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Note: 2. PLACE ADHESIVE INTO EACH HOLE TO DEVELOP 125% OF THE YIELD STRENGTH OF

This drawing is dimensioned in THE BOLT OR STUD.
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CLASS "AA" CONCRETE I 13mm JOINT
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(A) 66 1 65
BARRIER SECTION NO. 1
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--1-- ?I
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M18 BAR EYE I - 7 t?M1S BAR EYE
CONNECTION 1 I CONNECTION
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I 35 MPm GROUT
880 ' I 50mm RAD.
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- ASSEMBLY 940mmt
------
EYE
NOTE:
SEE SHEET S FOR DETAILS OF
CONNECTOR PIN ASSEMBLIES.
JOINT VIEW ELEVATION
Note:
This drawing is dimensioned in
HEET 8 OF B millimeters unless otherwise
8$j depicted within the drawing.
PIN,
ETAILS.
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This drawing is dimensioned in
millimeters unless otherwise
depicted within the drawing.
Height of Number of
Backwall Fabric Layers
1400-1750 3
1760-2200 4
2210-2650 5
2880-3100 6
3110-3550 7
Note: Cored Slab Structures
Require 2 Fabric Layers.
Length of Bridge End Bent Inside Wingwalls
If Bridge Skew is Less Than or Equal to 90°:
(Roadway Width + 2140mm) a Die. Between Wingwalls
Sin (Bridge Skew Angle)
If Bridge Skew is Greater Than 90°:
(Roadway Width + 2140mm) - Die. Between Wingwalle
Coo (Bridge Skew Angle - 90°)
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F H O BUILD THIS PORTION OF DRIVEWAY PAVEMENT H 5 0 U
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L AREA -- -- -- r - - _ - -- I g? SAW CUT 50em DEEP JOINT AT THE POINT OF TIE-IN.
?- > SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
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4 **PERMISSIBLE CONSTRUCTION _ LOI.
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-I
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TOP OF CURB BUILD THIS PORTION OF DRIVEWAY ME
PAV ENT N? LY AT LOCATIONS
WHEN DIRECTED.
SECTION B-B
SECTION A-A
GENERAL NOTES:
Note: **NO CONSTRUCTION JOINT WILL BE PERMITTED IF FORMS
This drawing is dimensioned in ARE USED TO CAST DRIVEWAY. SLIP FORMING OF CURB
HEET 1 OF 2 millimeters unless otherwise AND GUTTER PERMITS THE USE OF CONSTRUCTION JOINT. SHEET 1 OF 2
848DO3 depicted within the drawing. 848DO3
0M 0
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ROADWAY PAVEMENT 4b - -
Note: •
This drawing is dimensioned in
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2.4m OR LESS 0.80m +8+b 1.85m +2b"
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SECTION A-A
ISOMETRIC VIEW _
SIDEWALK
PLAN MMAY SYMBOL PLAN BYYBOL 1 Q
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CCFFF R MAY EXTEND OUTSIDE THE RETURN.
Z 1 1 CURB CUT FOR FOR PROPOSED I IL
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W D 2. THE RAMP HAY BE YELLOW IN DOLOR OR ANY COLOR WITH A 704 CONTRAST RATIO. - °S H
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DETECTABLE WARNING DOMES B - DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.824) SLOPE.
Note: BACK OF SIDEWALK DROP REWIRED FOR ALL PLAN VIEW
DEWALK OF SLOPES.
This drawin is dimensioned in SICK
g •• BACK OF BIOEWALK DROP REQUIRED FOR OWL RAMPS
HEET 7 OF a millimeters unless otherwise SIDEWALK SLOPES 0.04. ANY RADII SHEET 7 OF 4
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1. DETECTABLE WARNING DOMES SHALL COVER 600m LENGTH AND
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2. THE RAMP MAY BE YELLOW IN COLOR OR ANY COLOR WITH
A 704 CONTRAST RATIO.
RAMP WKnH -- AREA 13 .'
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40 nl
TECTABLE WARNING DOMES
Note:
This drawing is dimensioned in
millimeters unless otherwise
depicted within the drawing.
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SIDEWALK PROPOSED
0!T[CTAHL JC_J-D_I?ED-G_/
L PLAN VIEW
DIAGONAL RAMP
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SECTION A-A
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C O DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS. V
-I PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS W J U
DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR O W
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z RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES V W
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Note: PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS
This drawing is dimensioned in ""-""---"--"'"
HEET 3 OF a millimeters unless otherwise PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADIX ........... ANY SHEET 3 OF 4
848005 depicted within the drawing. 848D05
v m NOTES: O N
< 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK. ">-

