|
A [ C) F
<br /> REVISION DESCRIPTION BY APP CITY DAT
<br /> 89-0" __ _
<br /> NOTE: SEE DETAIL A rLII SHEET FOR _ __.__ ._ _ __ — _. _. _ _..
<br /> _
<br /> ._...m....._.___._._......._.......__._,__, REINFORCING DETAILS.
<br /> caTHICKNESS BARS "A" BARS ,A PP
<br /> ODOR SCRUBBER t � SIZE/SPACING SIZE/SPACING �
<br /> PAD
<br /> G 4" I #4 @ 18" E.W. #4 @ 18 E.W.
<br /> ,
<br /> -
<br /> 4" THICK
<br /> THICK EOUIPMENT ,P c t °' 1 "
<br /> PADS 8" #5 @ 12" #5 C 12"
<br /> {
<br /> 12" #5 @ 12" CC #5 @ 12" CC
<br /> I !
<br /> C�a
<br /> CD
<br /> II.
<br /> '"0 RADIUS, TYP,
<br /> "A" OARS "B" EARS
<br /> _..__ EI_, SEE_ FLAN
<br /> ... .,_
<br /> GRADE LL.
<br /> SEE FLAN -
<br /> ` \
<br /> 77
<br /> 4
<br /> 7-7 AGC BASE
<br /> v co
<br /> 35-0"--�35-0" zA-0AA 39-01
<br /> 9
<br /> 12" MIN.
<br /> SCALE: NONE _.__... ...��..._.� .__.�..... ...
<br /> f
<br /> CONCRETE SLAB THICKNESS
<br /> AND REINFORCEMENT
<br /> A A
<br /> _.____ „ ....... w.......... ._._...... _ ____ ...._._..,,___............... _______ 3
<br /> a
<br /> pyo-6" SII
<br /> PLAN
<br /> 18"0 PORT
<br /> (TYP)
<br /> '101-3914"0 PVC VENT PIPE AA
<br /> :�A__..0AA I / TO ODOR SCRUBBER , 24MANWAY
<br /> DIAMETER (TYP) (TYP)
<br /> i
<br /> INLET
<br /> I
<br /> 7,500 GA
<br /> 1 4"0 OVERFLOW
<br /> a
<br /> , I
<br /> 7,500 GA
<br /> 0
<br /> IMAX WATER DEPTH � I WASTEWATER AA THICK CONCRETE
<br /> I .
<br /> (EC)TL1 TANKS) STORAGE. TANK (TYP) SEAR
<br /> NOTES:
<br /> A 1 . BASE FLOOD ELEVATION 7'--0"„
<br /> MECHANICAL MIXER � - TCP OF SLAB w� ABOVE DEAN SEA LEVEL_
<br /> sr I
<br /> 2. OVER EXCAVATE MIN 12" BELOW BOTTOM
<br /> { ! (TYP) ( 1 .5' ABOVE BASE FLOOD ELEVATION) OFSLAB.
<br /> AA _ 3. CONSTRUCT RETAINING WALL INHERE SPACE
<br /> IMPCRD FILL DOES NOT h'ERMIT SLOPING IMPORTED FILL.
<br /> Co
<br /> SEE NOTE 2
<br /> REINFORCE S /
<br /> R
<br /> COBBLE ROCK PLACE
<br /> ON COMPACTED FILE_.
<br /> EXISTING;
<br /> H , n �..aGRADE
<br /> ....?. i / i .�/ / i ,'\,. .`,' ✓ Y v /, 1. �' a, r �; x r X \, r {, y l� .*, , -\,� / �/' . Y v �,. k, ,✓. '., �,,' .,�x ✓"� /��%'�' \,,' �- ... \`
<br /> ,. .. ,' ;' /� T X X � F- __..
<br /> k > x ,, \ C
<br /> T.
<br /> m \ n y
<br /> i y u v ✓ w ti, , \, ,
<br /> / „ >__� � r. ,�: �� y l<"h� �. �r` r u�`r._,: �._`��/�' ,,_k✓ r k�, a ✓�. n _ _,.- �v`� :�" v _>. � v�� 9'; r
<br /> ._,%r >___, � r x k >. n r r � _u �'� �.�. � x r _M ! Y v � �`� � �'Y a. � r' �.... x x _x__�� n r � .,l:'`X �. r `v� x��: x a..u'z' v_r. z `Y n „_.. _ _ �."c... _.7 ..
<br /> A7 FLANGED
<br /> -MIN 6'A EMBEDMENT BELOW
<br /> [RAIN EASE FLOOD ELEVATION
<br /> - 8 AGGREGATE. EXISTING GROUND
<br /> I EXISTING GROUND SECTIONA PASS NATIVE SOIL
<br /> NATIVE SOIL_
<br /> -'
<br /> I
<br /> o SCALE: LIAR IS ONE INCH DATE - A � hLOST ISLE RESORT
<br /> 1 AT Fula_ SCALE_ DESIGNED ___-_ ...__-_.-- EDFT��(IIUCa UE3RI SHEET NUMBER
<br /> MAY 2008
<br /> �„ At"K1-0,FZ ISl.aleNI), SAN JOQLIIN COUNTY, C AI..,II'f. IItit1A
<br /> IF NOT ONE INCH
<br /> DRAWN
<br /> STORAGE TANKS AND EQUIPMENT PADS
<br /> ON THIS SHEET FILEConsultingEngineers T
<br /> S C002
<br /> SCALE ACCORDINGLY CHECKED � M �c���len, G�I�f�arr�i� P J TOF
<br /> LOSF0/_.0C)1
<br />
|