SW3220902_Plansheet - Misc. Detail_20220921

Y �2" YIEEP HOLES
PLAN
SECTION X-x
NOTES! USE GLASS "8" CONCRETE THRDNIHOUT. z
PROVIDE ALL CATCH BASINS OVER 3'•0" IN DEPTH WITH STEPS 12" 2-
ON CENTER- USE STEPS WFIICH COMPLY WITH STD- DRAWING 840-66- F Q
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 44 BAR DOWELS AT Q F
12" CENTE PS AS DIP ECTED BY THE ENGINEER- F C]
IS
113E FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.IL
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF SOX, ADD TO SLAB Q
A3 SHOW On 31D- NO- B40-0D- LLJ ¢ 2LL
-
FOR W-O" IN HEIGHT OP LESS USE 6" WALLS AND BOTTOM SLAB. OVER C] _ 0
TO 18'-0" IN HEIGHT USE B" WALLS AND BOTTOM SLAB. ADJUST Q
cc
QUANTITIES ACCORDINGLY. ~ Q W
CONSTRUCT WITH PIPE CROWNS MATCHING. 0 � 0,
¢
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z 0, C,-
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 7BY STONE IN A F >
POROUS
FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED 8Y THE ENGINEER. D_
CHAMFER ALL EXPOSED CORNERS 1", W
O
DRAWING WTI TO SCALE -
•INCREASE THE SIZE OF THE 8" OPENING TO B" MA%., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL NIEGHT ABOVE THE TOP ELEVATION- A6J0$T
GANTITIES ACCORDINGLY.
FA
AD OPENING SJ7
IF RED D.
TOP SLAB 0 m
TOP SLAB L'C
TOP ELEVATION LL
_
GUTTER LINE LL
0 y
W4 BAR Z 1' 6"• i7 W
Z Q
y CL
TOP ELEVATION cc
¢ d
7Tz" CLR, C3 Q _
o Mole" G m
�1 PIPE WALL cc
I I(THIDICNE33 VARIES ¢ _
YIN l z F [C
#4 GAR Z
Q
F.-
0) W -
>_ d [V
QTE SECTION Y-Y PART SECTION Y-Y o r
SHOWING DETAILS AT OPENING ¢ W
D a~�
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN ABASED DR MIN. HEIGHT, H( CY W
IDX d PIPE REINFORCING DP d DOT- BLAB Cu. YD3. OOHC. TOTAL G4N MllL IEDUCTION DED. DIVE
WIDTH HEIGHT BARS - x &WITS - Y BAPS Z UIYENSILNS IN BOX BO% d SLABS ONE PIPE fi THROAT
pPENI G
e H NO, LENGTH M0 LENGTH NO LENGTH F G TOP MAIM MAIL, IT- HT 111L M]M. TOI ION Hi C-S_ R.C. Yoa Z
4 3''D" B 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.048 0.615 0.032 0,046
3-D 6 4'-3" 2 d'.3" ■'-e" 3'-3" 0.1B1 0.271 0. 2.1 27 1f.ID6 0.023 0.038 0.04E TJ
"•' WEEP HOLES
x
I
Y '
PLAN
WITH GRATE d FRAME REMOVED
BRICK COPING(INCIOENTAL)
TOP ELEVATION -
STO. 64OA S FRAME -
A GRATE
6„ A 6„
e
I
In(D I -
w
m SEE NOTE DDWEL(SEE NOTEI
SECTION x-X
GENERAL NOTES'
USE CLASS "B" CONCRETE THROUGHOUT -
PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12"
ON CENTER- USE STEPS WHICH COMPLY WITH STD- DRAWING 840-00-
GPTIONAL CONSTRUCTION - MONDLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGI DEER,
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB
-
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SPOW ON STO. W. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840,25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN -
INSTALL 2" wEEPHOLE$ AS bt RECTED BY THE ENGINEER-
iNSTALL STONE OARING, OF A YINIYWI OF 1 d15IC FOOT O" N0. 7BY STONE IN A
POROUS FABRIC [TAG OR WRAP, AT EACH WEEP HOLE DR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX. PIPE THIS S[OE
SECTION Y-Y
DIMENSIONS AND GUANTITIES FOR DROP INLET(SASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX
E PIPE
CUBIC YARDS
CONC. IN SOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
YIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. IT.
�°P•i.I
° ails"'
C-M_
R.C.
