HomeMy WebLinkAboutSITE PLAN - 14-00334 - 460 S 2nd W - Alpine Chalet - Electrical Flood DamageEXIST. CAT(
GRATE ELE'
INVERT OU -
CP
4s 00 0. PROPOSED/EXISTING ELEVA TION
MA TCH X
T-0" x T-0" BICYCLE SAFE
GRATE AND FRAME FOR
H-20 LOADING
ASPHALT
PAVING
CONTROL JOINT
(TYPICAL ALL CORNERS)
PLAN
INLET BOX
12" CONCRETE COLLAR
5TH SOUTH
#5 REBAR DOWELED
INTO NEW BOX
PLACE ASPHALT PAVING -
UP TO BASIN AND SAWCUT
ASPHALT TO PLACE
CONCRETE
6" THICK CONCRETE —�
(ALL SIDES) /
AGGREGATE BASE J
PREPARED SUBGRADE —
NOTES:
1. GRATE AND FRAMES SHALL BE HOT -DIPPED GALVANIZED.
2. DOWEL LAPS SHALL BE 24".
3. COAT ALL METAL PARTS WITH ASPHALTUM PAINT.
CONCRETE INVERT
INLET BOX IN ASPHALT WITH 12" CONCRETE COLLAR
1/4" LIP TYPICAL
45HORZ.REBA
AT 10" O.C.
o I MANHOLE STEF
15 U -BARS AT
I 10" O.C.B.W.
FLOWLINE (FL)
3" CLEAR KEYWAY
(TYP.)
SECTION
1/4" THICK GALV. STEEL PLATE
WITH (4) 1/2" DIA. STAINLESS
STEEL BOLTS WITH EXPANSION
SHIELD AND 1/8"STAINLESS
STEEL WASHERS
ORIFICE OPENING SEE
PLAN FOR SIZE
ORIFICE PLATE DETAIL
N
CIS
E
S
20 0 20 40
SCALE: 1"= 20
(SCALE FOR 24"x36" PRINTS ONLY)
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COPYRIGHT 2017
by
ASPEN ENGINEERING, INC.
All rights reserved.
Reproduction or translation
of
any part of this work
without written
permission of ASPEN
ENGINEERING is unlawful.
Violators will be prosecuted.
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JOB NO.
201 7.054
DATE
July 27,
2017
DRAWN BY
CHECKED BY
JRL
JRL
REVISIONS
DATE
SHEET NO.
1.0
OF
1