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INUT TYPE 2
DETAI(I OF ANCHOR
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SECTION 10
INLET TYPE 1
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1, FLOOR OF BOX SHALL BE TROWLED SMOOTH.
2� IF THIE TOE OF SLOPE IS ALLOWED w," THIN THE R/W, INLET TYPE
BEGINS AT THE TOE RA"THER THAN" AT THE, R/W LINE,
N DITCH (TYFIE 2), THE 600 rn,,rn (24") EXTENSION 8EYOND
,3� FOR OPL
THE R/W LWE IS NOT REQUIRED 0,4EN, BACK Of WALK IS 600 mrri (24")
OR MORE FROM THE R/W LINE; HOVVVEVER, THE PIPE. SHALL EXTEND
TO THE R/W LINE IN ANY EVENT,
4, TOP OF' IN), -r'_ -T STRUCTURE (TYPE I & -4) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD
(5/5' x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6� NORMAL CURB FACE Alp POINT V, AND Q, CURB FACE IS 8 + 125 mm (5"N.
AT POINT N AND P.
7� THE '75 mwn (Y) LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL
BE PARALLEL TO 'THE TOP OF SIDEWAII.I.K.
& SLOPE = 2�0%,
9, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. IF METRIC UNITS ARE LISED, ALL VALUES Us..ED FOR
CONSTRUCTION, SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISIH VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL,
R CM C, TE W ALLS
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ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
5253 Sierra Avenue
Fontana, California 92335
1815 Fax (909) 356-1795
tO�9) 356 -
David S. Ham. -nor, R.C.E. 43976 Date
(expires 6/30/2005)
No
0 MMI: I I
V
Rename: M:\dwg\15916\fina1 design \S)T0RM\ 15916SD09.dwg
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1 THE 0 MIC. 0, S"KAL
HROR]ZONTA ANGLE 0,,F MEP,GENICE OR CON -VER ,E"N L
NOT EX'C',EED 5*45
2, THE REINFORCING STEEL BAR SIZE. SPACING AND r.OVF,,R, OVER THE
M
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
5253 Sierra Avenue
Fontana, California 92335
1815 Fax (909) 356-1795
tO�9) 356 -
David S. Ham. -nor, R.C.E. 43976 Date
(expires 6/30/2005)
No
0 MMI: I I
V
Rename: M:\dwg\15916\fina1 design \S)T0RM\ 15916SD09.dwg