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I. CONCRETE SHALL BE AS FOLLOWS; -
Qo-
� 28 pA�STRE-___tJ(3TH_
0 P.S.I.
B) FOOT I NO PADS 2000 P.S.I.
-
-
�{ N 0) OWE BEAMS
1
f N 2000 P.S.I.
T I - E) CAISSONS 2500 P.S.I.
NOTE: A HI ER
OH GR/IDE
- l OF
CONCRETE
- _ 1 MAY B E
SUBSTITUTED
FOR :�•___ _
_ r THOSE SHOwN ABOVE, BUT WILL BE SUBJECT TO `
NO E� 11 T'ATIONS AR C . 5 A. THE CODE
REQUIREMENTS Of THE HIGHER ORADE.
2. CEMENT SW1ll CONFORM TO AS1M C I S0, TYPE 11
S I 3. HARDROCK AGGREGATES
SWILL CONF 0ASTM'
_ OR
C33. T E
HIR _
{ E
- _ - MAXIMUM SIZE SHALL BE 1 1/2 INCHES FOR FOOTINOS
l
_ - -SZ-31 l 1 S
IN ORAD B
_� _ _ �__-- - -- --- - ---.. - - - ----- -- -- -- -- ----- -- - -- -- - ----- ----- --- -- ----- --- - -_ --_- --- AMS
- ----- ------------- - - -- -... - - -- -- _ � Q �L 4 !�A oa H FOR ALL 0
THER
WORK.
-
SIGN SFiAII BE MADE FOR CONCRETE - --
C)
k
_
DES - -
I - _
METHOD II. TH
AVERAGE TRIAL BATCH STRENGTH
9 S
HALL EXCEED THE SPECIFIED STRENOTH F C BY 25X OR 900
I. WHICHEVER IS �-�
THE LEAST. _
- --- -- ----- _ - ---- - -- ---- . _ __ ---- _ __ -- ----- --- --- - --- ---- -- -- -- -- -- - - r - � _ COPIES E S OF THE E M I X DESIGN
- -- - ----------- ---- - --- -- __--- _ _- --_-- ----------- ---_-- _ --- -- - ---- --- --- - _--_ - --- --- ._____ --- -- -- - - -- - - - ---- - --- -- --- - .� � � T E LGN
SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER," -
f
I --- - -- -- - - -- - ---- �-- - ---- - --- - --
t
-- -i -.-_------- ------ -- - - -�--- - ------ -__- --- ----- ---- --� ----- --- - --- ---- --_- .- ---- - - - - -- - C AND BUILDING DE
PaR1MENT FOR APPROVAL BEFORE USE.. -
A5. ONLY ONE KIND EX
00
,- - - -- --- --- -_ --- ------ ------ --- -- - ------ ---- ----- --- -- - - - � - -- � j � � w � I N OF CONCRETE "LL BE POU
- - - - - --- - - - - -- -- - - -- -- - -� - --- - --- - - - -- - - -�- -- --- - - _ -- - - - RED ON THE JOB AT
-- 1--- - __ __ __ _ -_- --I_-- - -- ----- ---�- -- � ---�- � -- - � I _ ___- - -- - ----- ----- -- --- � --I ------ -- ------ ---- �-- 1---- -- - - --_� - --- -- - -----j-- ----- - - _ -_. _-- - ------ - -_ _ � ._ � -- - ONE TIME. ----
0
-- I _ - -
- V 6 . CONTINUOUS INSPECTION IS REQUIRED FOR ALL
f -
r - I - _ _ - - - _ _ : - - -__ _ - - CONCRETE I N - -
p s D - - - I _----___- -__ - -- -_ - - _ _ ---4 - -_ - _- --
--- - ----- _ - __-- _ .-_ - I I- EXCESS
OF 2000 P.S.I.