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2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
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r O -fir- 3. NORTH CAROLINA GENERAL STATUTE 138-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE Li J IL r
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rm? z -4 = PROCEDURES TRAFFIC OPERATIONS, REPAIRS CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1 1973 SHALL
PROVIDE WHiELCHAiR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND 8I6EWALK9 ARE 00 y =
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? IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION W
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O AFTER JULY 1,1978 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. cc 0 H
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D D THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS j
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N PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL 0_ H
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4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS ETC. AFFECT PLACEMENT. WHERE
4
E RAMPS. PLACE DUAL RAMPS
TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 800mm OF FULL HEIGHT CURB BETWEEN T
AS NEAR PERPENDICULAR Tb THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. METERS.)
8. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. METERS.)
7. SUCH PRICES AND PAYMENTS I8 CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS
M NECESSARY TO SATISFACTORILY COMPLETE THE WORK. LL
8. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. H

M 0 9. CONSTRUCT WHEELCHAIR RAMPS 1.Om OR GREATER FOR DUAL RAMPS.
C n ? 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE. c s
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ao WITH ALLOWANCE OF A 1.Om CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) U

z 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES 90 THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN
FLARED SIDES 80 800
OF FULL HEIGHT CURB FALLS WITHIN
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15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES WHERE IT I9 IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE PARALLEL TO THE INTERSECTING ROADWAY.
18. TERMINATE PARKING A MINIMUM OF B.Om BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
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A C A r C i Z C C C i A :o i A A Z C Z C - - LOCATION (LT, RT, OR CLp .°1
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SLOPE CRITICAL

w ? A
CLASS IV 4

CLASS IV

cuss IV

CLAN IV

a SI CLASS IV

f3 S CLAN IV
1.6
n : 1.82
1.32
EESS
1.32 $

tat ?

2.01
m
270mm 510E DRAIN PIPE I?
m
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1
r f R.C.P.
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- PER EACH p THRU 1.3W QUANI1
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?
y

st 1.8 rHRU ].oo

s STRUCTURES

'TOTAL MEIER$ FOR PAY y
?
A?
y
8 2.00 AND ABOVE 0 aUAA1.TY SHACLL SEE COL. I
C.B. SM. 68.01 OR M. 90.02 M
O

p O
D.1. STD. 60.18 OR STD. N0.18
D.I. FRAME AND ORATE ETD. WAS J /V
M.D.I. TYPE'A' STD. 00.17 OR 90.28
- M.D.I.TYPE'B'STD.0 WAS OR 00.27
M.D.I. TYPE V' STD. 80.10 OR Wn

M.D.I. FRAME WITH ORATE ETD. $0.20 N
M.D.I. FRAN WITH Two ORATES M. 90.20 O
M.D.I. FRAME WAIN GRATE STD. 00.22 rl
MA.I. FRAME WITH TWO GRATES M. 90.32 V,
T.B.O.I. M. 800.35 OR 50.28 ? a
T.B.D.I. FRAME WITH TWO ORATES STD. 60.37
J.B. STD. 580.31 OR 90.32
T.B.J.B. STD. 60.9
M.H. RD. 60.51 OR 80.02
M.H. FRAME AND COVER BID. 889 M?
O.T.C.B. STD. 0 MIX OR 90.02
B.D.O. E1D. E0.10
B.D.O. S1D. 00.11
SPISNG BOX SM. NOAH
TEE RINR
ISO PVC
278 E 275 E 278 CONC TEE

CORR. STEEL ELBOWS NO. E SIZE
CONC. COLLARS CL -B' M3 STD. 00.72
CONC. E BRICK PPE PLUG, M3 STD. 80.71
PIPE REMOVAL (BETERt(
2
A Z
A
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RAL-R89

r r c p s B: c B: s c .- r s c c r c c z r c r r LOCATION (LT, RT. OR CLy
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d r g 8 A INVERT ELEVATION
8 K! 8 S:
21
®
ELEVATION
INVERT
SLOPE CRITICAL

? S4
0 Y' ffi M N N
8 f4 g
CLASS N g

ClAtt N

CLASS IV

CLASS IV

CLASS IV
A
CLASS N
1.09
,.81
1.63
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2.01

2.01
m
77&m WE DRAIN PIPE
Won $IDE DRAM PIPE
ZOOM SIDE DRAIM PIPE
w R.C.P.
C.B.P.

l PER EACH IS THRII 1.60 FOR R DRAINAGE
3 1.6 THRU 400 STRUCTURES
-TOTAL METERS FOR PAY A?

14
100 AND ABOVE m QUANTITY SHALL BE COL
W+111 .6 X COL'Bj lSi

W
C.B. STD. 84.010R STO. 810.07 O O
m

r.B
D.I. STD. 80.11 OR SM. WAS N
b
D.I. FRAME AND ORATE STD. $0.16 r?
?yy
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`?,
Y.D.1. TYPE'e' STD. WAS OR 810.27 ? 681 \ J
M.D.I. TYPE 9' STD. 80.10 OR 64.20 4
M.D.I. FRAME WITH ORATE STD. 64.2
M.D.I. FRAME WITH TWO ORATES STD. 84.2 A
M.D.I. FRAME WITH ORATE STD. 84.27 a to
M.D.I. FRAME WITH TWO ORATES SM. 80.27 Rp 8"0
T.11.01 BID. 54.70 OR 84.96 cc
>
T.B.D.L FRAME WITH TWO ORATES STD. 84.61
1B. STD. 80.7+ OR 010.62
T.B.J.B. STD. SHIN
M.H. STD. 64.51 OR 80.67
M.H. FRAME AND COVER STD. 80.54
O.T.C.B. SM. 80.01 OR 510.05
e.O.O. STD. 680.10
e.D.o. STD. 80.+1
SPI IN0 BOX SM. W.41
To Omit
150 PVC
770 [ 776 1375 CONC TEE

CORR. STEEL ELBOWS NO. M 817E
CONC. COLLARS CL -0- MS M, 80.72
CONC. B BRICK PIPE PLUQ MS M.

