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INLET I N LET CIQ Al"R PER
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INLET TYPE 2
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DETAIL OF ANCHOR
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ANt,"HOR
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P 01 N T M `,,--,—r-wolNT P
POINT Q'
A
Pl-AN
N 0 TE',,S
I FLOOR OF BOX SHALL f3E rROWLED SN4,00"I'll.
Z IF' T'llE,' TOE OF SLOPE tS ALLOWED WITHIN THE R/W, lNL,,El' TYPE 1
BE,�`GfNS AT THE 'r0f,' RATHER 'THAN AT THI,,-,-' 1,�/W LLNE,
3, FOR OPEN DITCH (TYPE. 2) THE 600 rnm (24") EXTENSION f3EYOND
THE R/W LINE-, IS NOT' REQU[RED WI-4EN BACK Of" WALK IS 600 rrm (24"')
OR MORE, FROM THE R/W LtNE, HOWEVER, THE PIPE S'HALA, EXIIND
TO TI -IE R/W LINE IN ANY EVENT,
4� TOP OF INLET STRUCTURE (TYPE 'I & 2) S�-IALL F3E f"LL)SH WITH ADJACENT
SURF" ACi-"', WHERE PRACTK,.�AL,
5, A HEADE0 STEEL STUD 16 rnm x 160 rnm WtTfl A 2� rnrn HEAO
(5/8" x 6-3/8-, 1" HEAD) ATTACHEf.) BY A f"'LRA. PENETRATK)N (3011
WELD MAY BE USED AS AN Al-TERNATE AN(3'l-10R,
6, NORMAL, CURB FACE AT POINT M AND Q, FACE IS B -4-- 125 ryvyi (5")
AT POINT N AND P,
7, THE,,, 75 rnm (Y) LEG OF Tilt 16 rnry-� (5/8") DIA ANCHORS SHALt,
BE PARALLEL,, 'TO lliE TOP OF' SIDEWALK.
SLOPE = 2�0%,
9, DIMI.,,NSIONS, SHOWN ON T'HlS PLAN FOR METRIC" AND ENGLI<,3H IJNIT�',; ARE NOT
EXACJI-Y EQUAL VALUES, IF' ME'TRtC UNITS ARE. USE0, ALL, VALUES USfM f -'OR
CONSTRUCTION S.HALL BE METRIC VALUE,S. IF" ENGLISH LJNIT�-,) ARE UISED,
ALL., VALUES USED FOR CONSTRUCTION SHALL BE ENGLJS�rl VALLJES, HOWE,VER,
I "N" k"'I'M 615M, STEEL,
ASTM 615 RE1,'NFORCING STEEL MAY BE SUBSTI'll'UTEI),