SW4211101_Plansheet C-5.00 - Misc. Detail_20211109

1. THE MOST CURRENT EDITION OF THE CITY OF WINSTON-SALEM TECHNICAL SPECIFICATIONS AND
DETAIL DRAWINGS FOR WATER LINE AND SANITARY SEWER LINE CONSTRUCTION WILL GOVERN
ALL WATER AND SANITARY SEWER CONSTRUCTION.
2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE CENTER OF EACH
LOT OR AS DIRECTED BY THE ENGINEER. CONNECTIONS ARE TO BE SPACED NOT MORE THAN
30" CENTER TO CENTER AND HAVE WOODEN STAKES PLACED ON EACH SIDE. STAKES SHOULD
BE FLAGGED OR PAINTED FOR VISIBILITY. ORANGE SAFETY CONSTRUCTION FENCING SHOULD BE
PLACED AROUND THE CONNECTIONS TO PROTECT THEM DURING LOT CONSTRUCTION ACTIVITIES.
WATER AND SEWER CONNECTIONS SHALL NOT BE PLACED WITHIN A DRIVEWAY OR SIDEWALK.
3. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE
CITY INSPECTOR AT THE OWNER'S EXPENSE.
OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING
DIVISION'S RECORD CENTER.
UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR
WATER AND/OR SANITARY SEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION CHECKLIST
FOR WATER AND/OR SANITARY SEWER TO THE CITY INSPECTOR.
EXTEND TAIL PIECE TO R/W
SEE DETAIL DRAWING FOR "CAST IRON METER BOX FORAND 1" METERS (OR A MINIMUM OF' 1' BEYOND
a
a SMEWALK IF METER IS PLACED
WITHIN THE GRASS STRIP)
NOTES:
c� STANDARD OR VALLEY VARIES * STANDARD METER BOX 1.METER BOX SHALL BE
CURB & GUTTER. -"" f'"""-°"'j MIN (SEE NOTE 1 FOR LOCATION) PLACED AS CLOSE TO THE
7771 .... R/W AS POSSIBLE:. IN NO
GASE. SMALL METER BOX
PAVEMENT BE PLACED WITHIN
n ' SIDEWALK, DRIVEWAY OR
p�J STANDARD g. INSIDE A FENCE.
6 z METER
' Z > o y
2. ANGLE VALVES AND YOKE
e„1 ce n z 0TO BE 3/4" OR 1" -
al r7 d x 4j ¢ SIZE TO BE DFTERMINED �
Stub Out Installation
VALVE
(LOCATION VAR1, .,,,,-,.-•-SEE DETAIL DRAWING FOR
"CONCI THRUST BLOCKS"
..............................................�....����..... r .....n
■ EE
ANY JOINTS OR THINGS
BETWEEN TEE AND VALVE
MUST HAVE RETAINER
GLANDS
1" TYPE "K" SOFT
9 COPPER PIPE
(SINGLE \PIECE)
SERVICE SADDLE
1" BRASS CORPORATION COCK
(MAX. 30" FROM HORIZONTAL)
N.T.S. REVISED 4-17-2020
RETAINER
GLAND
NOT REQUIRED IF
18'"N9PPLE'. RESTRAINED HYDRANT
TEE IS USED
RETAINER
GLAND
LENGTH OF PIPE FROM VANE
TO PLUG VARIES -SEE ENGINEERS
DRAWINGS
PUSH ON JOIN1 OR
MECHANICAL JOINT
y-PL.UG
--- SEE DETAIL DRAWING FOR
"CONCRETE THRUST BLOCKS"
CITY OF WINSTON-SALEM
DEPARTMENTOF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
Data\Utility\UtiIIty Spec Drawings\stub out installation. dwg
C-42
Concrete Thrust Blocks for Horizontal Bends
A
BEND
(PLAN VIEW)
r/
i
�rL ti,
cv r
1
h�
2 MIN.
HYDRANT" BASE
(SECTION VIEW)
'TURBED SOIL
1,5' MIN.