PIPE REMOVAL (METERS) $

RAL-R69
r r r r g a j g
C A C mi x r r A MI X W I M A r = r A r r A A A M I M A A A A A C ! r LOCATION )LT, R1, OR CLr K i
f 9, t t C & a S It .41 t fl a a 18 w w w tl m W. w m ,K FROM STRUCTURE NO.
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TOP ELEVATION

?
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63 ,
8 p1
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61
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? INVERT ELEVATION
t
INVERT ELEVATION 6
SLOPE CRITICAL

w W
N 4
CLASS IV
m
CLASS IV

cuss IV

CLASS IV

CLASS IV

CLASS IV
,.87
N 11.67
to y
1.0 $ g
a
s ?
2.61

2.01
m
378mm SIDE DRAIN PIPE
00mm SIDE DRAIN PIPE
loom am DRAIN PIPE

R.C.P.
F m
C.&P. I?A

a PER EACH P THRU 1.00) OUANIINA
FOR DRAINAGE
RUCTURES V*
v y
1.61NRU 7.00 1 ST
'TOTAL METERS FOR PAY (/
^ it
7.64 AND ABOVE a QUANTITY WML BE COL.
IN +(1.8 X COL.21
C.B. Sm.. $4.01 OR Sm. 810.02 I?
M
001 O

m
D.I. Sm. N&11 OR tiD. 610.16 b 6.06 0
? J /Y
0.1. FRAME AND ORATE Sm. 610.18
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q

0.0.1. TYPE'S' SiD. 60.,1 OR 610.27 /
^?
N M, A
M.D.I. TYPE 9' Sm. 60.1908640 .28 0
M.W. FRAME NTH ORATE Sm. 84 20
M.D.I. FRAME VATH TWO ORATES M. 610.20
M.D.I. FRAME VATH ORATE Sm. 810.22 r6
MIDI FRAME VAIN TWO ORATES Sm. 80.22 ,A
GA
T.B.D.I. M. 610.76 OR 810.x6 CC
T.B.D.I. FRAME VATH TWO ORATES STD. 610.11
J.B. M. 640.71 OR 610.12
T.B.JA. Sm. 640.64
M.H. SM. 80.61 OR W.U
AIM. FRAN AND COVER SM. W.64
O.T.C.B. M. 80.64 OR $0.06
B.D.O. tm. $0.10
8.0.0.8m. 6110.111
6PaNG Box STD. 6x.11
TES RISER
160 PVC
5762 716:716 COW TEE

CORR. STEEL ELBOWS W. S 612E
CONC. COLLARS CL *S" M3 STO. 610.72
CONC. 6 BRICK PIPE PLUG, M3 Sm. 80.11
f$ r+ ti 'w PIPE REMOVAL (ME7ERa)

RAL-R69

:O A A r r A r A A A r Z i A A A r A A A A :O :9 i i A A A A A A A A A C i A A A LOCATION (LT, RT, OR CL)'
18 E EB i6 i HI SC z >A fA z 7 tD a a 9 6 m ! as b b L L b FROM
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7s
yt
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a
SS
b
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b TO .

61 LLyy
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ie
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e
a
9
X TOP ELEVATION
yy
N INVERT ELEVATION
d 8 P {!
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SLOPE CRITICAL
y
i

81
e
&
p
o f
t
ui
EN
CLASS IV
N
cualrv ?

CLASS IV

s CLASS IV
A
CLUB IV
p
i
CLASS IV
1.6
PJ 8 1.M 3
1.6
1,M ly
? O
201 ? q?yq
?y phi
1
B
1
S
g
fn 201 .O
l b
m
770m6 SIDE DRAIN PIPE
18BVB ON DRAIN PIPE
110emm SIDE DRAIN PIPE
IMP.
C.B.P. ? s
?, - PER EACH III THRU 1.00)
I
WAMnEt
FORDRAINAOE
VI
v ?
y y

