HomeMy WebLinkAbout2412-SIN
0
PARCEL 3
PM 19397
1070-50 FL 15+76.20
1071.35 TC
10 70 FL
17 S.
(10 70.55 FS) 314" LIP
(1070.41 FL)
Sz.
(1070.51 LIP)
t
JOIN EXIST. DWY
-4 '6"F
.-TO 70:4
1. TRANSITION
v
1071.!37
EXI S T. RIW 1071.08 INV
EXIST. R 1071.02 INV
w
I
1071.05 1071.01 INV
1071.05 [-PROPERTY LINE
JOIN EXIST. S`1W
\IQ71,21
71.16 FS) E, IST. RETAINING
WALL TO REMAIN
ru"E TA I L A
SCALE: 1
BEFORE 6
OU D7b9
LW_
DAYS BLFORE
YIG ,
YOU DIG
TOLL FR5E 1-800-227-:2600
107095 INV
(1084.93 TC)
(1084.36 FL)
1084.71 TIC
1084.24 FL
1084.37 FS
(1084.41
REMOW EXIST, CURB
& JOIN EXIST. LOCAL
DEPRESSION
314" LIP ATDWY
1085. 00 Tc
REMOVE EXIST. CURB & 1084� 33 FL
JOIN EXIST. LOCAL DEPRESSION
-DETAIL B_ SCAQ-
SCALE: 1"=5'
E
E
p1m]
S, INCHES
J BAR
SPACING
12" 3UD
7" 24f1
llf (450)
7 °_ U40)
24" j(000)
30' (750 )
7' (24a
7".246
36' (900)
17' (240)
427 (1050)
6' (210)_
.46" 4-2-0-0)
5' (ILO
(13501
E-1/2" (225)
-54"
60' (two)
5" (180)
66" (1656)
4° :160�
72' tlflffi)
3-1 It (120) 1
FOR S = 30" (750 mm) AND LESS, USE 2
ANCHORS. OTHERWSE USE 3 ANCHORS
1 lvoo Mmi-4 L-SATTER
3:12 _-SE NOTE 8
FOR S 48" (1200 mm) AND LESS,
(10 M) 4
j
B = 3' (75 mm)
U -1/2"ed/g* (64514.5)
SE 2
+m
GALVANIZED STEEL ANGLE.
J200 m
150 mm)
CUTTER TO
MATCH
;N
SECT101 A-A
411*
OTHERIMSE, 8 = 4" (100 mm).USE 3-1/2'x5NI/2" EXISTING
art
(!390602.7) GALVANIZED STEEL ANGLE.
4
J BARS ARE #3 (#lOM),
_67-
s
00
mm ). vo
E
E
t
SECTION B-B
1084,56 FS)
DETAIL IC
SCALE: 1"-5'
NOTES
1. FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3• FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
(16 x 160 n-rm, 25 MM HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm)
AT POINT N AND P.
7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.0%.
1084.91 FS �j. K EX I
1084.34 FS S T. RIW
1084.41 FS 1084-99 FS
(1085.13 FS)
.... ....... ..
MEL
. .. . .... ------------------------- --- --- ------- ----
(
1085° 19 FS)
Sj
V, Lu
tn
. . ...............
cf) LL
_j EXIST 16'
W' Lu CD
L
u Lo
co ............. I-z ROLLING GA TE
PROP. RET PROPERTY LINE
.. . ........
WALL, SEE is
Lu
GRADING PLANS
ct
C WELL #46
DETAIL D_
SCALE: 1"=10'
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