UNDISTURBED SOIL:-.-'
SECTION FOR ALL FITTINGS
PIPE SIZE
/
1\ _
San
i L
M r r-
,r A � „c., I A rr I 1r •,
-` UNDISTURBED SOIL
PLUG TF.:E:
(PLAN VIEW) (PLAN VIEW)
..............................................................................................................
MINIMUM "A" DIMENSION (FEET)
--------------
PIPE SIZE (INCHES)
FITTING
2
4
6
8
12 16
20
24
30
36
90° BEND _ W
W7.0�
2.0�
2.5�
3.5�
5.0 � 6.5
W8.0
90.0
92.0
14.5
45" BEND
1.5
2.0
2.5
4.0 5.0
6.0
7.0
9.0
10.5
....... ........1.0
22 1/2' BEND
05
......
1 0
1.5
2.0
.....
30 3,5
.....
4.5
..
5.0
6.5
7.5
11 1/4° BEND
0.5
1.0
1.0
1.5
2.0 2.5
3.0
4.O
4.5
5.5
rr __.
PLUG/TEE
rrr
1.0
r
1.5
2.5
3.0
rrr rr
4.5 5.5
1 7.0
1 8.0
1 10.0 1
12.0
NOTE: ABOVE DIMENSIONS BASED ON THE FOLLOWING: 250 PSI WATER PRESSURE AND
2000 LB/SQ FT SOIL BEARING CAPACITY (SOFT CLAY)
CITY OF' WINSTON- SALEM
DEPAR"I"MENT OF PUBLC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1 17
R:\Data\Utility\Utility Spec Drawings\concrete thrust black horizontal.dwg
C-43
-- -- 2 BY THE ENGINEER. O
0 5
3. COPPER PIPE SHALL
CONFORM TO THE n
'w a TECHNICAL SPECIFICATIONS
5 METERBRICK FOR "'COPPER PIPE".02
�
- YOKE
5T.
`m .__ ....... ........._
- TYPE "K" SOFT ...;J'....... ._ _"'.__
COPPER TAIL PIECE.
-.-COMPRESSION TO MALE COUPLING �
.... ...., ...., ..._.-,...,.1" BRASS PLUG
1" x I. BRASS TEE
('1" x 1" x 3/4" IS ACCEPTABLE
FOR 5/8" METER)
1" BALL. VALVE CURB STOP �
(B84-...444--G-NL BY FORD OR B 25122N BY MUEILLER)
CITY OF WINSTON-SALEM
DEPARTMENT OF PUDLICw WORKS
ENGINEERING DIV{SION
Polypropylene Manhole Step
10 3/4"
12"
1/2" GRADE 60 STE
REINFORCEMENT'
SECTION A A
CITY OF WINSTON-SAI...EM
DEPARTMENT OF' PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3.._1...17
R:\Data\Utility\UHIRy Spec Drawings\rnh step.dwg
C-21
Hydrant and Valve Installation
NOTES:
1. HYDRANTS, VALVES AND THEIR ACCESSORIES ARE
TO BE FURNISHED AS SPECIFIED IN THE
TECHNICAL SPECIFICATIONS OF THE ENGINEERING
DIVISION OF THE CITY OF WINSTON-SALEM, N.C.
2. ANY JOINT'S BETWEEN THE VALVE AND HYDRANT
MUST HAVE RETAINER GLANDS.
PAY LIMITS FOR "HYDRANT'".
6 MAXIMUM
1 MINIMUM
GROUND
-6" GATE VALVE AND BOX
12"
i)57 STONE
NORMALLY
RESTRAINED HYO. T'EE
3 1/ 2' --
OR
r
L
TAPPING SLEEVE & VALVE-7
6" D.I. PIPE 0 0
0 O 0
I
M8N
NOTE: BOLTS, NUTS & DRAIN PORTS SEE DETAIL DRAWING FOR
-
TO BE FREE OF CONCRETE. "CONCRETE THRUST BLOCKS"
........SEE DETAIL DRAWING FOR
"CONCRETE THRUST BLOCKS"
C ITY OF WINSTON SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
___________________________________________
R:\Datc\UtiIItY\UfllLtY Spec Drawings hyd & valve instal lotion. dwq
C-41
v
am
BACK OF CURB -
t<:-' Z X
30000
r 0'rl --4 In
Hz�xy Y
x
tilpOn� A
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fro 0 1-M
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1C9x
N
m On
M >
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30
A 1 v
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w N
m N Z
M -n
Z 0
Y
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
Z
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
Q Q
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
F
1Z-1 OC �xy
12" CENTERS AS DIRECTED BY THE ENGINEER.