teTHRUaoo
STRUCTURES

'TOTAL METERS FOR PAY
a
V
9.00 AND ABOVE m QUANTITY SHALL BE COL. fi"1? M??11
C.B. SOD. $0.01 OR BID. M0.07 O O
`, F
m L O
j?
T Q O
? 1111
D.LB7D. 90.140RBm.M0.16 ?y yyyy
b - J /V
D.I. FRAME AND GRATE Bro. WAS ?
/??y ByS
KMI. TYPE' A' STD. MIT OR M26 rr
__
v! S
m
l W
- KD.I. TYPE'9• BTD. M0.18 OR 110.77 /
?
1n A
KD.L TYPE D' STD. IMAS OR 510.75 x
Y.D.I. FRAME WITH ORATE STD. 80.70 8
M.D.I. FRAME WITH TWO ORATES STD. 80.70
M.D.I. FRAME WITH GRATE STD. 110.n ` -
M.D.I. FRAYS WITH TWO ORATES STD. 11410A
VI L.y
T.B.D.I. M. 60.36 OR M0.71
T.B.D.I. FRAME WITH TWO ORATES STD. 80.77
J.B. STD. MO.N OR N0.87
T.B.J.B. STD. M0.$
Y.H. SOD. 81.61 OR 60.67
M.H. FRAME AND COVER SM.110.5 ?
O.T.C.B. STD. M.04 OR 110.00
B.D.O. STD. 100.10
B.D.G. M. 100.11
SPRING BOX STD. BRIM
TEERISER 900 7( 100 X 900 7.1 _-Tint
r 18O1M C•S. PIP[ I.L3 MM THICK
(

CORK STEEL ELBOWS NO. B BITE
CONC. COLLARS CL -0- M'STD. 110.77
CONC. B BRICK PIPE PLUG, M, STD. $0.71
PIPE REMOVAL (METERS)
N
f
ITAI .RMB
p
M 1R SF SF 1F St 5i ? a ? ? ? ? i = ?1 ?I ?1 ?1 fA M E?I 1? x ? U N ? _ ? _ ? ? ? ?
K K = c p A A p r r' A p p A p p p .A p p r r p w i m m p x L C A p r LOCATION (LT, RT, OR CLr
8 8 9 9 Y 8 St 5L bt 8 8 S s s IB MI S a A 8 m n 81 81 9 9 m IR P Y Ei e e g 8 >e IB ? L$ FROM
STRUCTURE NO.
t? 8
u
l 9 R > P 4 8 8 8 181 LS R k ST To

!n '
Ss :
'= nnt1
yl
a s
s >
le i

is LLyy
ul
s u?

a n LNy
d
is

s p

``?J (a

Sbii ;l P d

a TOP ELEVATION
'?
?
ffi r
m
?
?
?p
y? d
? y
y7
>
s >
a y
P?
a ??OI
p?
F?T3 pp?1
la
BB
11 {py1
{s
>
? pp?I
p
BDSS ym
Ct
m ppt?
Sf
fR Ley1
.7
? INVERT ELEVATION
k

74
SR
>8 !
??
R
>4
A
IR
1k
fA ?tlO
a
6t ?
y
LA
EI ?1
8 pp
??
''33
44 p
t?
YJ
bl
J INVERT ELEVATION 6
x x x x SLOPE CRITICAL

? ? ffi N t; ? m N a N w
>s >N g
CLASS IV
g
s ? a !
b CLASS IV
g
CLASS IV

CLASS IV y

CLASS IV

CLASS IV
1.51

H 1.67 g h
1.0
g
1.0

2.01
b
2.01 ?
W
175mm BIOE DRAIN PIPE
40m SIDE DRAIN PIPE
600mm WE DRAIN PIPE
R.C.P. g
,A
h
PER EACH N THRV 1.00) WARMS r
-
rJ 1?
N 1.5 THIIU 500 s STRUCTURES
'TOTAL NETERB FOR PAY y ?r 1?/

7,00 ANO ABOVE
m
QUANTITY SHALL BE COL
W-(1AX COL'E'( ` J

.E6
C.B, tm. 610.0108 Sm. 610.02 '? O
1V
m ?

D.I. tiD. 80.11 OR Bm. 610.16
D.I. FRAME AND ORATE 570. M0.16 ?}I
r?
^
M.D.I. TYPE •A• Sm. 611.17 OR IN X _
`?,
h
l
I2OJ.TYPEro'Sm.M6.16OR6M.n A
/
?
? 6" A
1LD.L True ro• 1m.11o.u oa ew75 p ?j
M.D.I. FRAME WITH ORATE BM. 51070 8
MLD.L FRAME WITH TWO GRATES Sm.110.20
O
M.D.I. FRAME WITH ORATE SM. 8072
M.D.I. FRAME WITH TWO GRATES STD. 8072 Aft CA
T.&D.1. tTD. 80.70 OR 6p.76
Y.&D.I. FRAME WITH TWO GRATE$ Sm.110.27
J.& tm. 80.N OR 110.72
T.B.J.B. STD. 81.8
M.N. tm. 80.51Olt 140.07
M.N. FRAME AND COVER Sm. 610.8
O.T.C.B. Sm. 80.8 08610.05
B.D.O, tm. 650.10
&D.O. Sm. 550.11
SPRING BOX Sm. 80.41
TEE RISER
160 PVC