12"
3'-0"
2'-1"
2'-0"
0.222
D.222
0,592
0,015
0.026
15"
2-3
0.648
0,023
0,035
16"
17
2'-6•'
0.703
0-0.33
0.049
24"
3 -0'
0.014
0.059
0.085
30'
3' O"
270"
3 -6
0-222
0,222
0.925
0.092
0,127
1" DEPRESSION
1'-7%N 1, 7%H
r.
n
SECTION G-G
F9'- 3 1/
2rr
SECTIONI�H-H
ri � TIN
11� Ir
Ham"
G
o I�
=Ezzil
H
L4W 1'-41t'
PLAN OF GRATING
1 T
1� N -
2�b
CAST IRON
SECTION E-E
44 BAR
N
DOWEL
3'-6"
F
NOEL yE+
N
I
I
F
PLAN OF FRAME
CAST IRON
y�1r err �H
1 IT i rr � TIN
2'-3:4TIN
14 'dlr
21/g"
I N N ,�r•1�$n N N
2'-6
SECTION F-F
E
A
6" OPTIONAL MANHOLE
E
GENERAL MUTES:
e"
r•
CHAMFER ALL EXPOSED CORNERS 1".
LUSE
CLASS "B" CONCRETE THROUGHOUT.
-
x
4
D
r
1 r
-.--�-
��
D
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, CR
N4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
-
T
USE FORMS TO CONSTRUCT THE BOTTOM SLAB-
'
tt
t
Y•f f
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOA,
ADD TO SAGE AS SHOWN DN STANDARD NO. Bop.Da.
`
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
-
- - - -4
12" ON CENTERS IN ACCORDANCE WITH STD. K. 640.66.
3"
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
SEE STANDARD 040.54
C
TO INCLUDE THE ADDITION OF THE MANHOLE {I.E. DIAGONAL BARS
P LAN�FORRIDAANHHOLE COVER 8 FRAME
INAL SPBARS ACED BA"
SHORTENED AROUND OPENING IN TOP SLAE, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLA8.1
C. TO C.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TDP
BRICK WAY BE USED
ELEVATION IS 12 FEET.
TO ADJUST FRAME 8
COVER TO SURFACE
ELEVATION MAX. 1'
-
r
I
r
OUTLET PIPE - 1 a
E OR F tY "
r A
SECTION S��
6" C-C 0R D-D DOWEL
SECTION X-x
B"
! X 6„
EXP. JOIN
6,. 6
8'•
SECTION Y-Y
DIO MSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS A"
TPA SLAB
DIMER$IONS
CUBIC YARDS
IN BOX
TOI AL p]UAN7ITIES
SOX AND SLABS
TIFAV ICTI DNS FOR ONE
PIPE Cu-YOS-
PIPE
SPAN
WI OTH
HEIGHT
B
A
B
H
ND.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAG
SLU
FI. OF IT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
31-0"
0,167
0,167
0,185
22
0.750
0,015
D. 024
15"
2'-3"
2`-3"
2'-1"
12
3'-0"
3'-3"
8'-3"
0.19E
0.1SI
0.204
24
O.S02
0.023
0.03E
18"
2'-B"
2'•8"
2'-9"
to
3'-8"
3' 8"
3'-8"
0.227
0,227
0,222
as
1.065
1 0.033
0.04E
24"
3'-0"
3'-0"
3'-3"
16
3'-11"
4•-0"
4'-0"
0.296
0,296
0.25E
40
1,434
0,059
0,065
So"
3'-B"
W-W.
3'-9"
18
41-3"
4'-8"
4'-6"
0.375
0,375
0,296
51
1.860
0.092
1 0,127
36"
4'-0"
4'-0"
4•-3"
20
4'-9"
u,-0"
51-0"
0, 483
1 0.463
0, 333
54
2.341
0,132
0. 178
42"
4'-B"
4'-8"
4'-0"
22
5'-3"
5'-6"
5'-8"
0. 560
0.5B0
0.370
77
2.878
0.180
0.243
46"
5'-4"
5'-4"
5'-3"
2B
B'-3"
8'-4"
W-4"
0.743
0,743
0.407
111
3. 523
0.235
0.S17
54"
5•-16"
fi'•1O"
fi'-B"
28
8'-7"
8'-1D"
B'-10'
0, 005
O. B55
0,444
126
4-282
0.297
0,401
60"
6`-B"
8'-B"
8'-3"
30
7'-3"
7'-6"
71-8"
1.042
1.042
0,481
145
5.090
0.367
0.495
66"
7•-1'•
7'-1"
8'-9"
32
7'-10"
8'-1"
1., 1'.