j 7 • CONCRETE COVER OVER REIN
f - -
1 + �Vw
I
,
,,. •�..., � FORCING SWILL BE AS FOLLOWS:
. - . �. __ - - _ - - .. A POU _
- -- - - - -- - -- - -- _ - - -- --- --- ---- -- - Q,Q (1.C. -- - -- ---- - --- - -- -- - - - -- - - ) RED AQAINS E
I I r T EARTH 3INCHES
B
EX
POSED
P•I . _ L OD. % _ _ -_ __ ___-------_ _ � _- . � EARTH BUT POURED
� - I � � � AQAIN5T FORMS
� -�. •. - J�_0 l ..2 INCHES
I C) MAIN BARS IN COLS AND RM S
}
I I � _ _ _ - _INCHES
_ _L _ _ __ ____ _ __ -_ _ __ ___._ __-_-_ _ -_-_ __ __ __ __ _ _ ____ __ ___ _ __ _ - _ _
( -� ; _ D) STRUCTURAL SLAB
� � - E) WALLS .. I INCH
f
• I
.. I 1
_ / INCHES
F) SLABS ON GRADE ..AT CENTER
- - - - • - 8,
al
Gi LRE --
INF
O f t I ORCI NO
# SHOWN CONT
- - _ _ - -- _-------- -- ------ ---- - - - ------------- _-_--__-- - ----- ------ - ... ---- --_. ___�.-- -- - -. --- --- __-_ ---- _. __- - _-___ ... _- -- - - --- - - - - - -- - L BE LAPPED 3
O
� SPL ICESFROM) AT
-
f AND SHALL BE MAGE AWAY R
Foo � .. ti, � a o� - - a, �
---- _-- --_--.--___-__ __.._ ._-_-- _ -__-- _ - OM POINTS OF MAX
IMO
} - N _ 8 O.•L - STRESS. MINIMUM LAP SHALL BE 2. 0" LONG. -
I 9. �. � � --- - - _-- --- -_ - - - - ----- -- - - _ - - --_ _ � - -- -_ --- - - _ _ _- - _ _ - - -- --- _ -- --- � - - --- - - • - MIX 1
- - - -' -- - - �---_ - - ---- - q -- -- - -_ -- -.-�` - �--- - ---------------� _ - ___ ---- --- ----- -_..-_ __� ..__ --- ------ --------- --� - --- __ -. - - -_ a0 - NAT PRODUCES
_------ - - --- --. _._-- -- _ -: ____. -- - ------ - - - - - - � _ -�°� v � v •, �9 `� � . , 4 � _ E� N �'n � v� _ � LOWEST STUMP COMPATIBLE WITH
V -
t� PROPER "
PLACEMENT - - - ME
- N -
�. .. SHALL ` ti _ r B
- � l BE
• � �` G - _ _ _ r - � � - � � .: �p i 4 1 /2 MAX SLUMP
�t d• o _ -_ C0 5T 93- .� R �'. �_ -_- 0.f111XXa Ai'F'RUVEO BY STRUCTURAL E 0
_- --- - -- - - -- - - - v1 - - �"'t�.` _ _ Al. N INEER).
10.ALL L REINFORCING STEEL
O - . pOVYE l S AND ANCHOR BOL TS ANO
� - V
qc
OTHER _
_ _.-. ---- ---- ----- _ - - _ -- - ._._�.- _�-_ - -- - --- - _ - __ , - ----- --- -- ---- --__ - ----- _ - - - -- - - - --- -- - - - INSERTS T
-__-- _-- -- .___ S SHALL B
-- -
E SECURED IN POSITION PRI - -
- --qgz- POUR •._ _'`._ _: - � �ING CONCRETE.
4 -- _ v
o
I
N
N
r -
O_ EINF C OR- - IND S I I TEFL.�"/ ��j
PI - Gqc oEFGRMEo e/� ARS V - )CONFORMING TOASTM A6 IS ASFOLLOWS UNLESS OTHERWISE
e _
.. -- GR90
- 6f 136,
8) '�S BARS AND LARGER __ ..