W J d F-1Z
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF SOX, ADD TO SLAB
O O O x
cc
W cc U. =
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
F- h
FOR 8'-0" IN HEIGHT OR LESS USE S" WALLS AND BOTTOM SLAB. OVER
= Z W
OF- LL o J
89 0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
O 0 Q
OUANTITIES ACCOflDINGLY.
Z „y 2
CONSTRUCT WITH PIPE CROWNS MATCHING.
- CHAMFER ALL EXPOSED CORNERS 1".
M1
W p
DRAWING NOT TO SCALE.
p
TION O
_ x
A LL Zo E� H
Is N
G 6„ 3 m d
SECTION. Y-X o r ; . 6" = Doc = a
D D 0 Ci -
RISER HT. o p �
VARIES _ 1 ° Q a
6„ 0
6" x
s" T SECTION J1J m "a.s F
�o WHERE 30' TO 36" PIPE IS USED " Mn LU _
SEE NOTE SECTION IR-N
WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED DO w N
flISER HT. N Z
VARIES J O
-- - --
Z C)
'olFIR __ NI o v o „ o o. Rl LN
o`I a oM
WHERE 42" TO 54" PIPE IS USED j 'o 'G J - -
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION PLAN PLAN SHEET , oP 2
840.02
------
v
am
-24
S�
500 6 E--{
m Z -0 = 1 #4 BARS "V" 6„ 6„
FH -I D @ EQUAL SPACES III
z
x co O
o F4
co* --ID R w R
D
D �� a
N
V a
C0 yy
Z mq� qu
aw
S
FillPLAN OF TOP SLAB SECTION S-S
C9 Z
O �
Z My
j IA
N � x
m 611FE-1
#8 "W" BARS #4 BAR
M #4 BARS "V" �I
m Z EQUAL SPACES
O D
v,ao
p 6"
#4 BARB "U„
_�
v W DOWEL
SECTION R-R
m N
~ r1
Z O
O
BASED
z
O O
EXPANSION JOINTS
h Q
Q
4'-6'
V
MQZ-a
STD. 8404
0 -J a = z
GRATE A HOOD
orLu z
LL 0
\\ mm
E-0�0
OFWOJ
�W�
000lAQ
Cr
PLAN
Z
H
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
W O
p
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER 111
DEPRESSED GUTTER LINE
m "
EXPANSION JOINT nil r F
ELEVATION
or
O
NORMAL CURB AND GUTTER ON LIGHT GRADES
LL N
v Co
NORMAL GUTTER LINE
'"- a W
EXPANSION JOINT
m
8" g
ELEV•
Ma-,
Q a
USE ON GRADES OVER 2=k -1jt
pw�
_
Q
DEPRESSED GUTTER LINE
= Lp
loll MAX.6'
EXPANSION JOINT AX
Q (�
p cc
7, _0„ -.,- -�
q LU x
ELEVATION
H 1- F
NORMAL CURB AND GUTTER ON STEEP GRADES
w N
r
ON MIN. HEIGHT, H, WITH NO RISER) •
FOy Z
CU.YDS. CONE. IN BOX DEDUCTIONS
J O
ONE PIPE
SAI,S-N TOTAL TOP 80TTOM Tm•MM
MM
N0. LENGTH LBS. SLAB SLAB fflaf X C.Y. R.C.
Z
Z
W
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED
OF
BOX AND
PIPE
COVER
DIMENSION
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
NO
D
A
8
C
G
N
E
F
N0.
LENGTH
NO.
