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PROP C. G DETAIL "C": DISCHARGE STRUCTURE
NTS
O s.
RRNIGAVRG STEEL BAR SIZE, S. PER VE ESTEEL
OF
TRIESPERSE BARS IN OP D 6C SL B-CARS C
22 j 60 CORNERS, BARS N 5 DE - ANA/Ol
Pn D'LR D6 BU CN E TOP
N BOTH SLABS OR
S / SDI l 8f THOSE RE C C E'E D A @ T COVER
O R JLS THE
f G E ER s El E C 8. R D TRRE YE ,THE EAR
12�a' A j_ IS -E C` � \ _ aPP J p AL CR L TR. 5
'x2NO. 1�--_ 3 / SEE LANs R Pe 2 ETHICKNESS.SLABS S - THOSE OF THE
SHALL VARY
c m \\E S a .'JR Lv BENC E NT SHEVDITIGN A- EACH Ell LL 1OT BE LESSGTHAN 9',
a - 3) f AVON . (9 CIA CIII,
� EA I Tw ) ALL STE L EXCEPT-qP,.p L STEEL SHALL BE GRACE 60 (40C) aLLET
J STEEL FCR .5 LA 615 AN F C SLALL TERSINATE 1 140
1 CLEAR OF CONCEPIT ELRF_a.,E UNLESS OTHERWISE SHOWN,
Pi ANI }^'
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SECTION A -A ff��
DETAIL "B": MODIFIED 2012 APWA jOIN DETAIL
STD 341-2
NTS
UNDERGROUND SERVICE Ai E_RT (USA`
IT'S THE :AV!
p4 BE ORc
eL :A
tr AT LEAST
TW N RKINA DAYS
BEFORE YOU DIG
-" 1.
CF_03NNUCT RGB TRANIII l ETALCWRE PER RETAIL 'B-_
O ;AND LLA2_12' CUCTLE IR N PI E CLASS
PISS ,CONTRACTOR SHALL REMC4 EX: PIPE
3
E NEW 2-12' C OGGIEE SEE STORM DRAIN PASC
CONS-UC RODIFIED CONCRETE SHaiL1Y MANHOLE PER DETAIL '_a. SEE SHEET E.
OCONSTRHOT T 1IC RATED M-ANHCLE FRAME _A&D COVER PER A.PW.A, STAROARD
PLAN 210-3. DIAMETER SHALL BE 21AND H-A" M
CONSTRUCT DISCHARGE S LCTU E PER RETmL'C' ON CLEET 6.
.P OF BC. SHALL C6 SIMS-
) � NEN _C NEAREST OF S RE RE;NFORCING STEEL BAN SVE SE B S AND E SPACING
AND COVER GDER T 9 S' ES CA L e E
STEEL
_ SHE OR— . T zR PO CA PRN RS 0 s BARS . S L s D `CR
GRECNBPCK CMG - ND E BARS IN TOP OR FGTHDR
dam,, 146 32 da I! SPECF CATIC".S 2G18 DE 'S SN B E a G SECTION
THE GREATER TE VARY EACH SIR
INS E 'R GREATER
VER. PROVIDES.
Q / BAR LENGTHS SHALL R JNFCRILY'HRWGHOT N • N: D` H-
______
I §a I d � ml - - E C6 NEST OF AF WALLS SLABS SHALL BE SCSN A e E
SEE .GIN D >GPPn a` D Ck
II� OR 1' BETAFEY " TWO INNS. B SHALLLOT9 L
E"E CC
E A� '�r� d4BAR DETA -
5 `- 3� 1, = 4�0 PS i28 MPa) A 22 DAYS
-- I-_W 4) ALL STE' EXCEPT 'G TSIN L STEELSHALL STEE' C FC S A 6 s 6 5 ?A D ITEvI p`(�40
da�6• �T ,/ 1 mm, CLEAR a .,a.-CR_ SR. ACE JILECI OTHERIADE SHHCRA
ATPn da818 -,r _ 5&-
OIL -
HE ETA=�. SECT ON D D LEI OIL-
_LE PROFILE S L.^.PE
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T- s.NOR tom%I
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SGJAREE. eR E un I cL �;
D� / \T - EE PATTERN S JiIT
ITELI\ FLOW 1 ! NOTES
q
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D l B ,.. S �.0 4
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f ESHELE - CODSTRU TIONAL ON .,..NS'Ri CT On ,PNT
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dd N a
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sI
PRa. ace DRPER GRane201
r 6G'-1 SPE6FlGATICNT 2G8
North JOIN DETAIL
DETAIL "A": MODIFIED CONCRETE SHALLOW
_MANHOLE PER APWA STD 201-2
NTS
RECORD DRAWING
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FONTANA, CALIFORNIA
STORM DEAN DETAILS
ALLEY BOL• EVARD
AND
ALMOND AVENUE