.) I
(3000 PSI.)
COMPACTED SUBGRAIDE
COMPACTED
BASE RECOMMENDED) DRIVEWAYS SHALL BE DESIGNED BY
ENGINEER AS NECESSARY.
EXISTING CURB FLOW LINE
SHALL BE MAINTAINED IF NO CURB & GUTTER EXISTS,
SIDEWALKS IF EXISTING SHALL BE APRON BEGINS AT EDGE OF PAVEMENT.
ADJUSTED TO MEET DRIVEWAY FLUSH
AND SHALL MEET ADA REQUIREMENTS.
RESIDENTIAL ENTRANCES
CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC WORKS
N.T.S. REVISED ENGINEERING DIVISION APPROVED BY:
streets\street detciIs\streetdetaiIs.dwg V-15
41' Restaurant Sewer Connection
MUj
0
ca
M
6
9 1
a,
<
W 0
a-
0
naz
0
R.\Data\U'dfty\UWtty Spec Oref np\C-24 4kwh rewtaumnt S 0QnM4W9
CL
M a
M
R
to Ox
tR
V)
n
Z
Z
X
Ljj
_j V)
<
M
Z
Z
Z
IL
8
L)
8
CL
Cf U_
Z
(Y
Z
Z
Uj
W
Z
'Z
W
a.
0 C<L
LU
Uj
in
DIX
ZW
0
0 W_
2411 x 2411 Catch Basin
PPMAN
kkkim
E
Part #: 2400 ( 2 Openings) and #2404 ( 4 Openings)
Material: HDPE (High Density Polyethylene)
Color: Black
Use with 24" x 24" Grates
Fits: 3" or 4" Sch. 40, sewer, drain, corrugated, and triple
wall pipe, 6" and 8" sewer, drain and corrugated pipe, 10"
and 12" sewer, drain and dual wall corrugated pipe , 12"
single wall corrugated pipe will not fit 10" single wall
corrugated pipe.
Requires 2 or 4 #2410 Universal Outlet
Weight Per Each: 19.45 lbs. ( #2400), 18.00 lbs. (#2404)
UV inhibitor
24" x 24" Square Grate
91
14 %"
Part #: 2411, 2412 Load Remmmendation Guide
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION�
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
\\0 k�jllll CA
�•Ss
E
22530
A
Ic IN -
W 16
1/1 it woo
11 6%hy
E
%'0nv
0
rr_'j E
U
LU
Z
q-
LU
LU Ce 64
LL
Z
0
LU 0 p
0c
t
0
F_
Z LU M
Ln
U
uj
Ce
j
< Ix �s S;x
W
LU
Lu
a
to
CY-1 0
0
U
Ln Ln
Z
:L1 Ch
a
0
LLJ
0-
>
Z
ai
W
0
LU
>
F_
LU
Lli
CY-1
M
0
0
LLJ
O
U
<
Z
0
DATE
0
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
O
0
00
Lr)
<
T..q Z
20 -
(y) 0
U
cn
0
"0
0
Z
*6
U.1
0
V Z
V)
UJI
S
UJI
U
-
06 Z
:5
C)� 0
Z
0
_j
U
0
Z
C
er
_j
0
0
Uj
F_
00
-Der
20
ce-
U_
0
U)
Z
<
LU -Ij
Z
0
2:2
02
U
_j
J <
rZ
>j-
M �
U
E 6
-0
CL
D
0
0
cr
Z W
0
.5;
Q)
0
0
0
Z .2
0
x
0.0
0
0
E -0
Co
0 -0
t �0
JOB NO.
Z 0 C�
tn,2
37630.025
co
CO 0
C
SHEET NO.
0
M 0
C7.6
CL
(D 02
L

a
P
.f
' STEEL POST WITH
1. RM.' ROUTED� OFFSET BLOCK
PLAN
STEEL
GUARDRAIL___.
'
POST I
BEAM
GUARDRAIL
1-8-OMETRIC VI
E! E#
a #
IE
E! ## ,
" '" # GUARDRAIL POST
9 E
IEi! E# 1
!!
I t
EI E# I# !E a E
Ei !a Il !a I t
Ea Ea IE !E a E
Ei Ef III !E i #
EE Ea IE !/ a E
Et EI IE !E E E
E/ Ea II !E
DOUBLE FACE GUARDRAIL 'WS' STEEL POST WITH
ROUTED OFFSET BLOCK
SID FRON
NOTES:
A - Va" DIA. BUTTON HEAD SPLICE BOLT 114" LONG (8 REQ. PER SPLICE JOINT) .
B - W DIA. BUTTON HEAD BOLT 71t"/9" LONG WITH NUT FOR BOLTING 6"/8" ROUTED OFFSET BLOCK TO STEEL POSTS.
C - FIELD PUNCHING OF HOLES INTO GUARDRAIL AS DIRECTED BY THE ENGINEER.
TYPICAL Rt D GUARDRAIL POST ALTERNATIX
THICK i PLATE
WITH 1,4o" DIA. HOLE
CENTERED IN PLATE.
i PLATE TO BE WELDED
TO ANCHOR PLATE.
BREAKAWAY TERMINAL
POST SLEEVE
]J`7�
INH HEX NUT
HEX
r BOLT WITH WASHER UNDER
REQUIREDNUT (8 PER ASSEMBLY)
ANCHOR PLATE ASSFABLY
1-b" THICK WASHER 1" DIA. THREADED -ii
DETAIL O STANDARD WASHER
STANDARD WASHER: TYPICAL USE UNDER iii POST
711
i
SWAGEDTO BE
CONNECTED
SWAGED CABLE
I IIV! lil t�lill�1�'II�'y�tj}t�lil}��
DETAIL OF
STANDARD
t.o­ �11w��
t=
DIA. HOLES
BUTTONSTEEL PLATE
ANCHOR PLATE
34s" DEEP RECESS
DETAIL OF
SYSTEM PARTS
FREEZER
CONDENSATE DRAIN
X/ yz " 05 X/
\ 8" PERFORATED PVC PIPE
3' DEEP FILLED WITH #57 STONE
AND WRAPPED IN 2 LAYERS
OF FILTER FABRIC
NOTES:ii
1. CENTER DRY WELL UNDER CONDENSATE DRAIN.
# CK-224 CONDENSATE DRY WELL DETAIL
.i
r
am
V
mz ­11z
G) all off
v T/
C `� 1
N
Q cT
■
.J^aa
w IJ
r
STANDARD
H LINE POST
s"
7i8" DIA
CENTERED
ON 6" SIDE ..L...,
Mf t
i T /
1 � t
i !
i t
DIA. '
1 #
1 !
rr
A. tv
1 � /
E !
L............---------
i
WOOD _ OFFSET BLOCK
(FOR WOOD POSTS)
2'-0" X 1 `-6"
SOIL PLATE
"DIA...
tIA']
I«.. 4 1 1
STEEL CBE
TS 6"x8"xO.1875"
CL—._..
u
11/1" DIA. Am ENT
no
OV-ARING PLATE ROUTED
rr THICK PLATE OFF$ET_BLOCK
SYSTEM PARTS
SOIL PLATE
14" THICK PLATE
f
p
�cf)
1-4 o cz
Orr
aoco=;
I
" DIA.
HOLES i
_j
r N
zaCL
uj
C3
rim
� mlm
fl-�M#Ell
m1103114 rr
Q � S� 1 e_
>;�'� "x1 1 �rr <C I.....SPLICE BOLT SLOTS '
/ C3
F-4 -4 � ' RAD. r J 6 R C p =�
.. w c) 4 'q*
-0 � crs 55 ° 55 I=— t~I- Z UJ
G1C I —I
cli
w
550 o U t0x21 " POST BOLT SLOT CLL 1.4
emof S i �i�
----�i Gi
"Y55*
I
' 250 i %r'x'r SPLICE BOLT SLOTS
L---- NEUTRAL AXIS
SECTION X-X
6 rn ,� rr cc Z
rr 2 - 1/2 rr NEUTRAL AXIS Q
1 M
_17
1 r - rr LAP z
rr
M QL POST BOLT SLOT 40 2r -6 d
r z
3"
cc Z
i s rri r it Ora Orr rrr
{� r2:r I1 H M
an C:D
fir' z- I +H G1
y 'My ..,, .........
;- " X 21/2" POST BOLT SLOT
I" DIA. HOLES FOR
?%so DIA. BOLTS
6rrx11/$,r POST BOLT SLOT
% „x2lt,r
SHEET 6 OF 7 TERMINAL END SECTION TYPICAL END SHOE SYSTEM PARTS - GENERAL USE 862.021
SOIL & ROOT LAYER TO BE
LEVEL WITH TOP OF PAVEMENT
6" OF EXISTING SOIL THOROUGHLY
MIXED W/ 4" DEPTH OF TOPSOIL
ROLL SOD & WATER THOROUGHLY
1/2" EDGER TO BE SMOOTH CLEAN
SOD AS SPECIFIED & PARALLEL TO PAVEMENT
/\/���j\�\��/�/\/ • �\/�/\ PAVEMENT
PREPARED SOIL,. ��\/\�\/\�\/\�\/ — Y)In(F''
UNDISTURBED SUBGRADE
SOD DETAIL
NOT TO SCALE
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
CAR
-ss/p
SEAL -
02253
F�yC I N E<c,`�
''o` III
\11
u
r` c:
�o
N E
9
W
I.a.i
I
Lu
w W
0-U. NOR
O
37
�°6M
0.
z M �
C1.
0
�JV
Ua
w
Lu
©
z
''at
V
Z
Ln
> rn
c "l:
L �
°
w
d
tD
CQ co
f -1
>
z
.� a;u
0
It _1
Lh 0,
cri
M
O
s
0
F
a
to
ON
T'
Lu
C7
U
p
`~
Q
z
O
TI
TI
DATE
0
0312812019
DRAWN BY
A. MAY
DESIGNED BY
B. DOWNS
CHECKED BY
R. BAKER
i
SCALE
.
AS SHOWN
•
CL ,
W
Ln
"U � z
0
NUS
Q
Lu N °--
�C w
ui
06 �
u o
� p�°z
Q mQ
z I �U)
0 0 F-
OC ,
LL o
u _
= r � �
tL �-I',j �
O
Z P--4
U
�1
JOB NO.
37630. 02
SHEET NO.
C7. 7

PROJECT INFORMATION
ENGINEERED
KELLY HEFNER
PRODUCT
704-215-0743
MANAGER:
KELLY. [e-mail]
KEITH COEN
ADS SALES REP:
704-466-0135
KEITH.COEN@ADS-PI PE.COM
PROJECT NO:
IS119442
ADVANCED DRAINAGE SYSTEMS, INC.
COw"IRCLE K RURAL HALL BAYFILTERI-% I
HALL,R MA
S&AV�,V I
Q
bystorffwfrcft
FOR STORMTECH
INSTRUCTIONS,
■
DOWNLOAD THE
®
INSTALLATION APP
■
SC-'740 STORMTECH CHAMBER SPECIFICATIONS
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM
1.
CHAMBERS SHALL BE STORMTECH SC-740.
1. STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A
PRE -CONSTRUCTION MEETING WITH THE INSTALLERS,
2,
CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE
COPOLYMERS.
2. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".
3.
CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
• STONESHOOTER LOCATED OFF THE CHAMBER BED.
4,
CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD
BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE,
IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.
• BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR.
5.
THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE
4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12,12, ARE MET FOR: 1}
LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION
5 JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
6. MAINTAIN MINIMUM -6" (150 MIT) SPACING BETWEEN THE CHAMBER ROWS,
6.
CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,
"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
7 EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3l42" 20-50 mm
( )•
LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)
MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.
8 THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES T4 THE SITE DESIGN
ENGINEER.
7,
REQUIREMENTS FOR HANDLING AND INSTALLATION:
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING
9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT' INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
STACKING LUGS.
STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS
THAN 2".
NOTES FOR CONSTRUCTION EQUIPMENT
• TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN
SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION
1. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".
DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F / 23- C), CHAMBERS SHALL BE PRODUCED FROM
REFLECTIVE GOLD OR YELLOW COLORS.
2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED:
• NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
8,
ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN
• NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE
ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE
WITH THE "STORMTECH SG-31 O/SC-74O/DC-780 CONSTRUCTION GUIDE".
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:
• WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE",
• THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
• THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR
3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR HUMPING.
DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO
LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN _
ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH
EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.
STANDARD WARRANTY.
9.
CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.
BAYSAVER BAYFILTER SPECIFICATIONS
BAYFILTER MAINTENANCE
THE BAYFILTER SYSTEM REQUIRES PERIODIC MAINTENANCE TO CONTINUE OPERATING AT ITS PEAK EFFICIENCY DESIGN. THE MAINTENANCE
PROCESS COMPRISES THE REMOVAL AND REPLACEMENT OF EACH BAYFILTER CARTRIDGE AND THE CLEANING OF THE VAULT OR MANHOLE WITH A
PRODUCTS
VACUUM TRUCK. FOR BEST RESULTS, BAYFILTER MAINTENANCE SHOULD BE PERFORMED BY A CERTIFIED MAINTENANCE CONTRACTOR. A QUICK
A.
INTERNAL COMPONENTS: ALL COMPONENTS INCLUDING CONCRETE STRUCTURE(S), PVC MANIFOLD PIPING AND FILTER CARTRIDGES,
CALL TO AN ADS ENGINEER OR CUSTOMER SERVICE REPRESENTATIVE WILL PROVIDE YOU WITH A LIST OF RELIABLE CONTRACTORS IN YOUR AREA.