CORR. iTEEL ELBOVIS NO. a BILE
CONC. COLLARS CL'B• M'Sm. 80.72
8 8 CONC. 5 BRICK PIPE PLUG, M3 Sm. 80.71
PIPE REMOVAL (METERS)

S

8

8

8

8

8 Q
'B
? y?
iS
Z
>a
i
Z
?' o

RAL-R0

Z A A C r r p p p A i t r p r p p p ! ! _ K x A A ! A p r m ix x p A A A r LOCATION (LT, FIT, OR CL)'
? ss s"a 5 5 ?t a? a a ? d cJ a a ? e"t m L? u a'I a's 'r i; a >a FROM
STRUCTURE NO.
2d 5 Ct d Y TO
Cat
}B }B 8 I9 q g 13 TOP ELEVATION

9I

?l

3g

Y i
L

gl w

?I

al ,a?

S a

Y

6 u?

bi r?

iSYY tl

BI

iii993 i

B INVERT ELEVATION

!4
L 7
??
F9
bI
a
bi
? ? ? ,uq
6 ?
SI ?
8 ?
bS ?
Y ? ?j
bl ?
!9 ?
Yi `?
Z3 ?
k? INVERT ELEVATION
x x SLOPE CRITICAL
i

d d W. 0;
19

N ?
.n AR
S
:t CLASS IV

CLASS IV ?
y
CLASS IV

CLASS IV
IJ
?
CLASS IV
d
E
CLASS IV
i.u
a is ,.u h

1.63

101

g m
V&M SIDE DRAIN PIPE
00M SIDE DRAIN PIPE
v
ice!
C
000000 SIDE DRAIN PIPE IV
7

' PER EACH N THRU 1.00) QUAWiNA
fOR DRAINAGE N
v

!9
{g
1.0 TNRU 9.00 STMICTUREB

'TOTAL METERS FOR PAY

F3
E?
9.00 AND ABOVE
a
CNANTh f%AW BE COL \^] ?y

\^J
C.B. STD. 04.01 OR 010.000.07 ?
O

., b 0 0
DJ. Sm. 010.10OR Sm. "AO
D.I. FRAME AND ORATE M. WAS
MDJ. TYPE ''M 010.17 OR $0-Ml
MD.I.TYPEro• STO.".18ORM.27 M, A
MD.L TYPE V STD. 810.10 OR W-Ml C,
N.D.I. FRAME,WTH ORATE Bro. 010.70
M.D.I. FRAME WITH TWO GRATES SM. W.20
M D.L FRAME WITH GRATE STD. W.n rl
M.D.I. FRAME MOTH TWO GRATES STD. 00.22 1
fGo V, {
yyj

T.B.D.LBro.810,SOOR80.98 i
i
T.B.D.I. FRAME WITH TWO GRATIS SM. 80A7
J.B. STD. 010.31OR 310.92
TD.J.S. SM, 010.91
M.X. STD. 0W.01 OR 00.07
M.H. FRAME AM COVER M. 00.01
O.T.C.B. ST0.10.94 OR 00.00
B.D.O. STD. 000.10
B.D.O. Sro. 000.11
SPRING Box STD. 00.11
TEE RISER
100 PVC

l COFJL MEL ELBOMA NO. A SIZE
CONC, COLLARS CL •B• MI STD. 010.72
g g CONC. A BRICK PIPE PLUG, M/ STD. 010.71
N ti N N P. PIPE REMOVAL PETERS)
N 8 8 8 8
4
RAL-R89
yy

in y?
& y_?
8 cY
?
? <?Y`
? ?yS
A
x 1!
? `$
?
'? ?'
F? f_tn'
tH
? y_??
8 ?`l
? tS
u'1
u7 ?Y
FS ?_y
B y_
f9 t
Lv ??+
f5 c`{
f? o
? S
?
?
$ r_
? r
? ._
? r
?
x g l >
? p?1
34
r A A A r A A A A JO :U D A A P A A [ C A A C C :O :U .u C C C C A A A A LOCATION (LT, RT, OR CL)'
a a f :x a a A L i N3 s e a g g a s bt g a al g bt bt Y Y w w a Id FROM
STRUCTURE NO

y
g
L
Q
ht
g
g
g
g
g
bt
W
k!
TO .

g

13

?

f9

i

?

$

$

b{

8

IS

9

LT pp11
a
tic

is

b

1f
TOP ELEVATION

f8
ffi
?
;I
${ Ts
3 QI
® {?
pc
9
?'
$S qu
59
i
9
:
a
8t F+
f
3
8
=
?
8
>
$ INVERT ELEVATION

Zd
)9
!?
!N
p3
>$
[
?I 7
9 I?
f9 1
?
IN
a {
?
S9
a
s
s p
?
a 1
?
a INVERT ELEVATION
SLOPE CRITICAL
e a ?
g
g

CLASS IV g
WW
1p N ?
CLASS IV
R7 171
CLAD IV

CLASS IV
op
CLASS IV

CLASS IV

N Lu g
1.68 g C/j
IA6 g y

201

2oI
w
M
178860 SIDE DRAIN PIPE
410mm SIDE DRAIN PIPE
00- SIDE DRAIN Pre
R.C.P.