..OR60
-- ----- --- - -- --- __ _ __._------- --- -- ____ ______- - -- ----I--- -- --- ---- -_ - ---- - --- -- -- -------,- ---- --- --- ---- - �_ -- -- --- - --- - - -- l 2. ALL BARS SWILL B E -
R=1.50 /.� - _ FREE Of LOOSE AND FLAKY RUST AND SCALE,
_
- � � � I � GR E.
k I I (l I - I_ EAS
OR-- --- - --- : _ _ _- �----- - --I --- -- .-_ - _ --- --- -- -, - { ---- --- ----- - -- - -- - --- --- - ----- --- --- I - _ --- -- .• ---- - -- _ �._- _ - --- _--- --- --- ---- ----- - --- -- --- MATERIALS IRIS WHI
BOND.
CH MIGHT AFFECT OR IMPAIR -
I- - --- -- - ---- ---- --- - - -- - - -_ � - - - _:_- -- --- _ _ -.._ __- - _ - - -- ----- ----- --- ---- -- --- - 3. All BENDS
. -__ _ -- ----. __� - --- - ---- ----- -__ _ -- -- -- - -- - ---- ----- ----- ----- -- -- --- - ---- -- _-___ a---- -- - --- - - -- - ----- _--- - -- --- -- --- - --- -- --- ---- --- -- - -_- 1E MAGE COLD.
� r - _ 4. DO NOT WELD OWE 60 REINFORCING UNLESS SPECIAL
- - ----- - - - -- - -- -- -- -- -- -- - - -- -- -- - - --- - - - - - - --- -- -- -- - - - -- - - -- -- - - -- APPROVAL - OVAL IS OBTAINED FROM STRUCTURAL ENGINEER.
EER.
---------- --- --- --- -- _._ _ ,� �N�- ---- ---- ---- _.-- -- ------------ --- S. GRADE 10 REINFORCING MAY BE WELD �--
ED WHEN REQUIRED.
6.
CONCRETE STRUCTURAL MEMBERS - -
(LABS, BEAMS, ETC.) SHALL
I � � NOT BE SIRTPPEO UNTIL
THE CONCRETE HAS
- ! - - - - - - -- I - - - ---- --- -- - - I -- - --- -- -- -- --- - -- -- -- - _ --- - - -- - ACHED I IS _
_P OF,CE__ __, ALES __ _
- - - - - - - - __ __ -- - ___ -- --- -- - -- - - -- ---_-- - - - -- -- -- - -- -- - - --- - -- -- ---- - - - --- - -- -- -- --- -- - - _- - - - - _ . -- _ DES
I I -r- 7. L LGN STRi NOTIi. -
f T
- - OW HYDRQOEN WELDING RODS SHALL BE
_ - ( � USED FOR AIL
4Q - - - -_ - _ -- - -. __ - --- -- - - -- - - -- - -- - ---- - - - --- - - -- -- .--- _ - WELDING 10 REINFORCING RODS.
8.ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM 185. L
_
40
_
-
MOTS.
GENERAL NOTES
CONTRACTOR hHAll NOTIFY ALL UTILITY 1. ALL WORK S H A L�L B E DONE N E I N ACCORDANCE C O R D A N I
AGENCIB PRIOR TO CDNhIRUCTIUM. ALS C E W T H THESE PLANS, T H E
CITY OF FONTANA STANDARDS AND SPECIFICATI N
11
UTILITIEh ARE NQT KNOWN HEnLUM. 0 S .
2. A PERMIT WILL BE REQUIRED FROM THE CALIFORNIA DEPARTMENT OF
' TRANSPORTATION PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
IWITHIN CALTRANS EASEMENTS OR RIGHTS-OF-WAY.
MAPLE �
AVENUE .
-I I'RDZECT Ulhi k1ATER FIaCILlT116 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF
�R/w ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY
THE E.P.A. FOR USE UNDER A.C.
A -ND P.C.C. SHALL BE UNIFORMLY
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE OR THE RATE
m -�-- SPECIFIED IN SECTION 19, WHICHEVER IS GREATER, , FOR THE FULL
�hl_40o �1 ,�y 5 °� �'t�1�� P _ _ PAVEMENT WIDTH PRIOR TO PAVING.