LENGTH
12"
3'-0"
2'-2"
--
--
2 -9'
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-V
2'-2"
3'-0"
0.235
0.828
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.236
1. S01
0.059
0.085
30"
3'-0"
2'-e
3'-4"
4'-e
V 2"
4' -V
4
V-5"
2
3'-V
9
SW
39
0. 123
0.321
1.433
0.092
0. 127
36"
3'-0"
2'-2"
W-10"
4'-9"
V-8"
4'-0"
4
1'-Y 1"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
7'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.712
0.318
1.738
0.180
0.243
48"
9' 0"
2'-2"
5' 0"
'I'll
2' 0°•
9' 2„
4
2'-3"
9
2'-11"
9
2'-11"
54"
9'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-i i"
9
2'-11"
35 0. 145 0.352 2.052 0.235 0.317
41 0. 180 0.386 2.387 0.287 0.401 SHEET 2 OF 2
RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 02
0-0
t<:-1 Z 43" NOTE: USE TYPE "E", "F" AND "G" GRATE Q Q
D HO-, 0 UNLESS OTHERWISE NOTED. P A� ��$" P
=O D>0 PIT cn
B �� I W'CQIL=
.. 2�00 21/8" -�1 ram' QUFOI-H
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0 0
H D V A o o A ALIGN FRAME WITH INSIDE ',I z 1- H
GO 0 0 o EDGE OF WALL TO ALLOW
Z o o FOR VERTICAL ADJUSTMENT
O WALL SECTION---__
0 0�
SECTION - BB
B SECTION - PP SECTION - NN
� PLAIN
c FRAME, GRATE, 8 HOOD ASS`Y J,�+ O O Q
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1-1 6,r 2 0" 6.. �, _
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6" 2`-0" 6" �N yam" LL
33� 6r' 3'-0" 6,r 3�2
SECTION - KK 13(6°
2'-111'2" �arr
SHEET i OF 2 R SECTION- RR SHEET , OF 2
84O.OS HOOD ELEVATION 840.03
m
x� {23/4
z
DETAIL SHOWING TYPES OF GRATES
2'-11�1j"
z
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Dtp..,oy
USE ACCORDING TO WATER FLOW.
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B
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TYPE IIGII TYPE „EMI TYPE "F11
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WATER FLOW SAG -�- WATER FLOW
SECTION A
x Q Mz-M
O O Q
LL O m
rn
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m y
Z x
TYPE - E
Z= x
z Q
TYPE "F" TYPE "E" TYPE "G"
0­1'E A z
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N o
P
RAISED FLOW ARROW 2�¢"
i6" HIGH "I
9 RAISED FLOW ARROW 2
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OD p
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cc N Q
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2'-11:'4
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2'-113/4 1112
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13, SECTION A -A
i�r
I /B
TYPE - F
TYPE G SECT-IO►N A -A
SHEET 2 OF 2
SHEET 2 OF 2
840.03
840.03
v
V
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
�In
}
<0 Z
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE
THE ENGINEER WITH DETAILS OF tHE PROPOSED STEPS AND HAS RECEIVED WRITTEN
SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
F
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In ��p'1Cr
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PLAN
SIDE
ELEVATION
PLAN
SIDE
ELEVATION
N
0ZC`
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ZLL
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1a12"
LU
a
_ 1' 0.
CAST IRON
CAS7_IRON
0 :~A
Z
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ELEVATION
ELEVATION
LU
(aD
ZO
C>
n
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11jn
#6 BAR OR
GAWo
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x
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p C�
Cr
Z
m
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PLAN
1'2"
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POLYPROPYLENE
SIDE PLASTIC
SIDE
HO-M Z
-1 H
M
ygr, �_
ELEVATION
PLAN
ELEVATION
w G
(a
COMPOSITE
REINFORCING STEEL
ELEVATION
#3 DEFORMED
�_ 12�_ 12_" DONOTUSE
IN
SHEET 1 OF 1
STEEL ROD
SECTION A -A
'�� SANITARY
ELEVATION
SEWER MANHOLES.
SHEET 1 OF 1
840.66
$40.66
NOTES:
STORM DRAINAGE STRUCTURES DEEPER THAN 4 FEET SHALL
HAVE STEPS INSTALLED.