1,210
1.210
0,516
169
5.917
0.444
0.589
z
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M r
Q ¢
H cc U
o Q o = 2
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N H
LL J
OC,ul¢
z ,?�
H- Fti
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Lu
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= ~ 1--1
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o a
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O
¢ W C:
J) W
C4
� � r
00
� y
z
O �
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Qa¢
F-I Of E 6
0 0 11 =
0
w < LL_
0
F
HLL0
o C,
z H-
:�
a�
Lu o
Lo
0
Wcc
Q z
z r
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¢ = C7
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C] cc
Q w CI]
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z LL �o
Q
Jrv'
<x=
p N F
Hy
0 CL R.
CC Lu
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0
LL
0
L�
'MEET 1 OF 1
840.1E
z
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HEET 1 OF 1
840.31
SLOPE AS INDICATED ON PL
VARIABLE TO SUIT CONDITION J_
9" M G "p'. p" 9" f 2
N
MIN. _ � 12"3, I I.h• olv.-
R-h'Paul BAEL
x- -i 5 PVARIABLE TO SUIT CONDITION OPTIONAL
�9" M G -2--WIS f CONST. JOINT DDYIEL FOOTING .n
MIN. B III CONS7, B =
JOINT USED
3 ELEVATION END ELEVATION
CON1� -T I I 119 1 PIPE
j} JLi-
lo" k #4-BARS
OPTIONAL
CONST. JOINT DOWEL FOOTING I
e JOINTUSED
a 12" I�
ELEVATION I PLAN
END ELEVATION DOWEL
BAR-'Y'
GENERAL NOTES:
-CHAMFER ALL CORNERS 1". USE CLASS "B" CONCRETE.
-PLACE 2 #6 rY" BARS IN THE TOP OF ALL tKIMALL FOR PIPE CULVERTS 42" AND OVER
WITH A MINIMUM F R AN A LENGTH F THAN N NTH.
I INIMU 0 3 DOVE 0 LE GT O B LE55 H E o1YALL LE G
-CONSTRUCT BOTTOM SLAB WITH FORMS.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS
APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
-DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE,
BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
REINFORCING QUANTITIES
CIA-
15"
To'
24"
3O"
36"
42" C.S.
42" R.C.
48" C.S.
46" R.C•
BANS
'K,
"x"
"X"
rX"
"X"
"x„
•, Y"
"X"
"Y"
"X"
"Y"
"x"
"V"
OTY.
5
5
S
8
7
7
2
7
2
8
2
B
2
LBS.
12
12
14
14
16
47
49
52
55
`QUANTITIES BASED ON p,O"
8 Q.C.(TYP.]
REFER TO CHART
FOR BAN SIZE
ELEVATION
PLAN
DIMENSIONS AND CONCRETE QUANTITIES
R.C.P, DIMENSIONS AND VOLUMES
C.S.P. DIMENSIONS AND VOLUMES
D
IN
0
B
M
S
T
YD3
H
B
G
M
YD3
15"
8'-4"
V-B"
Z'-S`
V-1"
10e"
2114"
1.0
V-4"
V-8"
2'-5"
11-5"
1.0
16,
3'-7"
1'-1D"
2'-11"
1'-3"
10"
gig"
1.2
3%7"
V-10"
2'-9"
V-S"
1.3
24"
4' 2"
2'-1"
3'-9"
1' 8"
1G"
3"
1.7
4'-t"
2%1"
3'-6
1'-9"
1.8
30"
4'-9"
2'-5"
4'-B"
1'-70"
10"
31'2"
2.5
4'-7"
2'-4"
4'-3"
2'-0"
2.4
36'
5'•5"
2,_9"
5'-8"
2'-2"
9W'
444
3 6
5'-1"
2'-7"
51•0•'
2'-3"
3.1
42"
6'-0"
3'-0"
6'-T"
2'-5"
9Tg"
5Ta"
4.8
5'-7"
2'-10"
5'•9"
2'-8"
4LO
48"
B'-7"
3'-4"
V-5"
2'4'
911"
04
6.0
W-1"
z
0�
H r
Q Q Q
H� cc LL p 11 = Z
'''¢Q�_
Q�¢��
C~O F=--LL0J
oor~i ¢
z
CLEL I --I
W
0
LC
0 LL. U)
0 J cc
z J W W
a
�a_�
CC Q 0 a
O = y
W DO
¢ W
¢ z d
J
at CL
N Lc
F
En W W =
H J NI
O v H r
v = N
w
SHEET 1 OF 1
838.05
z
O T1J
M
¢
NOTES:
Q
Q
D
6" THIS PRECAST ENOWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
H2-I li V,
LL J D- F-1 Z
838,39, B-3 51, 838.57, 838.63 ANO 838.69.