SHALL BE PROVIDED BY BAYSAVER TECHNOLOGIES LLC, 1030 DEER HOLLOW DRIVE, MOUNT AIRY, MD (800.229.7283).
WHEN BAYFILTER IS INITIALLY INSTALLED, WE RECOMMEND THAT AN INSPECTION BE PERFORMED ON THE SYSTEM IN THE FIRST SIX (6) MONTHS.
B.
PVC MANIFOLD PIPING: ALL INTERNAL PVC PIPE AND FITTINGS SHALL MEET ASTM D1785. MANIFOLD PIPING SHALL BE PROVIDED TO THE
AFTER THAT, THE INSPECTION CYCLE TYPICALLY FALLS INTO A BIANNUAL PATTERN GIVEN NORMAL STORM OCCURRENCE AND ACTUAL SOLIDS
CONTRACTOR PARTIALLY PRE-CUT AND PRE -ASSEMBLED.
LOADS.
C.
FILTER CARTRIDGES: EXTERNAL SHELL OF THE FILTER CARTRIDGES SHALL BE SUBSTANTIALLY CONSTRUCTED OF POLYETHYLENE OR
WHEN BAYFILTER EXHIBITS FLOWS BELOW DESIGN LEVELS, THE SYSTEM SHOULD BE INSPECTED AND MAINTAINED AS SOON AS PRACTICAL.
EQUIVALENT MATERIAL ACCEPTABLE TO THE MANUFACTURER. FILTRATION MEDIA SHALL BE ARRANGED IN A SPIRAL LAYERED FASHION
REPLACING A BAYFILTER CARTRIDGE SHOULD BE CONSIDERED AT OR ABOVE THE LEVEL OF THE MANIFOLD.
TO MAXIMIZE AVAILABLE FILTRATION AREA. AN ORIFICE PLATE SHALL BE SUPPLIED WITH EACH CARTRIDGE TO RESTRICT THE FLOW RATE
TO A MAXIMUM OF 45 GPM,
MAINTENANCE PROCEDURES
1. REMOVE THE MANHOLE COVERS AND OPEN ALL ACCESS HATCHES.
D.
FILTER MEDIA: FILTER MEDIA SHALL BE BY BAYSAVER TECHNOLOGIES LLC AND SHALL CONSIST OF THE FOLLOWING MIX: A BLEND OF
Z BEFORE ENTERING THE SYSTEM MAKE SURE THE AIR IS SAFE PER OSHA STANDARDS OR USE A BREATHING APPARATUS. USE LOW 02, HIGH
ZEOUTE, PERLITE AND ACTIVATED ALUMINA,
CO, OR OTHER APPLICABLE WARNING DEVICES PER REGULATORY REQUIREMENTS.
3. USING A VACUUM TRUCK, REMOVE ANY LIQUID AND SEDIMENTS THAT CAN BE REMOVED PRIOR TO ENTRY.
E.
PRECAST CONCRETE VAULT: CONCRETE STRUCTURES SHALL BE PROVIDED ACCORDING TO ASTM C. THE MATERIALS AND STRUCTURAL
4. USING A SMALL LIFT OR THE BOOM OF THE VACUUM TRUCK, REMOVE THE USED CARTRIDGES BY LIFTING THEM OUT.
DESIGN OF THE DEVICES SHALL BE PER ASTM C478, C857 AND C858. PRECAST CONCRETE SHALL BE PROVIDED BY BAYSAVER
5, ANY CARTRIDGES THAT CANNOT BE READILY LIFTED CAN BE EASILY SLID ALONG THE FLOOR TO A LOCATION THEY CAN BE LIFTED VIA A BOOM
TECHNOLOGIES, LLC.
LIFT.
6. WHEN ALL THE CARTRIDGES HAVE BEEN REMOVED, IT IS NOW PRACTICAL TO REMOVE THE BALANCE OF THE SOLIDS AND WATER. LOOSEN THE
PERFORMANCE
STAINLESS CLAMPS ON THE FERNCO COUPLINGS FOR THE MANIFOLD AND REMOVE THE DRAINPIPES AS WELL. CAREFULLY CAP THE MANIFOLD
A.
THE STORMWATER FILTER SYSTEM SHALL BE AN OFFLINE DESIGN CAPABLE OF TREATING 100%" OF THE REQUIRED TREATMENT FLOW AT
AND THE FERNCO'S AND RINSE THE FLOOR, WASHING AWAY THE BALANCE OF ANY REMAINING COLLECTED SOLIDS.
FULL SEDIMENT LOAD CONDITIONS.
7. CLEAN THE MANIFOLD PIPES, INSPECT, AND REINSTALL.
B.
THE STORMWATER FILTER SYSTEM'S CARTRIDGES SHALL HAVE NO MOVING PARTS.
8. INSTALL THE EXCHANGE CARTRIDGES AND CLOSE ALL COVERS.
C_
THE STORMWATER TREATMENT UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 85% OF SUSPENDED SOLIDS, 65% OF TOTAL
9. THE USED CARTRIDGES MUST BE SENT BACK TO ADS FOR EXCHANGE/RECYCLING AND CREDIT ON UNDAMAGED UNITS.
PHOSPHORUS, 65% OF TURBIDITY, 40% OF TOTAL COPPER, AND 40% OF TOTAL ZINC BASED ON FIELD DATA COLLECTED IN COMPLIANCE
WITH THE TECHNOLOGY ACCEPTANCE RECIPROCITY PARTNERSHIP TIER It TEST PROTOCOL
BAYFILTER INSTALLATION NOTES
D.
THE STORMWATER FILTRATION SYSTEM SHALL REDUCE INCOMING TURBIDITY (MEASURED AS NTUs) BY 50% OR MORE AND SHALL NOT
HAVE ANY COMPONENTS THAT LEACH NITRATES PHOSPHATES.
1 CONTACT UTILITY LOCATOR TO MARK ANY NEARBY UNDERGROUND UTILITIES AND MAKE SURE IT IS SAFE TO EXCAVATE.
E.
THE STORMWATER FILTRATION CARTRIDGE SHALLL BE EQUIPPED WITH A HYDRODYNAMIC BACKWASH MECHANISM TO EXTEND THE
2, REFERENCE THE SITE PLAN AND STAKE OUT THE LOCATION OF THE BAYFILTER VAULT.
FILTERS LIFE AND OPTIMIZE ITS PERFORMANCE.
3. EXCAVATE THE HOLE, PROVIDING ANY SHEETING AND SHORING NECESSARY TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY
F.
THE STORMWATER FILTRATION SYSTEM SHALL BE DESIGNED TO REMOVE A MINIMUM OF 65% OF THE INCOMING TOTAL PHOSPHORUS
REGULATIONS.
(TP) LOAD.
4. LEVEL THE SUB -GRADE TO THE PROPER ELEVATION. VERIFY THE ELEVATION AGAINST THE MANHOLE DIMENSIONS, THE INVERT
G.
THE STORMWATER FILTRATION SYSTEM'S CARTRIDGES SHALL HAVE A TREATED SEDIMENT CAPACITY FOR 80% TSS REMOVAL BETWEEN
ELEVATIONS, AND THE SITE PLANS. ADJUST THE BASE AGGREGATE, IF NECESSARY,
150-350 LBS.
5. HAVE THE SOIL BEARING CAPACITY VERIFIED BY A LICENSED/ENGINEER FOR THE REQUIRED LOAD BEARING CAPACITY. ON SOLID
SUB -GRADE, SET THE FIRST SECTION OF THE BAYFILTER PRE -CAST VAULT.
6. CHECK THE LEVEL AND ELEVATION OF THE FIRST SECTION TO ENSURE IT IS CORRECT BEFORE ADDING ANY RISER SECTIONS.
7. IF ADDITIONAL SECTION(S) ARE REQUIRED, ADD A WATERTIGHT SEAL TO THE FIRST SECTION OF THE BAYFILTER VAULT. SET ADDITIONAL
SECTION(S) OF THE VAULT, ADDING A WATERTIGHT SEAL TO EACH JOINT.
8. INSTALL THE PVC OUTLET MANIFOLD.
9, INSTALL THE PVC OUTLET PIPE IN BAYFILTER VAULT.
10, INSTALL THE INLET PIPE TO THE BAYFILTER VAULT.
11. AFTER THE SITE IS STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT OR DEBRIS FROM THE VAULT AND INSTALL THE FLOW DISKS,
DRAINDOWN MODULES (IF APPLICABLE), AND THE BAYFILTER CARTRIDGES.
12, PLACE FULL SET OF HOLD DOWN BARS AND BRACKETS INTO PLACE.
SEE N TE v3fd DOWEL
SECTION Y-Y
4L MANHOLE
E
l V
�iW�� I
W v fO *'1 j IL
co
in
D.54 C
FOR MANHOLE COVER & FRAME #4 BARS "Arr
OPTIONAL SPACED 6
C. TO C,
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
y" PIPE
t " E OR F 1Ae
SECTION
C-C OR D-D
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO, 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO, 840.66,
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
L
4 BAR
r
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP BLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL!
FT. OF LIT.
LBS.
REINF
CU. YDS.
MIN. H f
C.S.
R.C.
12"
21-0"
2'-011
21-3"
12
21-9dd
31-0"
3'-O,d
0.167
0.167
0.185
22
0.750
0.015
0.024
151,
2r-3:d
2141
2'-611
12
3'-O"
3'. 3"
3'-3"
0.196
0,196
0.204.
24
0,902
0.023
0.036
dr
18
1 if
2 -6
7 "
2 -6
2'-9 "
14
f 11
3 -3
Y dt
3 -6
! F
3 -61
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-O"
3'-0t1
31-3"
16
31-91f
41-0"
4`-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6'd
3'-9"
18
4`-3"
41-6"
4`-6"
0.375
0.375
0.296
51
1.860
0.092
0,127
36f1
4'-0"
41-0"
4'-3"
20
4'-91Y
5'-O"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-611
4'-9"
22
5'-3"
5'-61,
51-6t1
0.660
0.660
0.370
77
2.678
0.180
0.243
48"
5`-4"
5'-4"
51-31,
26
6'-31,
6'-4"
6'-4"
0,743
0.743
0.407
111
3.623
0.235
0.317
54"
51-1011
51-1011
5'-9f,
28
6`-7"
W-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
71-3"
7'-6"
7'-6"
1.042
1.042
0.481
145 1
5.090
0.367
0.495
66t1
7'-1"
7'-1"
6'-9`"
32
7'-10"
81.111
8'-1"
1.210 1
1.210
0.518
169 1
5.917
0.444
0.589
mom
6
STORMTECH SC-740 CHAMBERS
2
STORMTECH SC-740 END CAPS
6 STONE ABOVE (in) ���-
- 6 STONE BELOW (in)-
40 ; % STONE VOID _-
570 1 INSTALERp SYS1`EIN'VOL.UME (CF) (PERIM
289 SYSTEM AREA (W)
SYSTEM PERIMETER....ft......................................................................
PROPOSED ELEVATIONS
967,67
1 MAXIMUM ALLOWABLE GRADE (TOP OF P)
961.67
1 MINIMUM ALLOWABLE GRADE (UNPAVED
961.17
MINIMUM ALLOWABLE GRADE (UNPAVED I
961.17
MINIMUM ALLOWABLE GRADE (BASE OF F
961.17
1 MINIMUM ALLOWABLE GRADE (TOP OF R1(
960.17
TOP OF STONE
959.67
'TOP OF SC-740 CHAMBER
957.18
24" ISOLATOR ROW CONNECTION INVERT
957.17
BOTTOM OF SC-740 CHAMBER
956.67
UNDERDRAIN INVERT
956.67
BOTTOM OF STONE
8.50'
102.00„1 7 00'.......... _........................................................................ ...........
[ [84.00")
12 INLET PIPE /
5 09'
[61.08"] 2.50'-
[30.00"]
2,18'
26.16"
1.67'
[ ]
2a.Da
(SEE DETAIL)
NOTES
•
MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER, SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE.
• DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE
NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.
• THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER
COVER REQUIREMENTS ARE MET.
• THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING
CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND
PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED
ONCE THIS INFORMATION IS PROVIDED.
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)
24" SOLID LID 36" SOLID LID
STEPS (TYP)
WEIR
:� £�.•� _ � 960.09
r
957.50'
=r - 522 BAYFILTER CARTRIDGE
�.%'
_ 7.18' [PROPOSED]
_ �.
--; 956.671 [PROPOSED]
y� 7 cl.
1
-? 955:00
[6.00"] 3" PVC TEE W/ FLOWDISK a
6" INLET PIPE I r 3" PVC OUTLET MANIFOLD
6" FLAP VALVE \ 3" FLEXIBLE COUPLER
24" INLET PIPE -
12" OUTLET PIPE =f// SECTION A -A
6" INLET ORIFICE SCALE: 1/4"= V
0BAYFILTER522
BAYFILTER
�� BFV
7-1
OUTLET PIPE 6-
AIR RELEASE VALVE WATER QUALITY VOLUME 557 CF
DRAINAGE AREA
POLYMER SEAL 4 CARTRIDGE DESIGN VOLUME 1250 CF
# BAYFILTER CARTRIDGES 1
INLET DRAINAGE OUTLET CAPTURED SEDIMENT CAPACITY* 131 LBS
MATERIAL PATHWAY
THE BAYFILTER STORMWATER MANAGEMENT SYSTEM IS A
FLOW CONTROL STORMWATER FILTRATION DEVICE DESIGNED TO REMOVE FINE
MEDIA SPIRAL ORIFICE
SEDIMENTS, HEAVY METALS, AND PHOSPORUS. THE BAYFILTER
SYSTEM RELIES ON A SPIRAL WOUND MEDIA FILTER CARTRIDGE
OUTLET DRAINAGE WITH APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. THE
MATERIAL INLET PLATE FILTER CARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE
THAT EVENLY DISTRIBUTES THE FLOW BETWEEN CARTRIDGES.
