HomeMy WebLinkAbout4286-86X6 10110 E.W.W.F.
A CONCRETE PAVING DETAIL
0
LEGEND
(1) 8" X 6" CONCRETE MOW STRIP
(2) RADIUS EDGES 1/2" BULLNOSE
(3) 90% COIMPACTED SOIL
4) #3 REBAR, CONTINOUS
(5) FINISHED SURFACE TURF AREAS
f(b FINISHED SURFACE SHRUB AREAC-
NJ MOW CURB DETAIL
a
6'HIGH ORCO WALL SYSTEM SITE WALL
FOR 80 MPH Wl1VD @ EXPOSURE C
MW FOO 77NG DEPTH FOR 5' TO DA n-TGHT
SLOPE
`ALL @
TOP
WALL @
1 FT. SETBACK
WALL @
2 SETBACK
2
ORCO 6816,1 CMU GROL17ED ONt Y
21-01,
3 TO I
il-81
000
0 ASJ7M C 150 TYPE rl1V Fe = 2PST
21 -10. USE #5 STD. FOR SLUMP
PROJECT DESCRIPTION
@ VERT STEEL
PICNIC TABLE PER PLAN
BLOCK 3. RfflVF0RClNG S7EEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 40 FOR #4 BARS AND SIVALLER, GRADE 60 FOR
REFER TO AMENITIES
- 40
#5AND LARGE -R, PROVIDE 40 BAR, DZ4METER LAP FORGRADE
N07E USE OFCMU PIANUFACTURED
PLAN
RER AND 48 BAR DIAML-TER LAP FOR GRADE 60.
FERNANDEZ PARK
BY PRODUCERS OTHER THANORCO
4. REBAR SHALL BE CENTEREDffif THE CONCRETE BLOCK CELL IN 18006 MILLER AVE,
BLOCK WILL REQUIRE SUBMITTTALS
WHICH FOITIS LOCATED. -5 NTANA, CA 92313
7
—7
AND WR-T77EN APPROVAL PRIOR TO
5, CONCRETE BLOCK SHALL BE LA YED IN A RUNNING BOND
THE START OF 7HE PRQJEC7:
MW FOO 77NG DEPTH FOR 5' TO DA n-TGHT
SLOPE
`ALL @
TOP
WALL @
1 FT. SETBACK
WALL @
2 SETBACK
2
FS
21-01,
3 TO I
il-81
000
0 ASJ7M C 150 TYPE rl1V Fe = 2PST
21 -10. USE #5 STD. FOR SLUMP
PROJECT DESCRIPTION
T, t f
OAR
L
------------N07E5: 'ER
PLAN VIEW
i.CONCRETE BLOG(SHALL COIVFORMTCS UBC57D.21-4. ORCOSTD. 9/30/09
1/244OR 7/16" DIA. #4 VERT DROP -111J BAR 24 ONE. SIDEDSPUTFACE BLOCK TO BE USED,PARK FACINGS'/ If 1 EXF. DATE
j¢
RTED -nCmiu- llqg- n1r cno IV, InA-CLAOML_OI IR TOLA� F^
I- 771 0= D0Z-TCTflAf
TMENT. I
BE TAN.
3/16" THICK GALVANIZED 2. CONCRETE f Uq FWTING SHALL BE I PART CEMENT TO 2-112
USE CAP NUTS0
STEEL PIPE CLAM . FO R PARTS SAND -70 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112
PLACES
V70 I JUJIVI (w- G4LLOAIS OF WATER PER S4CK. POR71AND TISELLCONFORM
24" --, OIC (34 PLACES) PER UBC S`T9
FS
000
0 ASJ7M C 150 TYPE rl1V Fe = 2PST
21 -10. USE #5 STD. FOR SLUMP
PROJECT DESCRIPTION
BLOCK 3. RfflVF0RClNG S7EEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 40 FOR #4 BARS AND SIVALLER, GRADE 60 FOR
- 40
#5AND LARGE -R, PROVIDE 40 BAR, DZ4METER LAP FORGRADE
1/21
RER AND 48 BAR DIAML-TER LAP FOR GRADE 60.
FERNANDEZ PARK
4. REBAR SHALL BE CENTEREDffif THE CONCRETE BLOCK CELL IN 18006 MILLER AVE,
WHICH FOITIS LOCATED. -5 NTANA, CA 92313
7
—7
SECTION VIEW PLAN VIEW
5, CONCRETE BLOCK SHALL BE LA YED IN A RUNNING BOND
PA TTERN W TV VER 7T04L CONTTNU17Y OF THE CELLS UNO PREPARED FOR:
6, ALL BLOCK CELLS CONTAINING VERTICAL RE AR SHALL BE soLrD
GROUTED.
:D PICNIC TABLES
7 USE 06P TWE S MORTAR PROPORTI-ONED USIENG UBC TABLE NO.
#4 DOWEL 24- 01C 21-A. 1 PART CEMENT TO 112 PART LIME TO 4-112 PARTS a4MP, CITY OF FONTANA
1;--�8- 01C FOR 18"LONG Cmu) LOOSESANU
T71
w
-372mv,CADdetai'ls,com/inlb REFERENCE NUM.BER 017
BAR-B-QU
E
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