HAND
S PLACED j i T
PIPE 'SIZE BACKFILL r
I , r ✓ r �/ ,i�r rm
8' 10 12 15 18" 21" 24" 27' 30` 36"
^^ G'_ __ ___ ___ ___ ___ ___ ___ ___ ___ __ STABILIZA116N ,. Be 6 OR
STONE
2'�r , 4" MIN.
;�
o STONE ENCASEMENT
n
4'
c
SS .C, 6
F
C A S SS CAS _ CLASS CLASS CLASS L S CLASS CLASS CLASS CLASS CLASS
HAND
�. D„ D, D, D, SPA(„ D„ D,. D., D, D„ PLACED
6'- y 6' 0 S
BACKFILL
_4
o
/ ' iH
Q
N
/
m l /
W 8' IP,SS',/�'T SS 'C;LASS; SS,/CLASS/ CLASS CLASS i Bc .>. 2
i" I A;S' ;i� STABILIZATION
C C j" C„ C STONE *" Bc 6 OR
0 / ;. ✓. / i// / ii///i i (ii":,;<r�v;Y 4„ MIN.
1(.7' ._ -r-,. E / e 1.L..�_.L..1 t � L ...<_e ..Z/. L ..c...lr
/l� clAss ///� CLASS c;LASCLASS
n
„C,
i LASS "3"
B / CLASS', /, ,;f C'I.A, 41..A > CL.A.> B,. "13 Ei
W '
12' j, %/ T C% CLASS „B„ "B„ B„ HAND
y
CLASS',
,' "g" STONE 5iC7NC Si(_'>NE PLACED
"C" , CLASS
( ) ENC ENO. ENC. dACKFILL
14 i B„ STONE STONE STONE e ...,
'%� %�
CLASS STONE ENC. ENC. ENC. j
"B„ ENC. /
STABILIZATION> Be a 6 MIN
16" CLASS STONE NOTE: STONE ANw r r : Be 6 OR
ENC. SEE TECHNICAL SPECIFICATIONS FOR BEDDING /,,rrls � '.r.H,?P 4" MIN.
B REQUIREMENTS FOR UNSTABLE SUBGRADE AND
18' STONE ----------- CLASS "C"
ENC. ROCK FORMATIONS. HAND
t_.. Be Outside Diameter of Pipe PLACED . /�'%' &Zki�
2
0 ,TONE: BACKFILL /,ENC.22' CITY OF WINSTON-SALEMSTABILIZATION ,,✓ r'•(r`
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION STONE 4" MIN.
CLASS "0"
I I N.T.S. REVISED 4-17-2020
O -TARO
M
0
y-oo
1" DEPRESSION
Hz�xD
1, 7§/ 1'-7r ll
=0Zym
x O 0 0
Z FyOrT
N
O
000
Z
SECTION G-G
m
0
x
co
m O
'a z
M�4 0
x M Fi
Z
2'-31/4°
Cor=
v 1
�
v v
� � D
� � x
�2"
Nmv
11611
CD
Zx
5ESECTION
�v0
Z
-.-_H..-_H
vo
z 0
�
v �
OD
o N
B" WALL
DEDUCTIONS FOR (1) PIPE CY
PIPE SIZE
CM
RC
304
0. 139
0. 0.185
36"
1 0. 195
O. 253
12" WALL
DEDUCTIONS FOR (1) PIPE CY
PIPE SIZE
1 CM
RC
30 "
0. 1 B1
0. 279
35 "
0.251
1 0.390
QUANTITIES
BASE
H
PIERS
(CY)
(CY PER FT HT)
(CY EA)
0.520
B"wall (.430)
1 0.006
12"wall (.642)
I ~�
NOTES:
PLAN
1. FOR YARD INLETS OVER 4'-8" VERTICAL WALL
(WITHOUT TOP)
DEPTH, THE BRICK MASONRY WALL THICKNESS
SHALL BE 12" BEGINNING AT 4'-8"
2. SECTION "B" OF THE PROPOSED WALL SHALL BE
Y4'LC0�4PJfid'E
8" THICK. SECTION "A" SHALL BE 12" THICK.