THE SYSTEM IS INLINE WITH AN INTERNAL BYPASS WEIR THAT
FILTER LEG ROUTES HIGH INTENSITY STORMS AROUND THE CARTRIDGES, THE
FILTER CARTRIDGES REMOVE POLLUTANTS FROM RUNOFF BY
OUTLET
FILTRATION INTERCEPTION/ATTACHMENT AND ADSORPTION.
( )
COLLECTION
SEDIMENT CAPTURE PER CURRENT N DEP APPROVAL U CU J OV L
MANIFOLD
6" INLET PIPE
INVERT - 956.67 [PROPOSED]
24" INLET PIPE
INVERT - 957.18 [PROPOSED]
B" INLET ORIFICE
HOLD DOWN BAR
VERTICAL DRAIN DOWN MODULE
I PRELIMINARY - NOT RELEASED FOR CONSTRUCTION I
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
3AYFILTER
PAGE 4)
go
12" INLET PIPE
INVERT - 957.50
STEPS (TYP)
24" SOLID LID
12" OUTLET PIPE
INVERT - 955.00
� .e � WEIR
�,
- 3" PVC OUTLET MANIFOLD
3" FLEXIBLE COUPLER (TYP)
\ 3" PVC TEE W/FLOW DISK
J
... �- 3" PVC PLUG
~�. 522 BAYFILTER CARTRIDGE
36" SOLID LID
6.00'
PLAN VIEW
SCALE: 1/4" = 1'
G=? t g
J
f D
t
r--
I o
r� z z w U
t� t 4 I ❑!
Lu
n I o
Lf- o
_j o
m w o
Ln
w ( LU
y w - W
v 1p a
w
w
Z vi
Z,
w
w
Zw
cs «
3 W a
U AU
a WO
«
yo
I �¢
a
Zz
�o
a�
2 0
@ Q rr w
E s va
c, a
y�
I n Oa
as
w�
w4
w
zw
p w w
Zw
Jc
_ U ow
u o
-fog o Wo
z Uu U
0
Q Oy
o
N K
mW
U
8 a�
Z9 �
o�
o«
ww
Z y�
Tz
LU O �o
0
L} oz w
I- Q w
tti g w
vs
nz
t) c)
aW
wi
Q LL
Z = O
EYi �qq N
4 O Q co
M�
SHEET
OF 7
z
c�
ZFE
D
S w
� q E
Lu U y
of U w o
a z z 1
can U p
Of ¢Iw
Q C=... zo
o
1 a.
Of
C5 Q( v a. www p( q, a
I w
w
zF
oZ
zw
w
g
9 a
o W�
I Wa
N w U
o wW
I rU
i
¢
z
�Z
w0
j � W
._... ........ ........ ...... w o
0
o «
w
t U W ffl
O
2
a a
J
�m
Om
4 an
c o<
w -J`
z¢
w�
M Z �
U N Wl
0
>0 m WW
�-I ap� �o
�o nN
Z >„ off
N Z
Y
x
O ❑ a
W `5 =W
�I- ma WU
«a
Ac oa
O pIft <N
� ¢4
oCIO X
wa
ow
}�
(0 2 a
m ow
Z ��
a tN
aZ
W O zo
Zw
O J Ww a
VO T
t�''^'_� aw
O m
wZ
z a u"5
z w0
w
/�) aN
i ww
m sS-
LL
z 10
¢¢�
z « Z
04
�a
SHEET
4 OF 7
�OC�,ss/���
Q SEAL
022 _
w. �o, �e
111IIIIIII111t
E
0
4 �
kJo a
I\N E
u
W .E
Z
rcn
.@
Q
LI.1
wuaC-4
cl� � .1
D� LL O
O
C L 000
1
F-
O
ly
Ce
U)
;is
O
d
O
U
V)
Z
Z
L
C C1
Q
Lu
F
Lo
Q O�
Z
t3i
I>
UJ
p
Lo
FW-
W
O
S
W
ON
>
W
Uj
Q
C?
ri
z
O
DATE
cy-
0312812019
O
DRAWN BY
A. MAY
}
DESIGNED BY
B. DOWNS
CHECKED BY
•
R. BAKER
SCALE
•
AS SHOWN
•
•
CL
00
W Q
1,0
z
1 (y) 0
V
N u Ct)
O r-*N = MJ-1
z ce
Q
N
Luz j-
z ry W
W �
uc;6
: C�
p�°z
Q =
J U) U)
O � © LiJ
LL.
LJ 1 O
U Q z
J
O
0 z E-•-I `�
Y
JOB NO.
37630.02
SHEET NO.
C7.8
�O
o
CL
2z
00
.0:E
6
a
C N
0
1 c
�8
G
a1
Z
N
X
N
a) 0
O
0-
O
ca
o
� Ig
N ,o
L �
(D o
C E
m
a

co
03
0
IY
.n
Q
N
00
r
0
.o
a
ACCEPTABLE FILL MATERIALS. STORMTECH SC-740 CHAMBER SYSTEMS
AASHTO MATERIAL
MATERIAL LOCATION
DESCRIPTION
COMPACTION / DENSITY REQUIREMENT
CLASSIFICATIONS
FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
D
TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE
ANY SOILIROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
N/A
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.
PREPARATION REQUIREMENTS.
PAVEMENT SUBBASE MAYBE PART OF THE 'D' LAYER.
AASHTO M145'
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER
INITIAL FILL. FILL MATERIAL FOR LAYER'C' STARTS FROM THE
GRANULAR WELL -GRADED SOILiAGGREGATE MIXTURES, <35% FINES OR
A-1, A-2-4, A-3
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
C
TOP OF THE EMBEDMENT STONE ('B' LAYER} TO 18" (450 mm)
PROCESSED AGGREGATE.
OR
6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
SUBBASE MAY, BE A PART OF THE LAYER
LAYER.
AASHTO M43
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
AASHTO M43'
B
FROM THE FOUNDATION STONE (W LAYER) TO THE'C' LAYER
CLEAN, CRUSHED, ANGULAR STONE
3, 357, 4, 467, 5, 56, 57
NO COMPACTION REQUIRED.
ABOVE.
A
FOUNDATION STONE; FILL BELOW CHAMBERS FROM THE
CLEAN, CRUSHED, ANGULAR STONE
AASHTO M43'
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE 2'3
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
3, 357, 4, 467, 5, 56, 57
PLEASE NOTE:
1, THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO, 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4. ONCE. LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL
AROUND CLEAN. CRUSHED. ANGULAR STONE IN A & B LAYERS
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
12" (300 i
NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2, SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5, REQUIREMENTS FOR HANDLING AND INSTALLATION:
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2".
• TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550
LBSIINAN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
STORMTECH
UNDERDRAIN DETAIL
NTS
J 1 V KIL
CHA
UTLET MANIFOLD
FOUNDATION STONE
BENEATH CHAMBERS
ADS GEOSYNTHETICS 601
NON -WOVEN GEOTEXTIL
STORMTECH
END CAP
I
FOUNDATION STONE
BENEATH CHAMBERS
f
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
JESiGN ENGINEER
4" (100 mm) TYP FOR SC-310 &. SC-160LP SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-78% MC-3500 & MC-4500 SYSTEMS
SECTION B-S
L WALL
ORATED
E
ERDRAIN
SC-740 TECHNICAL SPECIFICATION
NTS
90.7" (2304 min) ACTUAL:. LENGTH
86.4" (2169 mm) INSTALLED LENGTH
<BUILD.ROW IN THIS DIRECTION
(OVER SMALL CORRUGATION)
744 mm ; /. \ 762 mm
1 ,1
12.2" `I I` 45.9" (1166mm) -, 51.0"
(310 mm) .(1295 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)
CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m3)
MINIMUM INSTALLED STORAGE" 74.9 CUBIC FEET (2.12 m3)
WEIGHT 75.0 lbs. (33.6 kg)
H
= 1 p W
x
Iv N
Lu
C:1
r
o zuj
_j
R U 0
T o
t4- � O
0
0
r o
CC o in
U m
W
C--) 0 d
z
m
w
Z�
ZZ
W w
Z i2 x
a oW
V)
�a
I
Zz
W O
[ �g
_ a
VU
W V)
o3:
Oa
as
w�
a
® ~ O W
Z J
7 x
U k' ran
y0)
o � W
i W Q
x o
0
N K Q
QpN m o 0
O mmo w w
o jIn
z � �Q
0
�a
oW
x
0
p or
C'i
mM o
2 " 4
<mD a aw
w0 z0
W aw
F <[ W
Nr J w(D
v� Z
S oz
W '0_
" ¢w
z w�
` 6 W
Z
m�
i =o
o�
0 2 J
LD
U � 2
� 4
0
Ix -
SHEET
5 OF 7
2
�
O
�
S
w
U
Av
F
U
C7 Z
Z
p
Y
o
a J
z
chi
N
<
p
U
o
.r
b
o
a
0
I
a
x
START END
U
W
J
m
w
_to
zZ
W W
[
0
a
W =
as
wa
>o
F_
zz
o
..... _...
.............._......,.........
.......in .
�g
a=
Y
=
� ¢
tali
U
W
d
x�
J
�a
a
O4
w -�
W Q
0 IL
2 W
Wz
O — U W h<-
*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS A 1' U a
J O W
PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
PRE -CORED END CAPS END WITH "PC"
� N
o
a oy
0 Q
i
� a
V W d
L " o
B
m of U
O � ww
c 8 D�
PART #
STUB
A
B
C
SC740EPE06T / SC740EPE06TPC
6" (150 mm)
10.9" (277 mm)
18.5" (470 mm)
--
SC740EPE06B / SC740EPE06BPC
-
0.5" (13 mm)
SC740EPE08T /SC740EPE08TPC
8„ (200 mm)
12.2" (310 mm)
16.5" (419 mm)
SC740EPE08B / SC740EPE08BPC
---
0.6" (15 mm)
SC740EPEIOT / SC740EPE10TPC
10" (250 mm)
13.4" (340 mm)
145' (368 mm)
-
SC740EPE10B / SC740EPE10BPC
---
0.7" (18 mm)
SC740EPE12T / SC740EPE12TPC
12" (300 mm)
14.7" (373 mm)
12.5" (318 mm)
---
SC740EPE12B / SC740EPE12BPC
1.2" (30 mm)
SC740EPE15T / SC740EPE15TPC
15" (375 mm)
18.4" (467 mm)
9.0" (229 mm)
SC740EPE15B / SC740EPE15BPC
---
1.3" (33 mm)
SC740EPE18T / SC740EPE18TPC
18" (450 mm)
19.7" (500 mm)
5,0" (127 mm)
SC740EPE18B / SC740EPE18BPC
---
1.6" (41 mm)
SC740EPE24B*
24" (600 mm)
18.5" (470 mm)
--
0.1" (3 mm)
1V IT13Hl SI it 'NOIlDndiSN00 O-L 8Ol'dd ONIMVidO SIHl M3IA3U llVHS
ar0 :03>1031-10 i ZtrG6! 6S :# 103r0?Jd _.-.
HMW :NMV80 61,/81,/Z0 :31VO
ON
SNOWWIl HORMO1S 01113Ad811bH IV8n8 N 31080
O
M
z
0
U
w
(i.
z
Q
z
0
L
O
w
w
m
S
U
C)
Us
U)
Q
U
p
z
w
a
ti
0
In
3uino3N 10wow ONV'SN011VlnO3H'SMVI 3l8VOIlddV llV 133W SlIV130 031VIoOSSV nv ONV 031OId3Q ($)1of100Nd 3H11VH132InSN3 Di 833NION3 N01890 31183Hl dO Ufll9lSNOdS32l
NI 9119 3H1 dO NO1109NIG 3H1 N3aNn SOV Ol MCIIAONd NOL1VW80dN1 NO 09SVS O3WdMd N33S SVH ONIMV80 SM1
N'o3S3tl 311S 3Hl "3A11V1N3S32ld3?i 103f02Id ?13H1O NO ii33N N �J 3 IS30 O
h..
NOt1dIT13S3Q
QHHQ,NMUO 31Y0
WO3"H03JJN80.WMMM i VW-Z69-9881 RM-R9-099
-------_----- -- - -
----i --- _'----
L909a I yo I llM,uiooa I s 31tns'ovad a00MNl OG
F
W
NOvoO vaJaM.unlua;aa.un!JuayaQ
VIP
o
(n
CD
'ONi'SW31SAS 3'JVNM80 03DNVhQtl
9ZOCb HO 'OHVIIIIHscm
aAIB Newgnal otr94
_.-.� ---- --
- I - -- --
w�
m�
w
ODU
to Z �?j
Cnp
F Z Q
wQLL
FQ�
�zz0
0z2
oWo
� A
LL
0m3.
Nwz
W
O p
W_
(9 in
1
�Q a
U
ap J
w 0 to
0 w '-
FL d 0
W h
M / 4
q 4 ui �
n
w
zap
UJ
h
O N
o U.
LL
w�
N�Oa..
Lu
Mu
z
w
a�
w>- z
co
w�
z �o
<
O cn
;E u
u> <
mQ
ZO
►-L)
O0.