- C.S.P.
PER EACH (o THRU 1.88) gUAM7
FORDRAINA NAOE
Y'
v? y

1.8 THRUfM
I BTRUCIURES

'TOTAL MITERS FOR PAY Ifs
1/
1.80 AND ABOVE m QUANTITY SHALL BE COL
'A' ? (1.11( COL.'B? F??11
Q& ero. 80.010 R Bro. 6o.u ?

m O ?
„ G
GA. SM. W.14 OR SM.SWAS b O
D.L FRAME AND ORATE fro. WAS ? S??yS yM
RDA. TYPE W STD. 810.17 OR 6051 ? F
ml W
M.D.I. TYPE'S' SM. 60.18 OR 81057 ^
y
A
RDA. TYPE'D' STD. 60.19 OR W.21 ???
yyy
M.D.I. FRAME VATH ORATE SM. 810.2
M.D.I. FRAME WITH TWO ORATES 81D. 60.2 O
RDA. FRAME WITH ORATE SM. 60.11 Fa r)
M.DJ. FRAME VATH TWO ORATES STD. SW52 /VEAL py
T.B.D.I. SM. 60.18 OR 810.18
T.&D.1. FRAME WITH TWO ORATES STD. SW.17
J.B, SM. 60.11 OR 60.12
TA.JA. STD. $0.34
M.H. Bro.1M.81 OR 60.81
M.H. FRAM! AND COVER SM. 6I0.6
?
O.T.C.S. fro. 60.608 60AS
B.D.O. Bro. WAS
B.D.O. fro. 880.11
SPRING Box fro. 60A1
TEE RISER
ISO PVC

CORP. STEEL ELBOWS NO. A SITE
CONC. COLLARS CL. "W MT Bro. 81012
CONC. L BRICK PIPE PLUG, M7 SM. SR71
PIPE REMOVAL (DETERS)

Z
? -1 F
Q s
me ? m}p? g? ? S
p
{N??QjI
RAI HBS

A A ; A A A A r L t A A LOCATION (LT, RT, OR CW
fA S: Y K) K! l9 A FROM
STRUCTURE NO.
? ? ? ? OS ? TO
p, S bl !9 14 8 bl TOP ELEVATION
!2
Pms # p

F63 p

88 {{??
p
i8
9 INVERT ELEVATION
? g INVERT ELEVATION
SLOPE CRITICAL

6 ? G M 91 N ?
Q
CIAM IV

CLASS IV

CLAM IV

CLASS IV
r
CLASSN y

CLASS N
1.M
p (i i 1.$4 h
1.61
1.83

2.01 g

201

1161m1 SIDE DRAIN m
481m8 SIDE ORAIN PIPE v
800aw SURE DRAIN PIPE
R.C.P.
? .
?
U U U C.S.P. ? ?
PER EACH (4 THRU 1.50) QUAMTIES
FORDRAINAGE
TRU
TURES Y?
v y
lye 1.5 THRU 5.00 s S
C
'TOTAL METERS FOR PAY 1/
^ it H
7.01 AND ABO
w QUANTITY SHL8E COL
V1 ? (1.1 X COL'E')
CA'UM $40.0, OR STD. 110.02 O M
m
g O y
o
I Z

DL ITO.111.fI1)R SID. 610.,6 I O ??D
? ? /V_
D.L FRAME AND ORATE I1D.IM1.f1 ? y0
M.D.I.7YPE'A' STD. $4O ti OR $40.28
M.D.I. TYPE 7' ITO. W.11 O11$4OIi ~ elm A
ROL TYPE' STD. 810.11 OR $0.26
M.D.I. FRAME WITH ORATE STD. San
RO.L FRAME WITH TWO GRATH SM. $40.20
M.D.I. FRAME WITH ORATE STD. W22 y `"1
6
Y
M.D.I. FRAME WITH TWO ORATES STD. ISOM rr
ww
Q,O VI
T.B.DJ. STD. IM.16 OR IM.71
T.1.01 FRAME WITH TWO ORATES STD. $40.71
J.& STD. $40.71 OR 610.72
T.B.J.B. STD. 110.70
RK STD. 810.61 OIL $40.67
M.H FRAME AND COVER BID. 60.54
O.T.CA. STD. 810.01 OR WAS
B.D.O.8M. W.10
B.D.O. STD. 1$4.11
SPRING BOX SID. 80.41
TEE RIMR
ISO PVC

CORP. SM ELBOWS R0. a SIZE
CONC. COLLARS CL 'B' M'STD. $0.72
C. a mm PIPE PLUG, 60 STD. 610.71
A; k' N PIPE REMOVAL (METERS(

t

t

N

? '

