|
A A D F F G H
<br /> REVISION DESCRIPTION BY APP CITY DATE
<br /> -_.-
<br /> TO DISTRIBUTION
<br /> 8" C>MLI WALL SYSTEM
<br /> BACKWASH TO
<br /> — PIMP SFATION
<br /> WATER SYSTEM EQUIPMENT AND TANKS_ ,
<br /> THICKNESS BARS "A" BARS "B
<br /> _ .. _..__._._ 1) ,000 GA STORAGE TANKT SIZE/SPACING
<br /> SIDE f SI ACING
<br /> (2) DEPTH FILTER 4%% 4 @ 18" E.W. 4 18" E.W. "
<br /> ( ; p�a �.� TANK
<br /> 6
<br /> 29 ( -1 "
<br /> d' _._
<br /> #5 @ 12" 5 @ 12"
<br /> 2% 0NH (4j RETENTION TANTS {
<br /> 99 #5 @ 12" •_
<br /> BIRM FILTER -
<br /> I �
<br /> A (6) CARBON FILTER
<br /> 61)
<br /> _ (;� PRESSURE TANTS
<br /> :3,000 GA. STORAGE TANK
<br /> CHLORINE INJECTION FEEDER TANK
<br /> 4) r (� ` "90 RADIUS, TYP.
<br /> A" BARS (49B" BARS T
<br /> 11C?) E3OOSTER PUMP � �
<br /> EI, . SEE PLAN
<br /> FROM W E h.I_
<br /> HEAD �1 1) C3OOSTE R PUMP _ ___ �... __ _ � ____ ___...___._..._._._____.. _..___...___.__.__ x
<br /> _ �
<br /> GRADE EL. `7
<br /> EQUIPMENT PADS SEE PLAN
<br /> 1
<br /> '7777-77-77/7
<br /> (TY P)
<br /> 1 AG G. BASE--)(
<br /> -.-m_. (
<br /> j\ CIO
<br /> )
<br /> ,
<br /> _
<br /> 12 MIN.
<br /> SHIP'S LADDER
<br /> ACCESS
<br /> DETAIL A
<br /> 3'X3' STAIR SCALE: NONE
<br /> - LANDING
<br /> _ 3' 099 CONCRETE SLAB THICKNESS
<br /> AND REINFORCEMENT
<br /> PLAN
<br /> SCALE. 3/8"=11-011
<br /> C3
<br /> BOND BEAM (2)
<br /> 4 BAR IN HORIZONTAL
<br /> a '
<br /> Ill
<br /> � I
<br /> i
<br /> B SEE NOTE 3 i1
<br /> m 1 4" THICK a m
<br /> I
<br /> EQUIPMENT - - LEVEL
<br /> PAD TOP CTE' SLAB 5.0'ABOVE MEAN SEA CONCRETE
<br /> (1 .5 ABOVE BASE FLOOD ELEVATION) « i� / EQUIPMENT
<br /> CONCRETE SLAB
<br /> EXISTING (.ROUND I I , % y
<br /> THICK f I
<br /> NATIVE SOIL '� i _��� �'� - IMPORTED AGGREGATE BASE
<br /> EL. 5.5± `'LAB EXISTNATIVING E SOIROUND �' COMPACTED TO 95% MAX
<br /> _ _ r
<br /> LL, 4.7'1-
<br /> >
<br /> .7I_ DENSITY
<br /> ;, ✓ I ., ., ., ., .., �� L—SI-TAPED BAR....
<br /> i I
<br /> �'Tt,� ;: i %H
<br /> �, y
<br /> .. , n _t . Y a � , � .� ,_�< � � � yr:_ v,, _ __ _ -------------
<br /> 777, 777
<br /> _ _ f �,�� � 24 O.C.
<br /> .. -
<br /> x X „� T .�;' { ,�h, .x h„X, X, .A �,� Xh, �� y \ � XX h
<br /> x x8” CMU GROUTED
<br /> n X >�> t - n' X '�
<br /> A, .�;�; ;�, ,i,;,, a - - i �� v\i��`. 'yl ✓` �,. "` /t ,
<br /> SOLID
<br /> MIN 6 EMBEDMENT BELOW
<br /> BASE FLOOD ELEVATION �
<br /> NATIVE SOIL _ , i 1
<br /> S"' IMPORTED FILL vv SUMP BEYOND 1
<br /> SEE NOTE 2 - K �.�. ( � l I 7777 777-777, X
<br /> moiA x
<br /> -i n� x > \ iI,
<br /> SECTION
<br /> SCALE. 3/8"=V-10"
<br /> j IMPORTED FILL COMPACTED
<br /> _.
<br /> \ TO SCJ°' MAX DENSITY
<br /> c9
<br /> <.. #4 L--BAR 5 BAR CONTINUOUS
<br /> NOTES_ ( 2°—o"
<br /> 1 . BASE FLOOD ELEVATION 7'-0".
<br /> MIN
<br /> ra 2. OVER EXCAVATE MIN 12." BELOW BOTTOM
<br /> OF SLAB.
<br /> GRAPHIC USE ONLY. NOT FOR CONSTRUCTION/BIDDING 3. CONSTRUCT F RETAINING WALL WHERE SPACE
<br /> PURPOSES.
<br /> DOES NOT PERMIT SLOPING IMPORTED FILL.
<br /> ,t
<br /> DETAIL B
<br /> 00
<br /> C11 SCALE: NONE
<br /> NEffAmmm
<br /> raWAMENOW
<br /> r
<br /> --a SCALE E3AEz IS ONE INCH DATE _ �� � 0GIC °� DRAWING NUMBER SF-IPT NI.JMDPR
<br /> " AT FULL SCALES DESIGNED _.__C __
<br /> C �, MAY 2008 ��^ — � ACKER ISLAND, :SAN JOAQUIN COUNTY, CALIFORNIAPOTABLE WATER
<br /> NONE IF NOT ONE, INCH DRAIN _ �'�_A�`__._
<br /> ON TF,is si�FFr FI -___._ C1 6IC1 �1 i�1 �" SIT' IMPROVEMENTS
<br /> FSCALE ACCORDINCLY CHECKED CM
<br /> L S 1-01 001 Rocklin, California PROJECT
<br />
|