F- P
zU
i..,. U U
¢w O
a
a.. Z
�o-1¢z
d 5-
� U
0 z d N
t O
tY
N a o w
JQ
Ow
>zw (9
a
w
n a0m
Z:i< m
EOV80
m
2
0z
F-aw0
Lw-d
xz
E, n o.c2
E
o
o
nazi=
apaw
z
N NUill
`'air_5¢
n
mFn0�
00
m
I-p0z
F
Nma..po
cc
W
SU-�
ui 0 W
O s`cl
w
i-N(9
4mwU
w ¢
a
5U
UmUJ
wNWO
?�ww
im-2
Qp
0LL
UU a
2
XQ
EQiC
m�0
U
z E
0 E
.w.t 9
U.
a- °o
U
z
W U
N
}S
F
a
00
w
U)
Z
O p
0 0
U Lu
d
p
w r o w
wz
z O LL cn
0.M _ M m CW.i
Z Oct ? a n. w
00) tw N ¢ z
p J z _j w u>
W>O ww o O w U
p J p O U 2 p :2p z Z
Q www F
a w o W e U O d W O w
J
Ewa wozwa E a d
202 00z 0 �Q z U z d
pzLL Jpp0LLLL u..0 O w
wo-
u-F-10E--]-a Ft F 7 O I"z
O w w LL O z w w m w U = 0 O
s u� cn 0 0 4 w to F- m w 0 < bi
OLIO ox000 m O a:< > z
¢wDw F-wmw zU) O O O O
zt EWO <- wow Q U L-W w
O z
Hwy : E ��-g� E 0 o a u._o W
z_j0°a Qzu)wo Q� w Z 0 x_
F u <W cc0�°0� Q W 4zcc
r �rrao. Dcaw�n�, I w0 vi a yw< a
Z ° Qt`f �w �U<�Ow m�i>�>w w z �ii0 ,
5wO�pmm �wonm tazI< IE � wF D
w<az z0< oz < zo ca wda z
U crowoz�zo 0� Wwo z°5 r d hp <c
T- w 1n zU z
Q u- 0 w (D g F- LL 0 0_ F- 0 z U' U
W oF--wowm-0>0 0- xFO-° pp vi 03 �t� Q
woOWC�<-UWcemi wow oWd� t� ¢ aEx Lu W
aL)www0U) w(n LLUw) pin z LL
Ct}Uwwtoq wrn F p < Z
�aLEEYp.j4. x =:.IL QX0.0 W N �O 2
UU ti FL C, U U 6YZ
Z
0 M— c.'N M"r I.t7Q rN C6 4[QQJ M CL ?�
F- Qd<(Q<C<t aisri m U¢odd Ow
W _ z F-j U
U Cy p
W W U)m z
z o o
Z in ri t; t; Z r N
o�
Wa
oW
o~
a, 4
p
J O
z�
Z d co ce)
�a
4Z
XZ
W
w0
z2
�n
ow
I- Q
W
C? J
vz
w 5
v
�W
In
W
z
_
U
U, R
W
N
m
Wy
m
<o
ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF
THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT
1-888-892-2694. o a
*FOR THE SC740EPE24B THE 24" (60o mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. 7-1
NOTE: ALL DIMENSIONS ARE NOMINAL ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WINSTON-SALEM,
FORSYTH COUNTY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
m
Roy'
ss/0,
s =
022530 -
�, �I NE
W.
011111111\ I Jfy
o c
to 0
r� E
N
W Z -f
aWi+3�-
Lu rj
Q u- 00
[i LL N
z
Q3
_
z ~
'' U' X
U)
<c��¢
LIJ
Ln Ln
z
_ m
•� t0
�
C:% tp
t-i
W
Lu
ui of
IW-
ui
J
TO
S
C9
0
Lu
W
> W Lu N
U
rl
Z
0
U) DATE
Q 0312812019
} DRAWN BY
A. MAY
DESIGNED BY
• B. DOWNS
CHECKED BY
R. BAKER
SCALE
AS SHOWN
C
7
.N
U
C
N
4
cco
3
0
Lr) Q 0
� T--1 z =
O a
I �
U
�u��
ay
Jm
Z F2 1—i .06= N0
W z-- N
UJI
U 06 Q
:5 C
J O
Q = Q o
3
Z 1
a a
Ce F+W W a O
O o Qo
CC 0 z
W a)O
a
u
Q
_ _0
J � �
C �
- 0
0 D O
O = 00
U
z�
O
x
Qi
o�
aD 0
0
E
o §
° ay
rL
� rn
iu 0
w U
2
E '(�,)
m 0
m U
U
o �
-0 c
iu
m g
JOB NO. N :
@ o
37630.025 c
to c
a
SHEET NO. a o
C7.9
� E
0

b4
b.1
b.2
G+3
63
62.
6A
6A
€A
&I
G.t
40
b
S
.1
0'.2
03
.6
b.3
6,3
6.2
b
t.€
€.t
.i
b.1
T.
L AREA LIGHTS ON NEW 15 FT. POLE € N 2 FT, CONCRETE BASE
Mill
IBM
�� LU 1.1 F
BUC 1�ATING WATTSILI,MIAiAIR�
° "
ANUFACT R
DESCRIPTION
QTY LABEL
�IIBC3L
r .e
�
•c.�a.
r
,a
•
�
II II
a
rr
II I;i
III
��
sl
f
r
,f
1

iiiii������������illi���ill��ilill���ill''�������������illi��ll��ll�illi�����ll�l�������ilill�l�l�ll���
I I �� I I �
�
_,_"­"­4 . . . ..... �­ ................. -,--
CPY Series - Version B �. I I 1-1111 I 1. , 11 1.11 11 I I., � I __­­_ LR6-18L . . ��_�.��.�_,___ —
,-,
t R,�i�,�I""kll��"--�, � - ­­­­­ 11- 11 ­­_­ I !�nLEC)Domilight-6'1152vnm) .1-11. - ;;;:::;;:::;:::::;:!:�;::Z:Z::::I ............ : . z . .� .......................... I ... I ... .1, ...... Z;;;:;Z�
m Noctura Series . ..... __111_1__1­_ ­_
moilmodilanaw CF`QWs`LVDGWWrWfitLtd*na�M ,......,......,....,.,...,.,..,.,.,.,..,...,.,.,.'..,.,.,..,.�.."..::;b "I'll. 11 - I - 11 I.- 1-1-1-1,11.11- I 11­­1­x­ ... ___, ��"*",�;����""".,�,���.1.41�'ll'..'��,�.11�
_'___._A . .... 4___.'', 11 '­­­­­, _ I—" 111-11.11 11.11, 11.1-11.1111. 11.11--l-1111-11 - - I
- I _1111 LEDMItMountL _"___._­__1._­111 ... x_..__x_,__":
ft"Mavesaw" OM Mount Ra"Desaiption I _­­, . A � uminalres 11 ­ I 11 I � � I I I . 11 ......... .............. : ............................................................. : ................. � ... : ...........
z _��. . � " ­­ ­­­ - I . 1,11-11 11. I I - - - "I'll", I',"". -, I 11 I � 1.11.11.11,
I I I I , - �
I
OSQ—XX + OSQ—A—NM-4ME-K-57K—UL—XX � I I :i­­_
" ',,, "
IftiWAINOLWCompWidiftLioutcera na an axtrenset,Wn prafRe. wretructed of ru"WcAdt. � I WC, , "' .%Uu�$U�-M&�Vb�gm�diwi-,?Mwtr"�of�mi7f�g�r'bi9o�CR14IRwhbwoA,�"�9�um � , "I'll" , , - � x .1 ..... 11.1 .... 11.1
51 �, ,�� � �. A
. I , '11&,,��. " ass 11 Piraductritiscription ,%
",
. "", , � I , , . ,� 1:� ... , .
easpeermismabees"t,moofuted ota�y tvarn b9ow obo, oa�dp� dt%� and can fro inoultim mou-not, 1 , 0 "�, , Netmott, TAtis btsts'e'roco porforl'offt is echiviat W wrrdan�s� On 4I, Afeacyand high'tida,W lot '­ :,', : I
11 I � - - LW is -, � - � Th. Nipcoure LED Was Mount t-outsio, odraroass cost of sonenhip Won easy i nstattati.n, h i9b .
- do .
Pined not" 0 an LM is WInposted with a highty'Otident pasberood ask or Q,? V (23on-f drop Iltoso I am"o,11,171-1 , � I *CgmTrMWNV'T%bmtV,,�wftani4t"r,'�t��d��fmr,l-dibulfw,MO"wm,��o�4'�,R�, � ,�: �..'�,,�'�:: �
"
r , 11 R �,F� N " ,, 'Ol.ttemppralumsa�di,"a.rmty�ft6m�pian--�(e�'si"slo��,t.c,.e , � I : I " - ,�� perforsoon" ondi quality oactoid, by a E�roe 5�ysor batised wo,rdiatis Tint No,Aota Soo' ,oa no a I
km � 01 qdaAfdq�0tsa_o,_;pral, I , ,!� "I �ocrctioabad style aamav area, Rom and ,vatt rocunt tominalros to praroda a consistent dayt,'not � al
I I I .2
11 I .... .
ANDWORM 90rdapato stmopiss, M I Wing staipifte, saffits ... I "I difor,issh 0024 �.Mqriio Drntay be mopitifted vAlb a GLN "Isp adapter, ,,, I I '�. I . . 11, appearanco some � ...... .
� .1 4 1 11�,M &, " s a ouilpf" tato or ompqi, The ,a"cd �oc thips"ight ate tainant houshygs" - �1­ �
I � , Apponfins* Convotaxiol o"o*votstictlon anti rves,14 'I', I , 1. ' . ,�.;, �
I t, - ". 11 IF!, 11 ...norij bu a=ora­yai.Word.aioa�ar!aty atforu,ttort bog ,ayotsi4'sq"ro, 3'..d 4' � 1. �­;
I I ..
- r 11-1 I �� :� 6�: �
"Amt"$WNYNY I'll ". �­� � �
�4­, . I, "orel,sitillo katof f,omontat muntot LvOuropi`0 ilt, & W 411W for theoiqfh�Wmd I :-, s`�
I I top, I '�� ... __;
Ft te Poirlim"nosunimnivy . -,,I , �1.1, ., canipt &MY t,. it. aides and ..,. Launinai,so (7 7L ares haii-) aftw for thraugh-'asnad W I ,'�,�,. �, �
11 ­ - � I � 11 I . P� :
I I I z cowitt, tdaty focon the btp�nadoo,,odossod Net, I - I
.
, .
� .
, I I �
I . I I , -1: :zl -.,IV am general thfInti.g I � I �
I
I "I" '4 "'I'A", , , ; o I �,
R 16 "M - 11��1151'11;," 10 ,I, 1q I I 11 � 1.
J.. ME I % 711- I 11 RRY , AN -1,10, , AWIcatiorso Ideal W bod, .4rofit.nd se., lnotatl.tion� instep id.d.,
. Wine a& Kid xv smidis UP to A0 0 1 " ., ­,_�'-­'- , ; . : , I
�_- biek""U*404vuhl'WI.Meal . .. \ ------ ­ I
1. 1, a," �� ... i, � ., !!!! ,� e� appikatioRo I
11 �
I , -:, . I I Z, -
I "I'll, -, I I I I I
I"'- "' I "I'' �, " 1'11'1� 11 � , , , ,�,t , 1".. .... � ­­­ ­;�� ­1111-111--l- --- --
I I ,�
, ,
- 1_1 -�,�""""""�',�,�'111,11.,�I 111-ho "�.'11'1'�1,11'11'1 ffiffifflS.is.1-111, "I'lll,lll,�, " S � ,
eQ.
0. � .
_. �
� qE �
iiii,m�"W-�Ml�i- I � � '01 � - 1, I , � I ",
I I I � I _ ... ��
I I-- 1-11 I 11 + I 111. I ­ I I .- I I.. 1. -: M, Wavedoo NCR . .... .. .... 'n I ,',�_ O&O . 1. Performancesurnmary ,� "'i - ,,�,,, � - U,�,�-,-,T,>,,
� , - ­v � ___` y , m, I
- � � I ;:'__,__ � , z��,,�",,,�'
. , �',',,',10,
'R 111"11i 1,11, �, 17111 1, 0"', "Mad 11,� 'I�,�'I'l�',�"",--.+�""I�,�, � I NIRW­1�1010011 � `%"'11� 11� It 11
0SQ Series I - � I'll... , I ", 11 I ,l,��,l'!,Oi�,�-l'� ­­ I -
R I " ".