O
F

RAL-R89

N $1$i tm _m _m _m _m _yn ?y?+i m ?i N ya_? ?. m m _m a m m y? 8 w ?_m+ ym_ 2, n
A A ! = A A A A r r A A r A A A A A A A A r LOCATION (LT, RT, OR CL)'
r fy ry ?y a' E 8 ffi 8 & & 84 81 $ $ 8 8 R M9 FROM STRUCTURE NO.
4 =a $ >$ 9 T El TO
f3 >3 &
Stl RI pe
9t RI Pn
8{ 8 8 g TOP ELEVATION
8 8 g 8 INVERT ELEVATION
INVERTELEVATION
T SLOPE CRITICAL

,42 ?' N N 8 ul

CLASS IV
m
CLASS IV
fyi I?.
CLASS IV

CLASS IV

CLASS W

CLASS IV
1.0
@y@y
1.09
1.09 Q

E
l
2.01 a n

2.01
m
Vomm SIDE DRAIN PIPE
100mn SIDE DRAIN PIPE
600no SSE DRAIN PIPE
?
i
C.S.P. I S@
i
N -- PER EACH IS THRU 1.00) QUANITIES
FOR DRAINAGE
v
G
- b1 10 THRU 5.00 - STRUCTURES
'TOTAL METERS FOR PAY
7A0 AND ABOVE m QUANTITY SHALL BE COL
'A' • (1.9 X COL.1j
C.B. SM. 80.91 OR SM. $40.02 IV O O
?J 1
m !q A ?

m °?
D.I. Bro. $40.14 oR SM. "As
b
D.I. FRAYS AND GRATE Bro. 040.10 r?
??y1 M?}1
M.D.I. TYPE W STD. $0.17 OR $40.26 _
A.M. TYPE'S' STD. ON.19 OR SOM 1 M, A
M.OA TYPE ro' STO. 80.1E OR 80.2B
0
M.D.I. FRAME WITH GRATE STD. 80.20 O

M.DA FRAME WITH TWO ORATES 1170. W.20 11??
M.D.I. FRAME WITH GRA7E SAD . 046.22 4
mm. FRAME WITH TWO GRATES Oro. 010.22 1
V,
T.B.O.I. STD. WAS OR 80.96
T.B.D.I. FRAME MOTH TWO GRATES STD. 040.97 j?
J.B. Sm. $40.61 ON 610.92
T.B.J.B. STD. 80.94
M.H. BTD. $40.01 OR 040.09
M.M. FRAME AND COVER STO. 60.64
O.T.C.S. STD. 80.04 OR WAS
&D.O. sm. 650.10
&D.O. SM. SHIM
SPRING BOX STD. 80.41
TEE RISER
190 PVC

CORR. STEEL ELBOWS NO. A SIZE
S CONC. COLLARS CL. "S" M' Sm. 010.72
Si 8 8 CONC. 0 BRICK PPE PLUO, M1 STD. 80.71

E3
d
PIPE REMOVAL (METERS)
F
PI
Y $
$
R11

Z
?
2
F ¢o
P.
? ? 7f Q
T
i
1111911
1
RALR•41
_1
? ?
? ?
? 2tf
to !?
fC ?
? 2f
? 2f
? 25
? 2f
f? 2S
? 25
? 2Yl'
8 2fS
9 2Y1'
8 2f
? ,'n
`y ,'n
tik 'u
? ?o
? o
? ?YYu
Y? PPe
a Iq
>3t 'dPd
S mPP
P3 aPP?
S n m ? ?Cr
& ?
Ze m
? ,.,
?b .nPP
z8 aYY
A .w
i? ,i,
r? ,:
? m
? ?
S: p
? ? ? Q
E3yiJ
z v v v v ?- n v v v z v v v v v u u u u LOCATION (LT, FIT, OR CL)'
o'I of " ry 7 c7 9 ffi f$ 83 & >A ?' YJ 8 >$ fll 8l °i `g Rl 8t Y A tB A FROM
STRUCTURE NO.
i? °?i ffi 83 t9 TO

?
it
is
s
e ?J
a ?J
s
is ?E
is
m DE
ss ?J
El.
0. i

a TOP ELEVATION
'uy' ,? n aJ INVERT ELEVATION t
'B, p P E jR INVERTELEVATION
SLOPE CRITICAL

S, fA a

Cuss W $
re ?
cuss IV

CLASS IV

CLASS IV
or
Cuss N

Cuss IV

1.61 h
1.61
1.63

201

201

44
N
a
N
N
375mm SIDE DRAI m
N PIPE
v
461mm SIDE DRAIN PIPE
`
600mm BIDE DRAIN PIPE IV
J
R.C.P. p ?
PER EACH (0 THRU 1.50) OUAMT
FOR DRAINA NAGE '-