Ct Go =
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
11J ¢ Q LL _
FOR IN ACCORGANCE WITH SPECIFICATION SECTION 636-
C.) OC 0 C7
USE 4p0O PSI CONCRETE-
_ z lJJ
" PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
F LL• 0 J
_
FOR GRADE 8D AND WELDED WIRE FABRIC CONFORMING
CCp ¢
p
TO ASTM A185 wITX 2" MIN. CLEARANCE.
z I••N�
H2 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
0.N�y
OSHA STANDARD 1926. TOOL
W 0
' PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
O
CONTRACTOR
-
ALL ELEMENTS PRECAST TO MEET ASTM C913.
- - -
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDE?.
• CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
6" O-C-(TYP,)
REFERTO CHART
FOR BAR SIZE
E: THE MINIMUM BAR SIZE SHALL BE #5 BARS
LU
J N
8" CTS.THECONTRACTOR WILL HAVE THE OPTION5IDE INCREASE THIS BAR SIZE AS NEEDED.
[Af
cc
0
LL Q o
3 0
z =
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX,
MIN./MAX.
MIN,IMAX,
MIN. IMAX.
MIN.IMAX.
PIPE OIA.
BAR SIZE
HI(FTH21Fr.)
D (FT.I
IY1
W2
1.0
#5 @ 8"
1.2512.00
2.0013.75
1.2511.75
3.0013.75
5.5016,00
1.25
#5 @ 8"
1,2512.00
3.0013.75
1,2512.00
3.5013.75
6,5016.75
1.50
45 @ 8"
1,2512.00
3.0014.25
1.5012.50
3.5013.75
6.5016.75
2.0
M5 @ 8"
I.5012.50
4.0014.75
1.7512.50
4.0014.25
7,5018.25
2.5
05 0 8"
2.5013.50
4.0016.00
2.0013.00
4.5015.50
10-00111.50
3.0
05 @ 8"
3. 0013.50
5.0016.00
2. 7513.50
5.2515.75
11.50111.75
3.5
#5 @ 8"
3.2514.50
6.0016.75
3.2513.50
6.00/6.75
12.00113.25
4.0
#5 @ 8"
3.5014.50
S.SO17.00
3.2513.50
6.50/6.75
13.00113.25
4.5
#5 @ 8"
4.0015.00
6.5018.50
3.2514.00
7.00/9.25
13.50115.75
5.0
05 @ 8"
4.5015.00
7.00/8.50
3.2514,00
7.25/9.25
13.75115.75
5.5
45 @8"
4,5015.00
7.5018.50
3.2514.00
7.2519.25
14.00115.75
6.0
#5 @ 8"
1 4, 5015.00
1 7.5018.50
13,2514.00
7.7519.25
14.75116.75
GATE & FENCE DETAIL
Q W 0-
o W 4
c W cm
I=_
cL)Of
¢ F
d
vy [ y =
N
V1
}
� LD
a U x
0 Lu y
m
�- O
NOTE 4
FB®I HMDE
.I-
` '
vN a BOX
{YE p„Ia NOTE 8
a.
STANDARD 1 i LIMN
VAYE BOX
1N4N
S'-0• MIN- COVER DESAIL)AIL] L NDT[1
NOTE �E g
8 I
NOTE 1 [ 1
NOTE 3
2-INCHES NINI 1 D
FITTINGS AS REQUIRED
VnIu
.CONTINUOUS
K-COPPER OR
WATER MAIN WITH CRY APPROVAL HOPE
SDRJQ- 20OP"I SERVICE SIDE VIEW
WITH TRAGNG WIRE MOTTO srArr
GENERAL NOTES:
1. 2 - INCH WATER SERVICE SHALL BE INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO BE MADE TO AN EXISTING
WATER MAN, UNLESS SPECIFIED BY THE CRY.