- Medium ­­­­ �. 11- � I I-- I 11 .1 -.1.....1-.1 1101, �11'11111 . MM''I 0111� N111"Em � : � � ,
0SQ111 LED keaMtstld Luminalre I 1_ : 1, I '111 'A I I . "', 11 " , -�, � " , ,,, I
� I I I ,
� 11 � - I � � I - - � - - I - 1 1-11-111111- ,�'ll"�l".�'ll"�,-,���,,�",�'ll�1-11,11�I 'I'll, � I __ L%Aw*vr,oftt�lp,om"�woln.�,eileye..Mcow,����Dett�QVUW, finuh I � . - I � I � . � ,,,�;­' ,ft to 148 LpW �11 I'll ,"', i �,
� I � I QuitaIwarraw,10years Maw. l, "I'll
I , I 11 1; � _��,
I ' ' "" """' I . ...... . 1,11,
- _
I �� A , - ' " . _­ " A,
. " 1�t� �eos I 11�
" I I '� 1111i',��A'11101'1111r�' � I - . ,: I 1: ...... Z ,�Nffi ,� ,
Product Description DA Mount 12 ,�I'll"""�'ll��1,11,�,,��"I", """ .. I .1 _,_ I �. � I_. , 'N' ,�'W4".@, � � I 1,
, � � , , I _�;,
_, j '. j_0
"'�
g
. � 1� , Ri 101
Tt'. OSO- A­Wt.od t.roira,ils V-do extronse optio4i won,01, a,J,,ao,�oti lhsl�l cww@1MsM - 0dveL,ndWqo,jRpUmm,*L coalo.a.-dotioadst, Itteennia mmotable to M I CCT, IMIK, talutat, SMK, 5700K
v u; M*oem, ctne sastiset'm Built to lost, the housinj is roggod cost stumirstal va"th art Woliml, I , W I t I � f '��
Isnowse _,­~.*W_oqf1 ... o I I'll
I � I I
, varof Woo requocessAs ond islands, a araness�v W. the I (i I � .� ,­Wmtses.­­�.oss­� ,
.1 "', -, `� tow* I � , Sall I WRWOOAR�
,te thwuq wnfillL-mions offier.rhopiv ingoillolicn. - 0 ���'J 11 I 1
,4k LEO, 0yor comparturand, Yvay.lo mod,diog ,
,otm low-gaIR. de6ouq mednisoo , 'L, -, , ,
ba � (Z' 24-7- Saaasfowkm P­_,�­a�­_*,_ I I
': AWNWIft i'�'. I " _', = I
. prm�diq4.,,�.,q�atityittu.i.ati-.Tt..'B'5,,p.tp-&Aig�at.ti�a�.i�.b��.pgt.d.f�r I � I _1 � �
,
­­­-, I..." I ­1 I 1. 11 - I 1-1 - ­­­­­ - .
I
1,ID appusaii.os op to 250 Wait, atid tbe'W iv�pik ntew dcv�risruuiditacnjobld upgrade for HID �r , I, W" � 010'PLeasr" , " I i
��,',,�"""��"""�-�,���,,�,'�""�,�,,;--"-"��,,,',,- V i,,W.N �`,i'l`,,,,""�,,�`,, I I Its, Aisawitis I I
I
q - - , , I a jjjjM=,Z4,,, "'d c"""""""', ',,',,,',,,,, ,,,,,� �, M - . I I I .1 ... 1.
"'o,"L&I"', toQ'�' -, 1­11111111 ... ­1 ... 11.1.11.1.111''. I � � .1 - I �. � I
"a ,
','��Yqlllll ,,
I "", ,4 ", 'c�o,, , I .
_
oplisaums up &a Qit mil. I �,,,z,�Lk��',"%""�,',',,,,,,,,A,"�,,�l-l�L , I � � 11 I I
Apptjiratiaft*� pa,lu�ltj tots, votkway5, mottetws, CA, &-ale"tsits, Aice samlps.e4� and t*— 2&ir ­------, I (MEN I
� 445rew � Iftsinuopolkaftlietaussit Petition 14ount Lununsim . ausket W Seat =0 InoW un AcCOSsorlas LL,�� � _­,�� I'll
icteroal r-al"r, I VW,*YAWWAaft0*0sftQ P.dmAmo tKft I LPW4,16,1108MMI I a astry � I I I I. .1­11,1 I ..... � ... ... _11111111. . ,,, -
I I 1018%or". , itisows , ft*iWelitout ­ � 4
. t,32211': " 1',r1,M"Z`od "o"b-1 I'll � " 1�11 , I " I I �
I I I I -11, ,��
Worma"CoUndmiary I ax-A u4slotAtis-1W111.111"WIM, ft10:-t.11f1:=1 n.- 01�9���� I U"",1,5,11 11 -111,
, ­x­ � . Winnill I Nw,se4foil-ts, qds,WsAesWWm,t,V,'Q'Ctn_1%s_. xs,M2,s1T­1rItd1­u.ioa. I 11 � eirdso .. 111�p, �
", """"'', '' . # a.* I
" ,�­ ... >>>
.. . .... V " " �,��,�),',,,��,,,,�',',,',""",,�,',',,, . M-W&T~b_.d__ . I'M
, , N ,� . ', �, �1� 11, ,�,,
, , ", ", L, " , , -beDSM M a , , I
11 i�l"k'����,,����',�",�""""'�', _"­"1"�l1'1,J"j, in"""�I'l�l-l","-""�",�,,�',�, I Ho:� h � I
�� ", " i N OWNWO-We's .Wrims �
"�Ji " � � � ,,, 1[! R RA"", �',­,, �,`,`,,, i ossaiddedustseedst'dig-A-uss, 2"'urr�,"'ol -K,a,dtsvo,_A",tnpi,v.d ,If,--- 11­111111111�1��,.�� 11 � ", ,,,,
, "WitiNk, , "'I �, , , �,,,,`,"",',,u I �� ��
11 1,1,111'v,',',,k, �, " ­�e . ......... ­�r�,,,�,?,�` , "I"""We" ,,W,,Q� ,,O",'4,,�,� ...... �,� 1,tl,,N��N,,"k`��,� - , I I """ I ,
N.R' t, : , 'o � ��,
. i�, , , , astounds �il,�&Tli�o.��.F".�vmo�,4�l.il� -se, 1L.'s ", ,,,, ," ", , " ,q--­­­'r,1-
, _',�_ 1,11,_ �
I 0,� I
" � I
I W"WHERIAW-1 ,,Z , _ " --I
A%qltd,tod h, nte (J.5.A, ol U.5. and ifflistlood pa,lsd Ito- -7 mn"mw-�...\Mm.w.%m&-�4!�...�,,,�n, _,ts 1 1103onsol * UAL ­­­­­­____ I �tuaaofut' 7L 11 ,,,,'�,'��,
I,iRmml � . *W�,W-t�mg�bW�l�Aawt,q�,,�eC�,,MW,��$",���L ft,A-HW Rootow � Is— ­W . . ..... �
,
I ��� - i s
�ggr , W­ ',,',,,@,',',,,, " \ � . . ...... � ­ , , , N���',,�,',,',,""",,��,-""5,"",-""t�',,��,-� 0"t"! <""�-,�l;","""",""",�,-",'�,�,,�ll,�"-�,��-�"I'��,,"11",",�'I'�,���,"�I'l""I�""":H� I RX.3 -Fa,_Zb;"a,o�u, ""��'� ", I i
, ''' , , 4 ,��tN�,�,l�, ,�,�,2` ", �
W 4,1` " "' , "', ", c,',,'ga,,�� �� - '", : ; apitwona,4W X�V�WARA RTWIMIPIKIn� ,�� " �
� -1 "I 11 __ " � - ,
. I I �
- I _�Ielll__`,�`__,_ . �,""I""UN,4-,"� , I I
J ""Ill,"""","""1"1'""I E1111,111111"I'll W , � � ;
11--­11 -, 5,11" - -, t � awdifflitaftsekkot"Nianatog Imems-Candw.otHioultios 27NA—so -F­'ohZs.­v I
'­­­ ,� ", , c__,",��,�, ; foseettic"Awisawtionew -F.­'..o.H,ot,W.w0000d. I R �,1,,,',',,',, 1 .
. ______-1do _�'_�,�� I "
. . sr.&`�Wwb Ifte"U".10.1at I I
. ; , � I _1 "ALA , �
. - fe'llm �4
Effkat4y, Lty to 1�6 LFW . It, N,00�ndk- Ww"aml: Ke W �1 �ood NM $1-11 W,,!Fo_W._ui-is,oWvk,o,*: / _1­71
, � ,1_7 - ­ .
. i eapposita - i-so-1,and-mm-� -fteddah'. ­�Ods -7�_d.rzaand� U-17N LSA , ,� ,qt.-!�, 1 101,
I . I
-1 ... 11X�i ��;10&, 41, I I
z 11MMM3 '�'WA",�ft",.gftw*40i�.,�mt��24%�.d.�l.,� u,"N.ew � W.I.,onts JQ , , ifffil� su"WeLloucs - L­ salbetod'" I 11 —
1 127ftopi , -tessissit-i. 'Tso­-o4,t&*4 "Nr.T_*4oaotHopd"� I "I
.%loft MAIWK W24 T.M.dMftihath I I k
fsdds� , 0
01-1110 ���3111'111111,111111 11� ""'���"1"""",��'--"-""', il-.11 .... mh*Kw4fto�rm" tedsQu-saill % I
I i- NEW 7-put phid"a, spoettenee-�wIlsaidsoldsoosow, Q*ins s�, to-p =11 Metal krows i2WffW48mW4uM-e*%_P st'AZIN -
�p'QWspdNdN-&t7ddsspd Efoast,pi,oto Ito 9., toA,41 Z Ins,.� I 41,11p
,
I I'm 9 � I 1. I � - _11__­_1______­1_______
,�
OU�MKI�i-'30KJ,4000V,k,�-=K,I,F,70QK�,1-$DOKI � 11 �',� to locallor, , 11011
� ��1�111'1' ""' ""', =as AD asklool ftsssa�psaaftakdoa IRWNWA�A�� , I" ,,,I �N� OWA � isl4m
I
I "! "'P, "I, - Cli" �
) I , , '­' - r . is ­),�,,,.�oj­ I I vAruWv__ft 7,M=v.o,-,* 'L�oo tea'A u�t "I'll", , q­­­', "'' , �,'­,,,,,m, ,,,j� . .. . .... �","�
� I , 11 ,,,,,,',��,,, ,JN'1,,,'�,1,,1,�,
,9 6 1 1��, � I" '1'111`1'1"11,'1`� "," �' I st,owls: da�dfdsdap, W',o ,,p"A to, 'I'll",, '­­' '1� no A
loo, oc,,,cv11,1,,00­*. ­V,v _­� - -= _ MTF� W ii'JW 0,61111% 0 , ,
,
I ;= =. =Uftdtdo1%qpbmq�,',��_o. W11 1111-, " I "I" 1�­, '11-- I ­­­1 � -
'10 ""�"".''��l,",,�,�l,,�,,�,z,�,��'',\,�,,,�'I",,�,,,,,,,�4 ks� ;tmc.ex�xuootv "", I&W "
", - " �Iml�ors­. sU_tx_v1Y I � � � - """
L _______X1_ � 4a,—A - �Ia�l 1.l ",",'I'o,�;�;. &W c ika4 MW I I W
Ammories 31$1 Z*mmw���m.,,,�'Tros�m�&wNpi��lgi.e.0,��l,�oA,�,�, — -tasdaatsow�,,�� aco,zm � ,�w*�o,,�O I � .- F AW
--- ____ I , c :','�,,�,,� ,4",�,,,, , t`��� i ,
I I I I I � V97MM) 11C.) fooeWiKn'fsJ%�suqdf � 5w­CM,SL 2M IL � 11 ------ dess-
, , &ARMEK11:3 -plan *=A scardiftsk=uev � I No'm Rflol�77v � le�ewig.hf,aob �
1, 'M 11�holasW .W dial , �, 1 `K'�' `111 �
Idodouse -r,p 'F, 'A"__,_�
I I - N.Moot -RoWa plift, W 1W &W &W
, , ��­ �,
- 1­�, 1-11,111, 11 11101 . a '11601 , I'll I
I'll ll-"""""""""I'l""I"�'ll"I 1� Mft4NtoetRo
It "", ,�,�'ll��,�,�-�,,�""I",-"",��ll,lim � -
W !`,"�','_" � . WN&Wu S1t,_WW2?W I'll , 11 it a�w��W . Witaspo "NaQ
, ""
asconossiseag No.6—atta.ft . L=—nl !1­1"__"011_1_%11"_111111_111 '"I ", __111-1­11-111 ---- -- —1 E,­,"L"�� . 01"` 91", ,��,,, I
softaqsA.Ooo) � �,,p ,
- , -Tessawo"tnosh �,�,1�1'��,�, 1, ,
- - ..... . , ,� . . . . . .