S9
}?,
B
9
0
NI
w
1.! THRU 3.00
3• STRUCTURES

'TOTAL METERS FOR PAY

g
J.00 AND ABOVE m QUANTITY SHALL BE COL.
'A' 4 (1.3 X COL'E') CR'?
C.B. STD. 50.01 OR 470.610.02 ? O O
t p

0.1. SM. W.14 OR SM. $0.15

D.I. FRAME AND GRATE STD. WAS
/6P

^
M.0.1. TYPE'A' STD. 80.17 OR 80.28 ?+J /
6/•???
M.D.I. TYPE'B' STD. $40.180R 610.27 yI l I
M.D.I. TYPE'D' STD. WAS OR 40.26 ?
M.D.I. FRAME WITH ORATE SM. 40.20
M.D.I. FRAME WITH TWO ORATES STD. 80.20
O
M.D.L FRAME WITH GRATE STD. 80.22
M.D.I. FRAME WITH TWO ORATES STD. 80.22 VI y
T.B.O.I. STD. 80.1! OR 40.36
T.B.O.I. FRAME WITH TWO GRATES STO. W.37
J.B. STD. 80.310R 80.32
T.B.J.B. STD. 80.34
M.H. STD. 80.61 OR 80.63
M.H. FRAME AND COVER STD. 80.8
O.T.C.B. 470. 80.04 OR 610.05
B.D.O. STD. 850.10
B.D.O. STD. aW.tt
SPRING BOX STD. 80.41
TEE RISER
ISO PVC

CONVERT EXISTING DRAINAGE BOX TO CATCH BASIN

CORR. STEEL ELBOWS NO. S SIZE
CONC. COLLARS CL.'B' M3 SID. 840.72
CONC. S BRICK PIPE PLUG, M3 SM. 80.71
a ?.+ PIPE REMOVAL (METERS) $
0 8 ? ? g ? g s ? ? ? 8 9 8 ?
- LJ

RAL-R-/1

? p c c ; s r s r r A A r r LOCATION (LT, RT, OR CL)'
p
2
S p
t
S ^`) d d d
=t
;3
E3
Qj
FROM

STRUCTURE NO.

W
8
8
£d
9
8 TOP ELEVATION
g $ Y3 8 8 INVERT ELEVATION

?
? ??11
Ps
Bt
P3
f3
P3 X
11
Gs
!g
8 INVERT ELEVATION
SLOPE CRITICAL

CLASS IV

CLUB IV

CLASS IV

CLUB IV IS
g ?
CLASS IV
g=
II
gv=g
C

CLASS IV
1,63 I

N
1.68 ?
L
1.0
>; .d 1.0
0
2.01

xo1 I
m ?
776mm BIDE DRAIN PIPE
400M BIDE DRAIN PIPE v
600cm BIDE DRAIN PIPE
0.C. P. F
.
C.B.P.
PER EACH (0 THRU 1.00) QUANITIES
FOR DRAINAGE VI

v
b

e
-'
N

?
1.0 TNRU 100
> STRUCTURES

'TOTAL METERS FOR PAY w
tv
y
H

3.00 AND ABOVE
m
QUANTITY &HA L BE COL. ^
` J ,A
C.B. STD. 60.01 OR SM. 60.02 O 11
]]?? 1
O 0

DA. STD. BM..140R STD. WAS
D.I. FRAME AND ORATE STD. WAS
M.D.I. TYPE "A" STD. 610.17 OR 80.26
M.D.I. TYPE'B"STD. 80.10 OR 60.27 O y/ A
M.D.I. TYPE' D' STD. 60.16 OR O0 L IF+
0M?
M.DA FRAME WITH ORATE STD. 610.20 8
M.D.I. FRAME WITH TWO ORATES STD. 00.20
M.D.I. FRAME WITH ORATE BTO. 00.72 04 r1
M.D.I. FRAME VATH TWO GRATES STD. 80.2 a
V, u
T.S.01 STD. 60.30 OR 6M.36

T.B.D.I. FRAME WITH TWO GRATES STD. 610.77 r
113. STD. 80.71 OR 60.72
T.B.A.B. STD. 60.8
M.H. STD. 80.01 OR 00.03
M.H. FRAME AND COVER STD. 50.04
O.T.C.B. STD. 60.04 OR WAS
B.D.O. STD. 50.10
B.D.O.67O.610.11
SPRING BOX STD. 80.41
TEE RISER
100 PVC

CORR. STEEL ELBOWS 40.6 SIZE
CONC. COLLARS CL. 'B" M3 SM. 00.72
CONC. 6 BRICK PIPE PLUG, M1 STD. 60.71
PIPE REMOVAL (METERS)
r ?. o

RAL-RA1

A A A A A A A A A LOCATION (LT, FIT, OR CLY
9 IN 23 v IQ BI $ e PJ 3 °1 is IS ?l 8 6 al i? Z, ZA FROM
STRUCTURE W.
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'TOTAL METERS FOR PAY A.
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$ $ M.D.I. FRAME WITH TWO ORATES STD. 410.20
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J.B. STD. 60.31 OR 610.32
7.0.J.B. BID. 60.3/
M.H. SAD. 60.61 OR 60.33
M.H. FRAME AND COVER STD. 60.61
O.T.C.B. $M. 60.01 OR 60.06
B.D.O. STD. 660.10
B.D.O.11M. 60.11
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TEERIBER {tOVK9Wx9oom-
$ 160 PVC

COIYERT E%IBTRIO DRAINAGE BOX TO CATCH BASIN

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