2-INCH TAPPING SADDLE: 2-INCH TAPPING SADDLES SHALL BE BRASS MANUFACTURED BY FORD "S-70", MUELLER
"H-134-20", OR EQUAL 6-INCH TO 12-INCH TAPPING SADDLE SHALL BE DOUBLE STRAP, STAINLESS STEEL. EPDXY OR NYLON
COATED; OR SOLID BRASS MANUFACTURED BY SMITH BLAIR '317. OR ROMAC "202H-- CORPORATION STOPS SHALL BE HIGH
PRESSURE RATED AT 150 PSIBRASS COMPRESSION FITTING TYPE WITH STANDARD THREADS FOR INSERTION INTO THE TAPPING
SADDLE AND WITH SERVICE PPE CONNECTION INCLUDING COUPLING ANO CASKET. CORPORATION STOPS MANUFACTURED BY
MUELLER "H-25005' FORD OR EQUIVALENT.
2, 2-INCH DIAMETER K-CAPPER PIPE OR WITH CITY APPROVAL HOPE SDR 9 20OPSI RATED WITH TRACING WIRE AND WITH EITHER
"FRLALEW ELECTROFUSION COUPLING FTTTINGS '2"NPS-SDRJ9" OR 2"IPSX2`IPS BRASS WITH PROTECTIVE SLEEVES BY
"INDEPENDENT PIPE PRODUCTS" AND 2" BRONZE 90-DEGREE ELBOWS, AS APPLICABLE.
3, CATE VALVE SHALL BE 2-INCH EPDXY COATED CAST IRON RESILIENT WEDGE FIP To FIP CONNECTION MANUFACTURE AMERICAN
FLOW CONTROL. MODEL '304SS", MUELLER. OR AN APPROVED EQUIVALENT.
4. STANDARD VALVE BOX PROTECTION WITH 2'-0' X 2'-0' CONCRETE PROTECTOR RING, CAST IRON IN ACCORDANCE WITH MY OF
CONCORD DETAILS.
5. 4 TO 6-INCHES OF WASHED STONE IN METER BOX BASE AND FOOTINGS-
&- 2-INCH BRASS METER VALVE FLANGE MANUFACTURED BY FORDBFA13-777W' OR EO
UAL
-
7. THE 2-INCH AMP METER WITH 2 BOLTS FLANGED ENDS, MANUFACTURED BY MiRI FIR SYSTEMS, MODEL' MVR160; OR Al
APPROVED EQUIVALENT SHALL BE SET AFTER THE APPURTENANCES REQUIRED FOR THE METER INSTALLATION ARE IN PLACE AND
DEEMED ACCEPTABLE BY THE CRY OF CONCORD,
8- METER BOX SHALL BE GLASMASTERS UNDERGROUND ENCLOSURE, 17X30 STRAIGHT WALL -OPEN BOTTOM TIER B LOAD RATING
BOX TIER WITH TWO MOUSE HOLES: AND SHALL HAVE A MINIMUM 12-INCH HEIGHT AND BE GRAY IN COLOR, MODEL NUMBER
S173012S20N06-1: OR EQUIVALENT. ADDITIONAL BOX HEIGHT MUST BE AUTHORIZED BY THE CITY.
METER BOX LID SHALL BE CLASMASTERS UNDERGROUND ENCLOSURES, 1700 COVER WITH SINGLE AMR MOUNTING HOLE, 2
THRU W/4,125 OMA X 0,25 DEPTH COUNTER BORE, WITH TIER 08 LOAD RATING AND GRAY IN COLOR, MODEL NUMBER
S173DSNO8-t-WA; OR EQUIVALENT. THE METER SOX RIM AHD COVER SHALL B£ SEi FLUSH WITH FlNRL GRADE. METER BOX
ASSEMBLY SHALL NOT BE LOCATED WITHIN AREAS SUBJECT TO VEHICULAR AND PEDESTRIAN TRAFFIC AND/OR DRAINAGE
FEATURES.
9. 12-INCH BRASS NIPPLE PAST BOX
10, REQUIRED BA.CKFLOW PREVENTION ASSEMBLY IN ACCORDANCE WITH THE CITY OF CONCORD CROSS -CONNECTION CONTROL
ORDINANCE.
ZONING SETBACK
PINY UNE-P�pPfADIERTpN n55EMeLr
WATER METER
NEWER ED DR N PER
APPROVED STANDARD DETAIL
APPROVEDDRAWT
NOS Fran IFx"-Dvrrnmce LI.