a5a.atrmv YA-S %Mtl � tater"wift',do, —_ ____j ,�, 11, �.ses. s1W 1W W
I - ---------- ,�`�,@', " I I 11 W isesdof — — —
I ",\R ,,, A 10`7 I
'i�ilEEZL2"",,�'ll,��'I'll,�,�ll,"'��'I'�, `11't"i, -1 ,,,, P I �,�V,
� 5;WW1B1'1R'tS,1 I lu F, A,�,,'�?,��
�, NEU � !"gg,masm, W"s kz"R :
"I � I ,0 I
I I 11 '1101 X'11�1'110_ " I � Istomf"Wasdo"ve
., ,
'dsu,twoakk� simstaiso 1W 11=1 sm ,,,�?, o­�*'11,' ,0_",'K,",,
" " `,,� tl,� - , ,­­
. ­_­77 "_61— - I i -�"",��,,,,���,�,',��,,�,,�,��, ,
-R.O.wowe" �,�l*—.t�k,.�-,�.�.�,t�."","�p,�p,-'��v�"-)��.Y,�.po. t 11 mitaf 09at-wof
1 `6
A-M �`Mlli ,R'.',�,,�J,R 11
MO-SU R .,.i���-.f-�,��,��,,,r,',i�-�j-�� I t, ­­­ ­­.­�
" ,Z
1 , """' il, , ­­--­--­- I - 1% �, ,,,,,,,, "
coat-olm-agnpa � I .Z.." "I,--"----- I I I i i io�_"" MAIM Cr4AP-OR _" , , �
___,_,_____,___________ ""---�,-,------",,-.--,,---,---,-,---,,-I I i�d%aasw0aW.hWor,,&,hft P-terdri—odisotoluotat' E,osM.fs1_,Paota9's1oa.Aloof, I " '" 'W""O
I it I 'na,9, Ordarm' 1, a I I ,
-?Vft . 'fW,j ,
Ordering Information I - "" m- mulao' Wa -
, ", ,'r',_'T--_J'yr, ,,',V 71"R11,11 --,I
" =_ U"3109 Pas - I ,,,,
I , PRF771111'Z - _ , lc � .... .. ,,_7-11ZqF - s­"_,,�T­.­,� s'o ut,'m % e
-, �
" , I I` � , � I - I
� `11'1�Ei"11 ME ,
t�..,M,.zk..t�OS,Z/,A��V,L-UWI.,OSO-A..Nt4-2Mr.-R-M-IJL-!��e I 1� I 1� I I's - �
PAY ­WM uana,ay. is'ersti-od.f Wn, vorwarents �,.r "ov ht,,ade,oi ws,w�t,, , xm,ii� t'l�i�'i'l�""I�,,��,,�l",�.�i fn,nnsi"t ..a.d "'Aa,so, I " , ,
� , �1� , � - WHR., " "
- � ',",�""",,��,,,,,�"",���""".""��l, , ,��"'�,,,,.�,.,,,,,,,,,,,,�,,��-,��,,-,� �W�, 13
11, ,� 11 " , _,/1 Wotnounot t4ogo "',
, , , X_5 ,g
I , I I ", ", :5, 0", 1111A 1.1. ......... .... I.I.�...�....".".",."."",.-'llj -, � - I
� � - - - ____ I I , " g I I - M t, tIr
VK = 04 04W(Kronft 11 ­1 I , ���,'���',,,"4�lk"�,o��'�����',j,,��
K , , A, MINA
­0,,,-,P�,z'V�, Ex, WRIC , owoo�wa­x , "," z ,,'­,,�', I `_",_��
� "I mlf,li , `F'1�1'1'91i',,_�� I sees wi, -1 Sk�� ons" - c"�,�,,`t= ssot� �,boo to� gesis � � I'll I'll � I" � 5 " - I ,,, z�,,�, "I" 'N "'�i-""i
� - ,of V"N orib"tratormadon I *11, , ", �ll""Il"""��ll,",.,"","""WM �g� ,,t� 1
7711,
1
,
I I I Ov - 777,11,77,1117, , a 409 4 11t, I, I " �,,' I',,' i 11 11,11, 11� i S31
� tal ",,,�,�, . ---
!!!. . -.-,-.--,— _::::____________� tionatlum 96W tm, Dooce om 'C�,,�-.d-.I�.i.p.�ll,,OkTmmwvvAwlor EWqssq,W6-n1_-35X-l2W.A-0R .� "I
F_.._�_,_. --,, itz aot*lA`1Wk."0"L4.W"1tmj%%fi" I I - I ­1__­_1_ ... 11 I T .11 11.1-111r, I Ir I I 1. I r I I I "I'll I -------- _____ ''I 11 I - - � *sea !�_W UK do, a
I 0SO."=oss, A oowifpbsn� Usito, RZ13— � No I'll C wi-t 5v M --l- - ­­­ -.1 - """'I", , I dad H_ lsp�tttmoffi­ IL t1t, INA 0000-1 al—
""
02Q,9A Z. - 7 wctiw�, W14"Wilo I poptiall WIV U� iu, sit., Usiat �AIWIWW.RADMWPDirwetals� d, . . . . . . . . ,'11111"�_ , : 1
4 10L 12N , 'J" ,
k .A�AW's""RE&F 'm , A&O��wf�-,&�ig"�W,�"4v�'Ag�t��r�3A�OFO I ' "I 1, R!"111 AiRa- 11,C,qd�o,­ set tstopso
,
I 11 ��, " tu Adidn N
�
, -Not4lAsw .
; - 3' 7:�-7 7-- , ,,,,,",`,,',,,,�,,�, U711sw M U11pae"A"
___111-1-111- I i.#.�r�,�4o,ignoo­otj Mae -��,-�p,po-�"4��4�'o"",A,.�owa. _� .
I �` I 'I,
�
-� idvoadoidsodhfl�,PKaisow I ��� I ,� lt=�_,o
-
,,�-,q.?"�.p�".��-,."m,�,,�i;",�-�",��."g�, r4V,V - 'll "I, 0� """ol, "'l, ,
I - . . ........ --.--- 1.11,11, ,4, R Ragoor"katloo b � 11��, , 11 I T_M� 4i4#76 ,,,�����,-""""","",�"�,,"�74� I X M WIW oof4ioM'
, ,
�1, , '' - '""'�,�,,�'ll""�,,;,,,,,�,.�",�",,;,�l,,,,, -, , ', Wait ssW —
N ''", """ , " ',,
, ", ­,�', Ix.— W'saps,eo's ot.
I 1111'� "I ­­'­ - '�,-,, �,,,�� ,�,, , -, , I , "M " ',� ,("`,", ',,�� ""',�,", � " , "" " , UK I Be
,11��"`d� 11�1',' �� 1'0­,,' , �� ,�', Nn, , , 0 ­&c:ea,sP_t, �_.i,­i. bA.Wo*1dr-ftMw� Inv A IL ludebt
� I Ml!nrl * !!".' " , "�,,,,,,,,�'-"�,,',,,,,',-,,,�',,��,,,','� llivll,"Cln�,�l"!l "Irllill"�i�"";" - , ", , " ,�", , � "�,,�� -
,"," � "' W ',',',,,i-- ,� g, f ,,,,,',��,,,�-,�""",�,,'�,',,� -"�,"�,,`A',' ""', " ,om stow'st &`,a not t,a
,
�,��
" nz -
r1lou =U 4mtA4 m1lotituteo".901,M MK �iivoju,.024ftu pv�qaa M"ftpes-W*oqd
,�" d` . Nat.�,W.shike o' Ise, UK I IMN,t - t
401 .. — __ .
I 1 7�,,,,-v 1 QdW ft, "ra.v*."Wo,WW Ma'
� `�` '1� ; 11" lol�'�I,dlj_, -A&Cio,,sA-, AossaM-t u=&j UK
51"151 1 `I.,", I it,',�',',', , 1,�),,,$,','�,,,��,,� 7---__"— : sour w P2,
11 , '1� _ �� ,',!�,"",',�� q
I" " 1. I a­1,14i�,_,m�,; 1­ ,,,,,-,, ­,,­­'�"�"?,��, , dw st—ft L$P 'wnite AWK
� , I , mo "I " I ,��llw��,,�,,��,�131,��ll,�ll,��,,'��,,�,,,�',���,,,,�""i"�,',!��,,\""",,,,�,�""","",,�'\,,,,�,��,,,,,,,""",��,��",Ti I'll, ­­ 1111-11111-1 "I —
, k�­R lk'11'14�' �' ,�,t #i',,��1'6 I I .--!"-- -,, '�ooicoo.o — — `_
11 , , 1" "?, ,,,�t
I
� ,,
, . . . . . . 11 I I " a , p-,W�—,���..-,���.P—�-f-,-,F�i.�lw--Ul-zlw.l�,��.�I —
� ....... 2� I �'_
I's's - 9 NEkA-1*irPhtdo�.lVR­*pd,
;wo,.. 12"'awc. IM, 11 I Zm �W.. MtA I -kA11k1,,cs*s.,sto,to,iMu.d_ �,Itn t",Vwo P. ANgs'law Cm + Fiac0tu..W10?d4018 Aft Solk po"OstoN!"WeEW110
T*� ryptfo MIVIN W: pocIl'). -intte,tWo, -"-,,'oW1itt9dqq AMM I
si"I tt,�J,a, t1w I anoot UN .x-145 'it, UNW.IWI(f) %;K . 4""'w"WE "&'
I K 14DK ntaeNl�ilopt,vfae C us 0 us
� ""t"�"d"""` P.&S IN 0 2 40 49- CREE ",&' @ E E 'w** IN @ Ulm lw;a
1111� b"_ �k""a"" ra6u`1M�Wo-,,a1,o"icWq
Mt z tilm M� 5v WL P.9wo.W.H.WI-11, � a ssrlbNzl.��
, '1*ereexern T14001234-640 F(242194-5415 C.Raft� uvMft%"*a1Wft1&uo& Tm4n.=4 yoft"20W M Ogftdaq,�vun 7 (WIN W-6aQu F t2621 %usi-lit4la cam" %ansawastdifoaravat T(M)03�UU it"0011mv
Te, at M �7w, ".,?�Wjv �at­ ""4vM.d6s2Rv4bt Is, (At7no's _,_&�Kaos� va, febatuiposetastat TtMW�,6800 F(262104-541B Canadw �ucn"...Vpunada T Wool 47$-IM $1 two) W�mv W. 4u
,A.oi.to, WN , RO.'s, Watuil. .at oso4ouse
W4j_ zut,s� P',,t,
I va,�, 5 & K vNe, � IWI,owhodol,suf�s 1411souaotso . 'sda�dsusrnq�pov
� inpo ft-1 a, tip oed�
Rant"k _e,... OW pnop.m." ".U,�I. Ww ft RAA.Left
z ,Mae"�;,a,srstotototusiet I
; I t6pfwd M.T.1k ftrosaiw � u,so t� darn ­fipwi..
tt�dius, 4U , 1�1_ssd to, test,sig"t oppd.swo st =,� ': at �, yo do I a t. , , P t x
61ift 011 m1w I � 1), so 4 .
it, v I i
so 600 01451"ift4mvitivo RR ft"t.foglit
�, o, 4 Poot � AvoiAlgasobwoopa - LEDow.,ftoo,00�4�iqa
Wo# , 911­i,oiW,Q,q-'qk1As2,�a1 "'. I
- , � ,W.Rmo, s­
i 0Q_1vito,s"4o,ni&, R, oal�laox .
I A'We st, "...Pwlos,,.so�
150, 1 1 - R0­"ao.�,Mo,P_.0t_o I
T .1.,s lrooq�4v
, I I I , 49*­�th tis K JoW P­ � � I
to­.al­,�, LW-18L LEP Domlight - W 11 52.mml Nocturalm LWOW Mount �u.minpiinq
, 0"'W LED Cate"Isofft Luminisma - vem;ian B , "" , , 11 - 1.11 - I I... �. . I 11 I 1. I 111.1111, I - .1 - - - I 11 I - I I � ______,.:_____x ...... x .... x ...... x .... x ....... xxxxxx,
-,-- 11 11 I No �oae- ,ovn,��, 2 ­n . , , , , ............ � ...... , ,e",l ...... v, ma! �
L_11__,.__1__ -,-- ____l__ ___ _-L-n— _,=____j ­4 . . .. .............. . ...... ..... " ___ "" " , , ­­­ .. . .. .... , " '' ­­"_­`,_­­ _______ ....... - , _ .. ..... � . ...... ��,-"����.,���",��,�,��"''�",�,�"-��",�,���",.�""�",�,�, , __', ": ... . .. x ..... . __ .... .. __""�, ",
�-i-�"",o.,,�,,,s�.,���.v�-.���,��..���-..��---i , , ------,,----
I
�
I I . 1. �. - I - � " ->_,,,�,�1,1�, , ; - - �',,, ", I
I I ,�� I'll, 11 z � "". I'll, 1 ProdudsPocifications, � Praductspedfkations � ".­x, I - - 11 . . .... �! ��, "" %, .
"
"
"
"
"
" - ,,�>,,,��i,��,,�l,,,,�""","",�� ,��­ -
cW0WW%nW&"&v" I ",­ 2, Pbotormitry ,,,,,�t,'�,��,�,,�,,��,!-,,"]""","",,��'"'�,>, ,
"I , � " > , �`;,, ,", """'!
...... I'll I ,,, ­R,,,,W ""I",", i'­`��1'31'11'1 111'� ", 11,"_,�,""I" _ , " ,,, -
" , " I
, I � I ,��
"OP _,,,';"'t-"'Eg. � "I"�"I'�ll'I'll",","��l"I'�'I'll",'�'--"",--I 1,�nxl`,`�` '',
R
I I � F'?,�, "', ,,, RNIIN',' ,"'1115,
1 � �1,1,c�1111 I
1,
- Sta'We"W64% 1 11 " I "', ­1 I QWWAWTvMCI1W=y I 1A4,101. 0asnUXTION&MAna" TontiOuttvMW 11"­ �
c@os S IN 101, 12 --d"Y'""171"n9 CREE �.&, . ftwesdift amoatustraptogn osIo. the 4.1, I Aispototnedr,itwaY to 9ooerato hi9h­qualik)`�ohn W. Ome`fmamle , Loudest. hqi.epQj, omg"d et. savo.wounqn, y4th mitegrat, LED d'i.f I
qy�tena -,- - — ___ � � I ­­­ I �4'�bqr, *No 11 I
us. vswatia,qw�000 T1061236-6ftif F1262IN44416 Candhe .w.u.-tika.da 7 lilfilii,6mvu F fe"wif,m . f'soodsonatheastsittatepecoodapeoragg-d ­-1.1-i-tith integral heal law 5W_ Wbus Nchuddepilio, patented approach itiat'd.wers - asclusivecombnall-I - W compantotent is spadfiwkty&p��W.j forflo applicstoDo4tvithad,mosw : "
,
, .
ostlNoInvisposcift"wLae Pon, vom JUINLIeNd(Widol �hwadvri���o,md�iiaorg,�gor�on��M"q,,s�lv&,b I ; ­ LED . thermal nassageoneso and driver I fttaw AM
a . ii;-�vv U74W " am
I ; :
. D.donaw, 12V47W ;,T,Z� vW Mv wu � M UN am ; W I Wmirsuterranamr, Wxde��q,,�c,dfqr�aw�QF%4i(atior,<,P��wk4we I
pintfosaiii,twep"teNatiposps'k Iftemsib"Wit"o,ouseftucy�otm� nes"Plomitpo,oiatian, 1 'st ; cuoo, onK s(yuss ?4�' squant,, 1 3"IM 4 " oculf0toat single quite lvarboa� I I I
I Poop to* is 0.10' soepot isomamos?'n glass — ____ - __ - - __ I Joe - .