C Q&Af TD. #442
3. IF PROP. STRUCTURE EXCEEDS 12'-0" VERT.
5' X 5'
HEIGHT A DESIGN WILL BE REQ. FOR APPROVAL.
a W10 X W10
W. W. E.
4. BRICK MASONRY CAN BE COMMON CLAY BRICK,
-
JUMBO BRICK OR CONC. BRICK.
-
5. ALL MORTAR JOINTS ARE TO BE
O
B" X B"
6. CONC. BOTTOMS, WALLS & PIERS SHALL BE PAID
ro k
3'-B'"
BRICK
0
AS MASONRY DRAIN. STRUCTURE.
PIER EA.
Q. g
CORNER
2 COURSES
7. CONC. COVER TO BE PAID AS FURNISH & INSTALL
N
HIGH
5'X5' YARD INLET COVER.
B"
B. YARD INLETS OVER 4'-0" IN DEPTH SHALL
2 Z
PROVIDE STEPS 16' ON CENTER. STEPS SHALL BE
12"
IN ACCORDANCE WITH NCDOT STEPS. STEPS WILL
y
BE IN ALIGNMENT WITH THE LOCATION OF THE
= Q
LU Q
RING & COVER.
m
9. WHEN CONSTRUCTING THIS STRUCTUREOVER AN
EXISTING PIPE LINE, SAW CUT & REMOVE A
Q 2 V
SECTION OF PIPE EQUAL TO THE INSIDE DIAMETER
OF THE STRUCTURE. POUR NEW BOTTOM AS
O
PIPE PIPE
O
SHOWN AND CONSTRUCT THE NEW STRUCTURE.
NEW STRUCTURES ARE NOT TO BE BUILT ON TOP
OF THE PIPE.
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SECTION X-X
ECASELS OF
TTHE
CLASS A,�
STRUCTURE, MANUFACTCONCPETEUURER SHALLIS
CONCRETE,
(WITH TOP)
STAMP OR NAECTURE.
3000
THE INSIDETANDIOUTSIDE OITSFF THE STRUOR
BASE SLAB
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PLAN OF FRAME Ln
1'-7`5/8" 1'-7%" CAST IRON o
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PLAN OF GRATING WG°
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CAST IRON U Z
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1 II 1 II 1
3'-3344"
1/B° 1�11 1�6
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2%81, �� 21/8'
31 1H N N
W-6"
SECTION E-E
5'-0"
0
I
LIT
SECTION_F-F
STANDARD RING AND
COVER FLUSH WITH
SURFACE
PLAN OF TOP SLAB
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B" X B" BRICK
5' X 5' WIO X W10 W.W.F.
PIER AT EACH CORNER
SUFFICIENT FOR 6' SQUARE
3" RADIUS
2 COURSES HIGH
TOP SUPPORTED A T 4 CORNERS
4..
FLOW
n
%' %' %OPENING r ;
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1117-
CITY OF
L
WINSTON SALEM
YARD INLET
SIDE VIEW OF SLAB
NOTES.'
CONCRETE SHALL BE CLASS A, 3000 PSI.
TOP SHALL HAVE A SMOOTH FINISH. THE MANUFACTUER SHALL STAMP OR
STENCIL ITS LOGO OR NAME ON AT
YARD INLET COVER TO BE PAID AS FURNISH LEAST ONE EDGE OF THE TOP.
6 INSTALL 5' X 5' YARD INLET COVER,
GREEN
MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
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465 .�
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APPUCANT/DEVELOPER:
WBY4, INC
7349 W. FRIENDLY AVE., STE.H
GREENSBORO, NO 27410
ATTN: WILL YEARNS
OFFICE: 336.202.8514
EMAIL: [e-mail]
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SITE AREA: 34.1 f ACRES
PARCEL ID: 6878-07-7067
DESIGNED BY JDY
CHECKED BY: VCT
DATE: 2021.10.22
PROJECT: 20-066
REVISIONS:
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Al
C�o btio�
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BEFORE YOU DIG I .
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
SHEET TITLE:
SITE DETAILS I
SCALE:
SHEET NO.:
C-
5,00