2-INCH COMMERCIAL
WATER SERVICE METER
2. 42 17 Oft, G-K R
GENERAL LOCATION REOUIREMENT 2. 2 18 GEli1dD1 HDTE 11-SCRRm MITI SVM
N.LS 9 G7
N. BY
FINAL METER LOCATION TO SE In COMP000F WRN Out.�5'♦S10H
THE NS•ROFID DRAWINGS A CRY OF CONCORD ORDINANCE
D.-Br ClNcka4 By: Ayga sd Br Dote Sh! pI
9121
WULT WALL
iO SUPPLY
le MN,
NOTE 6-
1r '
um'- VUAiNE�s
ill
to MIN.
--ton3 d --
MOTE 11
-
12-
2• TEST PDI
VAULT W"
t
6
'J
m PROPERTY
i
- PRE-CA5'I VAULT
X-ZO LWLWG
I 9' MINIMUM INTERIOR
1
I CONCpLTE BILCO OR EWMN-ELM, DOUBLE -HINGE ALUMINUM
DM.ASEIEM AT ODOR WITH H-20 LDIDNG AND STNRE54
STEEL PRE -CAST V"T
3jm P.S-I. HARDWARE NOTE 8.
':iSH GRADE
H-20 LOADING
[Tw-FL rT
,WTI-FLZNTATKIN
NOTE 8.
Ir -1 n
12-
NOR 1MINNODE S
MIN.
NOTE 14
�=
NOTE tE Ia• MN-
r
r
TO SUPPLY x;
TO BACK FLdY ASSEMBLY NOTE 7-
24• MIN.
1L•
w W
MIN
MIN,-pLOCKINO
HESTRNrH'D - -'
�
IIB1RAm
\ Top Tu pf•.PHIN. DRAIN
OR TIE IWO
CWNHAGE
TINDBSTRUC1Ell\
UND6NRBm WL DD�'MINWR1ppF
nipANED B�COFIVO NON-CORRDSAE
A •Erel. scREEn
X ELEVATION
awH N.T.S. VIP
D11CH BASH DISCHARGING
WITH ORATE srcfm STCRN PIPE
J o s DRAIN FROM
- YE1D1 IIACKFLOW
i C VMRT
TYPICAL LOCA TIpN REQUI REMENT�- 1
N.T.S.
GEMERAL NOTES: DRAIN ALTERNATIVE
1. HERSEY FM3 4" DIAMETER METER WITH 1" RESIDENTIAL FIRE METER (RFM) BY-PASS METER TUTS
ASSEMBLY EQUIPPED WITH AMR READ CUBIC FEET REGISTRATION OR EQUAL. THE LOCATION OF
THE FITTINGS MUST COMPLY WITH THE MANUFACTURES RECOMMENDATIONS FOR STRAIGHT PIPE TIE INTO CATCH BASIN OR
CONDITIONS STDRMWATER MANHOLE PER DETAIL
2. MASTER METER ASSEMBLY TD BE RESTRAINED DUCTILE IRON FLANGE PIPE WITHIN VAULT SHOWN ABOVE. NO BE IN TO
3. WATER MAIN AND FITTINGS TO BE A MAXIMUM OF 3-5 BELOW RNKNED GRACE ''TORMWA"°R PIPE WILL NN
4, PRECAST CONCRETE BELOW -GROUND VAULT WITH H-20 LOADING. VAULT AND OPENINGS SHALL QED.
BE WASTER TIGER AND SEALED. MASTIC GASKETS, NON -SHRINKING GROUT AND RESILIENT PIPE
CONNECTOBS SHALL BE USED, AS REQUIRED. AHT1-FLOATATION MEASURES MUST SE PROVIDED
5. 2-INCH TEST PORT BY TAP -$ADDLE, BALL VALVE, AND PLUG
B. RESILIENT WEGOE GATE VALVE NON -RISING STEM WITH KAA WHEEL
7. APPROPRIATE BACKFLOW ASSEMBLY, IN ACCORDANCE WITH THE CITY OF CONDORD COCE OF
ORDNANCE. BACKFLOW ASSEMBLY MUST BE LOCATED WIlMN 5-FEET OF METER UNLESS
OTHERWISE APPROVED BY THE CITY OF CONCORD RACKFLMMN OW ADISTRATOR.