I caNYHOMMARATOULS I As* RMW oliadcanoaltataurils) 1
I 1z w
. mrsdon"'A .Vftftwu"Ko,qw,�,a,.W�,k4,o,.o��.,�th. I A W to d,til s129 U5 se � . DW�ft&g,,�-.h-�ivlgpmt�,l�lh.4M.-,�,e.Adj.sWW.A�p . se 01 W , W'omitt can aso 4e direct oyoupled to a wall sod nurfson voevo ___
. , .
. �
W N N 0 w4 XVIN a " Wft " ft M aw 0 � a � A i, o too z z �p W a. k 0 v W, 1, to to � : — --.-.,--- __ ___ ­_ _ __ — Anvveds, rnipta,IWAntes, for AsOt csig,* ipt I
. L A 24 sa 41als .
: ,� , 1�1
11,
optaNwistputas � a ft 1� U2 UY oAo * � W r totil - Mood monnt to junction box with krit,'Itouts. aved gNmoet ca bad. ­-, — -- , �,
. - astoapraentsystent.sesusual; Me as lotooduck � de I I I
do , - — — --,-- ------- — -- -�-- tm�,90'�k-o,ptin*l"lfo,rA..O"�,Epomti�,ntev�pf�,*4,es � - 1,��t7L4nd�aLho4j�,ir*giha',�i�m"�ml,,,fol��4lition��movrl�ir,g t " 19 . 4,4 I 40"g,' .
0 e 0 M 3o q16 itat 10.73 Mi tl1tif ssip . W sparifitni -C-1t, eve-olidA ioshdtod in Walb ,onla �oua tots" to piwiths added tnouhurty stasiloy bnommeoded) — — ___�_ , , I'll
g, �,--.-��,��,,,,,.. � __ — ________l`_ : o5o ;W-,—",- � ft, 74 a a". t a- -,
�
1 Its 11 -_ -;- 9 . . Wroin.1ma JIL and Mi.sovrfa, th-ph­h,edofcv.dW1 ­Vyl- � — —_ �_,_ !',oe�";,,'�
I E Z; , . kid, top, 0466 and mar ,
I t I'll I'll at . W � ,
. Ha�,,WANMAWW��,��TNI�11-1,�l-ld�.t.f�g.w�'i.i.�.di. I — — - --l- _T_ — - - 3cdUbWUrnwi-msufv1"wib,p;�w4 . "I ste M, -11 M k,� � o,". qx on
. I
kfossfuess'"ttiNstaistrieushoss � . � Wmirab,vo (�L and h�i;hprj Akcav farlb,d,a9t,,Mrm w caftlavit enlr�r "
r N as 1 u;12 fW 0,14 etf . OA4.0�om"A..i��.�..�,W�,ze,.rreclir-k.ugm.h�l..I�. : = � za, - ­­ -,---. I - .
. ,�staod.,k4v�srr ­1111____L:___1__1_1__1__ 1.1 In. , — __ - �audlpaft t,inc q*,,V from Utbl, 11 c,vowsa impfortalpe vidual � . a, 4NI froo, th'a top, bpumn, sides sed rea, - I
� t4a fat 1
0SQ111 LED Am-ii/Flood Luminise - Medium : , I .... " �� , I I
=141=.=14.0-.,.-=�.lb-)r3t4tpp."�-,,A roeopio., � ,f"��,,�,�..44"n,�lr^,���.k-"���,4e.f,lg�,�,�%�l,,�.�im,�M4.7,� ve"Naftam the tons to A" codi" plan and sandlfammmodaNs : W M . Haosing iactucies a "o0ous (a, field insepled tudon neo ph'A'somml ; " __,l.___,_J
� - - 1,11111 "I'll, 11 11 14-1-1.1 : I I
- 11 I I . . I I "I", I, 1111111,111 ..... .......... 111-1111-11 "I I I I , ", I 'vu`an"�_Ns'cr11';I Aa� codo-Wo
I .7 ,�w,g,b�.tt".d.dt�.b.4,i�b.-Pt.N4- u4paud-totrims . _ I
� I � Housing .ad rnoaMio9­w.­. fiai.hod in p.1)..Wl pe-der war
. 11 I I I & doodes"irb. 1/4'-s4 W o-w � I 1W 01 M .1luvI '%,""m � 1 ,­ I
I pial, �.5 raut vwn�ptat shickness �
Product Specificatiom I I "I�,-�,'�,"�'ll"�""I'l-l""I�,�.�,�""I��'llI . Ifiefundso CNstois sapsediods Ettfe; foduaosan e4otl .om PA� Wth I I 117 I I -� a, ,
. . . IV 0 - WelottIL,2,2tb&,Il,akgli3L�l,Otb��(l�4kg);7L,4.6tb�.12,14k . , .
$0, 1111RIlt"111 1'141!1 '_� j .
I 11 � .$�111�VNII"111 1��,' --""�, � I I I � 11 ­­ - � _ - � � - _ ,____. . �
I - 1­111 ,� -A,pw, staraast., , . I
, .
L , docers'ads"nodangsdue dies eazoitank 'oo, and.a.., I M2,11,101, , "I"', ­­1­11, � .. - T � L-82 no. 13.11aiE I7L4A'Ib­, 15.151q;4 23L- 12,8 iu� 11.84�
M,,�,­6�� � , , - � .1111, �,,�,q . Elabduscaustatiolt "n.�rdt.dWi�t,4mf,adiobgti�gomprAe?�ts �,
CONSTRUCTION & WinuALS I � sposeadd amcaup son W purps ide, l I to m, D m oss, seat, a o d sh, A e . to I I k��iv�,Q��Z%��, � saftopeadra'" 'wadartablooppearanoewuitetpintioatinti W 0 �,
- F,ten, on micumizesvtiad lbm,oslo�narnutqlo IcbmotlAi � I , ', � "n - I
dw �dddniq I I— __ ­ W41" � piefiNds, WI spails and mitirei2istj Itors, t� - I � � I - I 11 I 11.11-1-1 - __ - L ... - _,"Y"111"'t 1-111, "I'l""I'll""I-1.-I'll",��lI I
­ -_ ____ I W v W 0 PLOCTIuMSYSTIM � "I", I'll ,,,,, ,,,,,,,, I
outi,��i�,�,�mod,ti,l�..t�(.�iiimw�w�ki�t.�nmgm�. I I �opdtFvm, S*stowvols - WAvdEIitAbd,?u41 25K ht Wes 7fti(h, 1409he I * ipput Witeliog $200,rN or 30�4w, W60H�
. Ltion"I'st It',, I . . ­�Ioti.tharfitopti.uo astnbols.a,bruot ,gthe
"'., 14 - sidauo, UW X0 Uov 277V "AW 'ift, ROKAWALSMIEM I pirsiocto& pwi.t.d, caito.tNe antwittao , on 6orizerpol surl*w, "At" on ideal : -,, "'k,"""',
h.lfghtLMdr,',vrm.part..��.�,�high�p�f�rm.ft.�.,Aat�iAk t M, In"c" "M�61ftighiflumentroelovela � * Pawor Factor, � 0,9 at full Load I ­,� "" ,­�
- Convon tan, at totgkiot; ross"tinq W.0tood o's direct Wer, t000nt, I - b"Wanvic t,*VW e4Wf4w, $0,4401, Come t drNsm W Wis idepateover,ght on ism.. and ue,tisal w0w8%, W, irivaaa� 1ho I ,,�,R,,, I "
I 011'1�' I ,,�ti�
It c I '. — I I— 11 possaffflisoid Wdo.sreas I ­ I , , - 7014 HAMortic Obatoduatto � 2M at fall food � I'll '.. hr mit, to,
mftatnol adaptor hi. 04,1M dis-lot itionflauca ai,dostar4s in 3.4, a 'as als W na olez ", - "'oteftowt-okawtood V " 0,qd I _'," ��, � �� so, 2 ,nine affesaw Wastepsid
- , 1
[76-Wfla"of " Ism �,rou�dpo�e,�cumdb�?t"5�16-191,*NC�olts UWkbemdbWjftaoWesW%tupiok,.d . =d6itig utm $hioldd diract V,vw of LED$ and provides 9qdftP I - integral 10kV surge -pi,,.s-,i.a jusax,fi-ead.,if "I W &W
Iq ­ ___ — — __ — ; - __ ­­ I —
sfialo4ahr �Mffilomtqrd : I Zsoo wroeoal%�Aroja % Fik - Whel,condt �a,�Vl�tlAin,altw4�i�)wf�j�ooltp�UDbma�WrAWW '. ,,,�
� a, 1-10 Mat DA5 o. as treaffodwassp ANpoppos Fmscroft aeoda,l � silt�,Wjlrl P ON W ': �, Ira
- R.con.q fe, th-61sob.M. or. raouie..d.pos,r is rd�ii.d die coal I : _­ _­_ .. I - - , —
�tk,m�aumaAdw4u�tsta?"I��mml�P,2�37Vt6C�lm,n�0,0,�oron I— ___ — __ . Wta,ua*mftg��W*��dmbw,k,o�tt�p,C,�D��f�"hftldbt, __ __ '', I . axommWSTEM I V'm AN . Z?'1_%__ he used W addlests d-sh wffoot � �, I "
I " ou d.22 01" WA flot botoitoadilsocowasespose� tWttW*Fj VJ2 o'se kta' 9.12 W I — - tk��gmdw�tho-l'al�,�immip9capabmtws,contws4oth�,s I ,
�
: Adi�g'At��am�,�oot�ogb�adi.�WIVD'it,2�5'k,clvft.nls I U_ � !f____ .t_ — — — . ft"Oftlimponfunthr , sonso ftiuoreng Clan i. oilookot 2 1 � -, ­­ _,_,__,­_­,_,___ -------4------ . fedrAido"oldicieny"tob"Postrottliply � a ­co s2o 62.M otom - I4VS*ur.*CurmaU0,Vt%AA �_,?". � � oil
�-11.1��i�.2,N,-P�.&!..-".Pl,��t.".I,?,�N�w.�".-.1.�M,�'Ift - . $1~rA0on.13.9 I — - "'') , 1,
M
to I �
10cludez ta, [�Qnanof lai`� or WE cdtd e�dtim itte 000ptaim. When -1_kK,­2u­* � I'M Q'sa oil 9,91 1 as I : op"r4UmW,,tumRange�-30'0-.4G'C�-22'F�, ' "I," 1��', ,�
, �Ifo 'IF,
wileted with R option, W I340MM) 1W of 14W wed is provided I " I "n's, ",:, _­___­ __1 ___"_­­­, ­ I . ftWv~-I2,W.6Wz 1 2:!-, 1 !!_4!n1_% ill-,li- 0111-�1-11?001�,.�=.=ro".,-Igg- 1,1111, �,, !!-.-- 'E'da I
,
I
I � SAep coralocsom emits Wriall quick' sod simple , � __ ... -
� nesisr, d to, altught and ftvittiq h� spolkafla's � toll or, W4 ase . uDnil"lo�,%�mh-,I."�i�t.ndesce�ldi--�- M - _1, .N." lam I
, I !21=__!�,_ - �*s 10' (N add ou
����,����������,������,�.�,�������,���,�� I 1-111 '� tE
, " uo ..... . .""'. I -_ � ceuvol wro'"VoA or 40AW6 iol"dod RMU'MRY & VOWNTARY WALWIC-41 M US I �,� �" I I ",
I � '�11 - ,
`�, "�, 11 4. . I Z, I I - I , cUL.5 Uslied , 1,00 M pas M an
. Enidono C.,lorint DeRaouard. Gai&t, feanumetst 6-0*41 opo�y ptims, ­­,­'­,o' , st, , . =Wx W,
.ith�,..tir�,�,,.bWpo,vde��.p,o�t,pr.v�diAl.�.11.�l�.;.tino,.,d �3,�­, 1, �,�',;,� ,,,,,, - 11 11 010 W ost s,W I Ltgowl Lswitb, ", ­111 � � I'll, � 11.11­ ­ I -,Nl ­11111­'_,xx,x_'x .... ­­­1 ,", ,
�� 1, " ­­1 11 __ - 11 EW— I ,
I
, I ,�V,
comoise'd, Insum attzi aurniao, sbaer, buqnso, ipiock� I F__:i:_�\1.`_1�1_1,__.\ 1E a'. _J . flv%nispe InstattaWn "t I I I �
SKiny lNl(irl �L000­m­ , �-o,m,�l��,W.7z;--,;,-,..-.;z7�L-9,�4,�,.�.�,� I - saitalite, for Wot lawaoria, �11�11, �,�,,,�,�..'�,,,,�.B,�m,rl-.w,�-�WM,Ot�..,4.im,n�m.,�t,,��t..,�. �.