Nil
3 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR
`��: _ C. M A N �`� ��• POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
�� STRUCTURES ETC HOWN QR NOT SHO
z 15=0.00 59) - T. --� - \ ti
- ., ,S WN ON THESE PLANS WITHIN
c EX. 1$" C.M.P. � -
THE LIMITS OF THIS DEVELOPMENT OR I'N ADJACENT _AREAS WHERE
I /
:r IMPROVEMENT WOR -K IS TO BE DONE, SHALL BE REMOVED OR RELO-
I EXih1.G;1 STEELWATER _ /�h, R/W 8 1[�9� CATED AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE CITY OF
� Ill ZA" CAhI AIG � /���o � o !� 2 ���•�, ��• � `�
FONTANA... IT SHALL BE THE CQNTRACTOR'S RESPONSIBILITY TO
32' - NOTIFY ALL AGENCIES CONCERNED, BEFORE BEGINNING
�t EX. F.H. w '`' RAW 10' 22' CONSTRUCTION.
(TO 13E - a Qom, ,vca. eq
, Imo,
�' NIRu�TInN lVQi�S• QU NTITIES 5. AS BUILT PLANS SHALL BE PROVIDED TO THE GITY OF FONTANA BY
1 ���"� q '`q�p Q Q3� 15 I VV S _AS-
BUILT
THECONTRACTOR.
Nd
�01 60 1 9:� ? Q 4,
1 D 40 47 I f3 �., 4' 55'-1,6 " 5.5' lo'
7
� 0 - 2o" afi' 30" $
R = 35- Q0`
FOOTHILL. BLVD. L 55-•(23, 2r,y
T - 35 06 a.: ul^ui k VARIES VAR1E �•l�
SEE S H T. 2 o =!� ,• 2.�•i•g8� I.2 �'z '
SCALE t":40#
N
•I.
= i •
uM ,,,int • p•
36,
(It.,,•„t,..Nliil _IIIA p.
I IN, (L
511-
43Z..
TYPICAL SECTION-
4 TVP. 4 "40 4" ��. «t��°4 MAPLE AVENUE
N.T.S.
REIN -FORDED CURRETE bUX�
NOT TO hCALE,
(' EE tiTPiUCTU15AL NDTEL, Al 516"T)
NOTE: Uti1= it' = 4000 Phl LEMENT CONCP)ETE
')ThENU1-M IN 2S DAYS .
0 5AWC1JT a REMOVE ,eX. CLIO ?001 1
O CONST 2!i' A.C. OVER COMPACTED NATIVE 501,L 600, S.F.
a IN5TAIL 8''x 3&" R.C.B. eucvur PFR DETAIL 93 Lf
r
4 CONST. VARIA13LE TNICKNE55 A.C. OVERLAY 1,200 51
5 CON5r. 8" cuRQ 160T[R PER CITY 5TD. 10t 130 k.Ir ��
o I.
�i CON5T, D)5CNA26E 511211Cf0r PER CITV 57D. f24 1 EA
07 eOAM. DRIVEWAY APPMACN PER ell y 5TD. 102 - e 1 EA
O CON5T. 5/DEWALK PTR ClfY 51D. 105.A 592 sf EXP. 1z w/4* �
OF CALW
I
m° RE111flnN1 PATE APP'D, PREPAREO BY:
GAL TRANh REQUIREMENTh ; ?iE.YhED LbhS 3-18.81 /Z3 S ROBIi J B. HAMERS & ASSOC., INC.
I)E UT' M hAt)IU'7 K1 MA"?LL CIVIL ENGINEERS
234 E. 17TH STREET, SUITE 205
COSTA MESA, CA 92627
(7141548-1192 J
ROBIN B. HAMERS R.C.E. 31720 DATE
CITY OF FONTANAJ CALIFORNIA
PUBLIC WORKS DEPARTMENT
°E�IOE° °Y : MAPLE -AVENUE SCALEM. f3.1"- AO'
DRAWN B7: 'iTPiEET IMPi50VEMENT DATE:
M.13. /0/02/86
GNELKEb BY= APPROVED BY: �(��-�/,g� DR. NO. {/2
J. T, J Em:. G CITYENGINEER RCE 18932 1376