B. THE DOORS MUST BE FLUSH MOUNT, LOCKABLE AND SIZED SUCH THAT THE VALVES, METER, 4-INCH WATER METER WITH 1• BY -PA:
AND TEST PORT ARE LOCATED WITHIN THE DOOR DPENING AND ACCESSIBLE TO CITY OF H-20 LOADED VAULT AND HATCH ST
CONDORD STAFF-
S. 12-INCHES OF HORIZONTAL CLEARANCE MUST BE PROVIDED BETWEEN THE INTERIOR VAULT
WALL AND ANY ASSOCIATED ER FITTINGS OR APPURTEEMBLYS AND FITTINGS N TH M ER ASSEMB MAST
CLEARANCE BETWEEN ALL INJFITTINL BAY -PASS ASSEMBLY AND1AND THE METER HORIZONTAL
ASSEMBLY
FRTINGSvan-
10. ROMAC N40y DISMANTUNC JOINT OR EQUIVALENT. R
11. 16-INCHES FROM METER FLAKE TO TEST PORT CONNECTION- HMI' � DSTR
12. SHOP DRAWINGS FOR PROPOSED VAULT(5:j METER, DOOR[$ ,AHD ASSEMBLY MUST BE
SUBMITTED TO THE CRY OF CONCORD ENGINEERING DEP FOR APPROVAL PRIOR TO
CONSTRUCTION.
13. MAINTAIN A IB" MIN CLEARANCE FROM NTERIDR HATCH DOOR/VAULT LID TO THE TOP OF THE
METER ASSEMBLY h VALVE STELA. �. DON REVISION
14- RESTRAINED DUCTILE IRON WITH MECHANICAL JOINT PIPING AND FITTINGS SHALL BE UTILIZED
FROM THE SERVICE CONNECTION AT THE PUBUC MAIN THROUGH VAULT WALLS AND AT LEAST D_ By. Ct-k d BHT. App-W B!•
5-F7 BEYOND THE VAULT ON THE SERVICE SIDE OF THE SYSTEM. BCC SVM MSH
US" RADIUS
GENERAL NOTES.
1. AGROOVE JOINT 1"PEEP WITH 1N6" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS, ONE tf2"
EXPANSION JOINT WILL BE REQUIRED AT 4V INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSIONKANSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 112" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINSANY RIGID STRUCTURE-
2. SIDEWALK AT DRRIEWAY ENTRANCES TO BE &-THICK.
3. WIDTH OF SIDEWALK ON ALL STREETS SHALL BE A MIN IMUM OF 5.
4, CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS-
5. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN -
PLANTER PROPOSED CURB CUTTER
STRIP
STRIP
118" TO 114• 4" CONCRETE 51D'EWAiK
CONCRETE SIDEWALK WITH PLANTER STRIP
�I I� JOINT FILLER
1122--'III
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
TOWN OF CONCRETE SIDEWALK
MIDLAND, NC
11r EXPANSION JOINT
cm
PROPOSED CURB A. GUTTER
PROPOSED 4• CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
FOR CONCRETE SIDEWALK
REVISIONS
STD NO I DATE SY COMMENT
3.01
1r2- EXPANSION JOINT EXPANSION JOINT
s
n
rLiVV
•A• VARIES (4'$ MIN.] SEE NOTE BELOW
1'a• GROOVE JOINT 1f2'A
5- • T' VARAABLE� 1• � SLOPE I PER FEET
PAVEMENT
...; ..
IF'A- IS GREATER THAN $'ADDITIONAL GROOVE JOINT
,y ,- r.- .•. I SHALL BE REOUIRED AT 1R •A
I..�e•�I�a•T T
SECTION A -A
TWO 112' THICK PIECES BITUMINOUS FIBER REQUIRED
IF SUBBASE IS CONCRETE. MUST BE SEALED WITH
APPROVED JOINT SEALER.
GENERAL NOTES:
1.
A GROOVE JOINT t" DEEP WITH V3' RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5 INTERVALS. ONE 1R' EXPANSION JOINT WILL BE REQUREDAT 4C
INTERVALS. A 112' EXPANSION JOINT WILL BE REQUIRED WHERE THE SIVEWALK JOIN$
ANY RIGID STRUCTURE.
2.
ALL CONCRETE TO BE MO P.S.I. COMPRESSIVE STRENGTH.
3.
SEE STANDARD 1O.22 FOR DETAIL OF ENO EXPANSION JOINTAGROOVE JONNT.
4.
SEE STANDARD 10.26 FOR DETAIL OF DRIVEWAY.
5.