,
,
, ,
"I I
-,,�K,0.oaand, . ,
1.117:11,1z"do, Man, "I,;-"=o" - D"igA�d�.e4si4,4f,stAli�.�l.�'dadd, r_t" - Designed to, da-ti�hk.pptu,ao­s.;t[y ,
am wh4od � i I MW ei K b, I .,No �uttl, � ,,�.�­o,os w"..� tot., sxM­ �v,,' .a .. :=,�," L I 11 oo ''
- We4m16.5tbs._62iqI Am,wru tqaK 33 Pioloclad, "ristled, "ectoo posesudy tiltrgkloorrdet i�,k,�,,Pli�9ml,oseek7gi2asm7l��� I "I 1.�, ��
- 01 ." i����==­�"_osox am , �.,-,�,�w.v-,U,�n.w,�m,vw,w,vammmaftwmwmm%r�m"m
,.,o I �t , g­_,,a,�­, is-&—p4s.stou-studo-stant,
0 LW ,,,,,, -ami I 11 52mml hausinits We, Cme and cow , Mv.,,,4m, ,t
LMF p,F Capoutait'd Catcolaw gawk" ,z�, ... *Q.,"'o o'sorwassood'so � Ei,dosumrafedIP66pta,IECQ521 "A,,,�, , , "W "..��������2,�,,.=�'t'Im,�,r"mi�!��~
. ftnb'omi�dbwftb�Mv,,M��,WDO��tmtp,otoc.t .����.,�,.�t,�.�ft,��-Al,�U,�tw.-"-4�,��-.�.,-,-.."L,.Ammml.,�. I fflaselsoluntr'. I 1111i�,� � "I , ` � "',asswassassast Wo
__ , - RWWW&"WNTARYQeWFWATJ0N5 S, .. . .. ... W��� ,�'oo"'Niew1o,os -9-t..'�d-&,�-�@.01"�,�-�."==VIW
LECTRICALSYMM ,. I 0"'A - lOkVS�tq."pptln�i.,�pt6t�RtiOht�tta AcoMul bEgum 1, ooxmou'D,cot
vottask I 240W " 30-Amy"W60fu, Glass I droore s'soo-uk I'V4 - � ... �_T . 7-- �'" 0 W - wftnmtodmosasq,tlm� .-4-oas.f."'M t�...4...'�w.-I�������.k�-�w.ftmm v eA.Wumd . � I - Q�ilckin5la��vjstemvtiiiz.sa,�n�qw 062,41'.� . 11 "I 1a>.._­­QhdWN, oanoi W.- m, 1�, � _,doot�­aqppdQM
,:; - -
I - .tsw.�.�,A�,,w�n"i�,-�-4��,,,,i-".O, M."W"Mmoas I 14 Z21 rt,U, tz "
" - =a ,4 ,;go.
! -I ... �A 44, Oke "Ink A041"Ashiii
input 61riullrt E =om*,&w*,"�§,,,��wn���ti���on"tt,�t.nd�di.,�s. �.io 01tedwo Walum 15irmtf atoach sashatilit ... I I 1- : wo,ot�..oagst,.�Aweaooa;
GW#r FaCtM � iLlf at Edt load - I ENtaft otthfw%nis Tfla-A high offjoav� Idiranoo nnisproq­ft , mesa� Fc�, Part. �! 5, su hp a rt 0, F,yeaw�ftodat dD dticls , , "�11"
- P 1-1-1 '�1;__1:_Z__ ,_E_ I I'm, , , � �s
- Ir", _'...- ­­­ ­_ __-_ LA6� IK. blo- fight W ready P.ti,�kdvtdstd __', �11111111, I ", �
I q � 1, " I "
, I . Rieftessew-Reerftedspossaak 'forra.t'" adinalesTwdarript-Ii.rut 11 'abatederressiana IORNI ,;,�,,;��,­ ,
, ,
.'o-'s,"k I'as I unt I "to eW .,IV : "I'A I 11",
a '?,
We . ­efiaaookqilo.�,,�m , 111Z ',,�,
- T4ta(Hffmookob"ntoo.�20%��gwtl)od eado into bv4sin - " " �R 111�,� I
- .
— - - ___ ull to,' t"111"id, ddId I , i, '' �
IWIF) ,,, ,;,&"MWNTSWARMNS�t.-.Mr.;I*d.',.�I.Ml- - ftt,�,5�4,��JIVAnt-oo�'a,p��,,kAW-il�.I tts" do d 'p, ,�,
: l���geatlOkVsu,ges.lipmss�o.pmtec6.nst�n4rd ssn­,Io� I DA 1.0 1"o t ,gs, MULAYM 4viRMTOY14"WICATIon I w`sA`_1,_oo`.1As`,op- "u,oAdoppecap gA f4,odQji,p6
I
­�-.,-� ­,,zj,1 ��,­
: I "'
. "" "I'
...... -,- ­­_i_____1__ ,-- I osml�§dnarrasto_." -t-1- . 11 "WM!V(F�WARN ,;'- u� -­4� � .1 I
"t no coo, di"katts ftaphit, a gets Row suo")r quo CM WaW s"aui ug-P - olkost,odad 'A 'o Rapd`�
, ,nn'T 11 � - - � I —W,-,.W,�.:"��,,�I'l""-",�,,,�-,-,,,-,--�r"l,��',
b-sed161i� 'L, - - �_ - -, 1�_,__. .L- � I WQ11111�2111111F I
to adifted. id�sls currant � iW10 . daustestaroaddiatipposonoo"Ost4oarb DU,-s..t I � � ,,,��,�n
�K­t,, 142 M ... : I ��, � ""'111 I
I ,,, I
- Q��signel>,V,tbo�l�V,iin�fft�,qzap�biui�,,�contf�A��yokbotI --lit --- - ---- li2 ...... . ...... -",-, eso I 'a I , , I " 1 I ­�,�
� 1-111111-1- ­___ - � . Wasshowsbeaptsta�I*w, taInfifrodwistIo, .4mo,witl ,, � " 111 "I'll , �
I A,a—Vi, 1.01 0.1� 0M a.-7, eW dah I � 1111'11,�� . . .... z�_ ?11:1
Refeeti)l)i.,��,iiigsp"th,�.�f,�,,���giu NIC __ . udeadeedrm "' � ', �, I � r
. , ktos w/,�,�teftw4�,�dM�,PD-t.�dll2op&, ` -
go ,
'Lt., " , K 11 - . -- - 1.
I u6ln -�-_;.--- �-.,, - �a,- I.* OW - em,�nw,�romdmi,wwml�",d"..,&-d�iv,ou-�. A P
: lovsaurot,Cur,esu�0,1�avt. APPARVORtiffertincitt '110 ^11) 1111, M �
� ,- , � 1
___ __ — — '10 ""'o"V, � . ... .. ... �
. 4,)—bx 1.00 0," on 7._,__toW_ - 0"diellospoyffirmewpowpo'*'o, � ..... I ......... I ..... '...­— � - . .... . I ­111.1 - 1-1-1 . . . ...... - ....................... -'I'll" , �', 1% " ,,,, I- ,,, ,�
��Id"" ,
,
, , 11 I
I Ir-ly - I I �,�-,,,,�i�,�:""",,�,,,��,,,�,,', 11" ,,, ,
14'11'11'11"1'01� I Al
RMLATORY&VOLUNTARlt(IMIFICATIONS 1 Z410 1 : � lkl, , "I
� Tmpp,af�wRO&Onw*di,,��."�a-,,�i�hIE:p�E�AN�� f �,��,�,�l,',"'5""�,��','�,,�'�""I'��r���l";�',�,,",�,',,,��,,��I ,"
irPn __+� _. __ I ­ 79; .. ........... MEA1 � I'�I'l�"""",,�,,�"""-�l",�, 1 11 '10,owmz, "I 1�� ,,�
: 11ULv, Listed _i, �,W, 1pi ii� a �� � 4ww -_­11111 ,� , ,�,,,-,����,,,,,,�,,,���;-,,��,,� 1-1-1111 .... I ", I .... � "I",", �,�111��111, ",&, , "" - e
I W" " �
lr___�'1_1­1 =M,-.-Ai,,-,r' .1 -, st so w - 4 4k;,­i,11�1' 11 ,�,.,­__ 11 , , -,- __ , ,� ,,, , "I "P, ,
, / , �
- "
Suitable, to,uset i.anons , ft . Hispospaltud, %bism-ank Ckdott on-dwds Is, cw�.cunA and mo; : , -,., /��",��,-,�,"$'�"-",,'�',�",���,',,,� "W",
I 1,�,,��.,-..,��.-..,,.All�"---.�'.�-�.-I�.�.�,-�-,�l.ml.1',� clot pl.tvitta VW FC " A 6
- Cootoovre rated npif,� pe, IU� 6=19 wb�p sMomp ottirstut R option i ,-V-,c ­ �­-­ ��, �_­oa � ­ig,z,:­�­.W;6�,-, mo�bm . _.... __ A-P_ __ ,!:an,=_,41__ 'en, *W A-som / ,, �� 1�,,R,R�,
�-,�..""�TM��"2,�,.-�-.i,.�W--'�..'�d-,4�, -4--oo ,�z,�`�`�,,�, �,,,�,�'�
� , ���Mut'i'"**at4w�*�,�t..i�b,���.�d��&M�-�.4',�.��t��� &A I 't,'W � M = ­�­`,,5�',,, AA,�t�
:Consult ladwy far CE cvlifiad pms=la � . -1"�-�tw�'cl��L-1�*�19-1�.z�,.��.�-,�-���,,�,-�.�t,O,,,,��"quo0�,�.�, . 4'�-3, 1 "It,
i : =,­­'d.ssAT. 21�0� .�.­ —a-,Z6140�Qato mWWpk"W,Oji�".W*,&,,�di.A�,�M,Sll.d.,d A t" all 99 .111 .... .111 1210 W a " /
NO lied to AN510134,n-20GT, 50 Widlis Amcloerp�s vii"son � _11, . Mtoft,apodsoado,daresegsittiphist APRA 'o I "s- �
sWolauds k.."��",e.�w.�t.���z�i!,��".V"���,��� n
� I �­_,(�_____ �o Was .. - '�
I . ftH�ompaw,c�=A��f"iva,l�ti.n.�d,t.i�t, oaf � C,na� I
. INN -9a s.pla,es.s.aproo,"fico, I.t,trul in "wrau'Ne,oigin iffiRJANSI , apftw�qtedds,atw .n. ome,.d "dit sao, DR a, Po -,- — __
C4214112 - Cbmit'Deodeft2fito
I iqi,I,A�;,�iftw,*Wo.,A&ck4w"���.we'd�4', Wm4toms,iW&WOM 1 VW,'Snaw...,-.2.���4�.-U�".,�,,�."..'s�-:0 -"Iv t11 ,�ISM"W�"-1,kW�.1-�Vuftiv��KM�AM�,OWM�1,9tw,�W�m
. F,te.u,FCCPa,1 15,,��.bp.fts,ct��Ai�A�d�r&f-"-��OU094WAd : "Mtswasese - Tonedol 3 �
.,Z . 4ea'J4&0"1aqssiA�,oewp,tlot
radiatod er-issiscs ovabott%tibito,
TWl1W)C=:= fa`G..f`a6%C&D.13aa`_
WMk. 25 C twbe,ek
- Leara naur. a nd tinish oralu lonse tested to vai Ibstand %OM ng� at I
000001^"_
.u,oual a .Went salt top comifi...­ d0ked to ASTM slandtad B 11 9 . andit,d0fuloosaameadwoodwo,ounkar4gong" Nst4y,piAestMe,
*Mopmt,gvbmg*�,ww.#,hw,mt.vw,c�,tili�&FOOWID,�ddRi.�.k ,
:t,loo(��'�ttyP�i,qfic,ia,e4��r,�nmft�sv,��Ne,ARRA dereed �
DLC.WI)LC.F.m.�..qu.1iti.d-,�i-�.�t.b�-.5o; ... t q�o�lgjo,w - W "A I= ftee"orstassadeo tempai. c,oitAbw. puasw Mor to
a"(it, KtAset ,efor to Oults aAvv,,v,de�iq n1JSWs,oqYw.rsh1 for most 1 jp*d,d,i6�dneEdevbrt., .so ,�.t i.f­aoa,�, I
lurroat knt"Matian . Dxk%WF,W,*,WAApowadWm�rda.dw�th JQr MT alet RA Lsso d') 0- &_ "A. ,02WAM%W-�W�.�,gi��.�,Wo,i.�Nd,�,gbt,wAr.0, F.,�*��.,,�l,p.w��.ty,C-,AmimwmNo�N.
- fiqll$ cornptiard, Coosutz factory for a4dite-al details 'A "'Uppons"Naeotdoots-4"'a"poct'v ioam - 1 41111110 ft,U*,MMM.Wpol.,�.'-'�II.V-��V,'T,�W~�.6�,,-T-,,efti�-,�,.O��k.$�-,�,,�'AU�6-�a 1 411111110
- Darit SbyFri spW, IDA Atiprowd wtwo otdaradvoth 3�11< WT, -dovedoopensdaw CRrWrW 14111"d, #,.,��WIMMftU&I�A��VOW.9t�0-.�.40—.�.,I�IUL4,11"Kf,MOWI.d-1k.lau�, '0 & R E Em " *W'* 'to' ;k R E E "*W'&
Rosso reks"o, w,ild.,�',��,,,��'Ri�.w�..-P,.d.c,tw for 100%st culletn U5, Ittifulay— Ir nuoi 2U�aelf F 1262i 504-541 6 Cmdadto W-Wetatomputedit Irowils-M pa"Sow
odomolsto (a 0AWASAvesbuit TOWIZ36,4WO FU62IN44416 Canada. W"ao`nWiTdaAa%" TniN103-104 FMW1-W MINKIARAIN-sa T180012U4800 F(U21%44415 Cutout WwAaW&W"i'm4ft TMOS-M4 000104,M
I Ack"09*TswmNR*��'-'dgv�'A'w��'--
01__snno­m� . I