MONOLITHIC CURB AND SIDEWALK TO BE CONSTRUCTEDONLY WI78N REPLACINGGRANRE
CURB OR AT LOCATIONS APPROVFn SY THE APPROPRIATE COUNNIY WGIREER
TOWN OF MONOLITHIC CURB AND SIDEWALK I 3 STD
REVISIONS°"'� GDMMENT
MIDLAND, NC
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING $PAGES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
SPACES REQUIRED
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
28 10 50
2
51 TO 75
3
1
75 TO 100
4
1
10T TO tSD
5
1
151 TO 2DD
G
1
201 TO 3W
7
1
361 TO 400
S
t
401 TO EGO
9
2
50t TO IODD
2% OF TOTAL
1 IN EVERY S
ACCESSIBLE $PAGES
PLUS 1 FOR
1 IN EVERY 8
1001 AND CARER20
EACH 100 OVER JOOC
ACCESSIBLE SPACES
SECTION 4. t,2 05 OF THE AMERICANS WITH DNSAHILTRES ACT (ADA).
SEE 4.1.2.15) (E) FOR MEDICAL CARE FACILITIES
SIGNAGE �� ACCESSIBLE ROUTE
® ® ® (SEE NOTE 3)
SEE STD. NO
5D.09 FOR
DETAILS
ONE OIJT OF EVERY EIGHT (B)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE- IS REWIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MAR{tING5
RT
VAN
ACCESSIBLE
RI -Be
12'zS'
PARKING
MUTCD
R7-1
RESERVEd
PARKING
olsA,aLeD
1rA18'
MUTUI
FRESEFiVEb _N
NOTES: PARKING PANNF+4oER UNA'
1- ALL I0KIW ACCESSIBLE SHINS (R7$8 .R7-1) SHALL BE MOUNTED AT 7 FEET FROM MUTCO LtlhblNb
GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNDING HEIGHT CAN BE REDUCED TO RI-11,
FEED IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH 12k18• oN�v
PEDESTRIANS ARE NOT EXPECTED TO USE_
2- REFER TO MIIAL ON UNIFORM TRAFFIC CONTROL DEVICES, IMUTCpj R7-8D
ADJ
U.S. DEPARTMENT OF TRANSPORTAVOrN AND NORTH CAROLINA REQUIRED ACCESSIBLE MAXIMUM 12k9.
DEPARTMENT OF TRANSPORTATION SUPPLEMENT- RESERVEtl PARKING SIGN PENALTY
$ 25O
3 IF ACCESSI 13LE ROUTE IS A RAISED SIDEWALK AREA. THEN
RAMPS ARE REWIRED AT LOADING ZONE AREA. MA%IMUM
PENALTY R7.8D
$ 25D 12'x9'
TOWN OF
MIDLAND. NC
ACCESSIBLE PARKING STD W I DATE BY COMMENT
AND SIGNAGE 2.11
WYE STRAINER
FLANGE ADAPTOR
COUPLING
EXISTING END OF
LINE VALVE
EXISTING
WATER LINE
B
6ACKFLOW DEVICE
A
4"
6-3"
6"
9'
-
REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTER
FLOC 12 MIN.
30' MAX-
-PLAI'NE ND DIP
SECTION
90° MJ BASE REND WITH
MECHANICAL RESTRAINT
6RAC ING AS REQUIRED
A
WATER MAIN SIZE
B
6..
17"
8.1
19°
12"
22"
16"
26"
24'
32"
NOTE: THIS VALVE WILL BE
C,LQ$ED DV RING
PRESSURE TEST,
yQ° FJF BEND WITH 314" TAP
FOR DISINFECTANT WATER
SUPPLY
GATE VALVE FIF (OPTIONAL)
NOTE! THIS VALVE WILL BE
CLOSED DURING
DISINFECTANT INJECTION
AND MUST BE OPEN DURING
PRESSURE TEST,
FLANGE ADAPTOR COUPLING
F41 DI siNFE INJECTION
AND PRESSU
PLAIN-ENCSECTION
OR PE/PE_RE=ER
COUPLING OR
WATER MAIN
SIZE
MIN, BACKFLQW
DEVICE $IZE
MIN, END QF LINE
BLOWOFF
6" OR 8'
2"
2"
12"
4"
2.5
16"
6"
4"
24"
8"
6"
BACKFLOW PREVENTOR
SAC BY-PASS CONNECTION FOR
WATER AND SEWER AUTHORITY FILLING NEW WATER MAINS
EVISION DATE RY CHKD OF CAmRAus COUNTY
NO. FILE W2.0 8/06
DATE:
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DRAWN BY ,IRA
CHECKED BY: AC
DATE: 08/05/2022
PROJECT NO.: 03003.003
REF. NO.: -
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