BWFE2018-0230CAI EXISTING SITE PLAN
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PH: 760.892. 1 494
e EMAIL: RGO RO NADOODC.RR.COM
ADDRESS: 73700 DINAH SHORE DRIVE
SUITE '# 405
PALM DESERT, CA 9221 1
ADO - DESIGNER
II CLUBHOUSE
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LA QU I NTA
[ I 60-15$ TRILOGY PARKWAY
LA QUINTA, CA 92253
MARK I DATE I DESCRIPTION
1 1 10126120181 PLAN CHECK SUBMITTAL
PROJECT NO: 001 _
*SHEET
DATE: 10-26-2018
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FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK) --
F 6" ORS" BLOCK -
HEIGHT FROM TOP #4 HORIZONTAL AT 32" MAX. O.C. HEIGHT FROM TOP
OF FOOTING (USE BOND BEAM BLOCK) OF FOOTING
SEE TABLE"A" SEE TABLE"B"
— FOR REBAR SIZE FOR REBAR SIZE —
AND SPACING AND SPACING
QpCMfi FL110AIR IN CI:N1l1:H OI"CFLLI 401WIFMid e IN I INN rsof 1,1::11.)
FINISH GRADE ----�
/ (1) - 44 REBAR
CONTINUOUS
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12" 10 l Sri F-n' �..--
h a #'� ITnf t rl iJT'j CONTINUOUS IIII =t
t 6"L
REVERSE
DIRECTION OF 44-� W -.�
HOOK ON EVERY ('FOOTING WIDTH)
O'THERREBAR SEETABLE"A"
H
' W
VERTICAL
REINFORCEMENT
3'
17"
#4 @ 48" O.C.
4'
20"
#4 @ 46" O.C.
5'
23"
#4 @ 48" O.C.
6'
29"
#4 @ 24'' O.C.
o_ „W" .�"y�
I (FOOTING WIDTH))
SEE TABLE .. B"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
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OF MIN
TABLE "E3�'
H
W
VERTICAL
REINFORCEMENT
3'
1 9"
#4 @ 48" O.C.
4'
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C.
6'
34''
#4 @ 2411 O.C.
FOOTING
NOTES:
CHECK WJTH THE BUILDING DEPARTMENT TO
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
VERIFY IF A BUILDING_ PERMIT IS REQUIRED.
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
NOT A RETAINING WALL.
INSPECTIONS ARE REQUIRED:
2) FENCE HEIGHTS ARE REGULATED - CONSULT ZONING
1) FOOTING; EXCAVATION TRENCH CLEAN WITH
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
STEEL IN PLACE AND SUPPORTED 3" A80VE AND
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
AWAY FROM THE SURROUNDING EARTH/DIRT.
OBSTRUCTED.
2) REBAR/PRE-GROUT; BOND BEAM REBAR AND
4) GROUT ONLYTHE CELLS CONTAINING REBAR. THIS WALL
VERTICAL REBAR IN PLACE- INSPECTION PRIOR TO
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED,
PLACING GROUT.
5) ALL REBAR TO BE ASTM SPEC. A61 5. GRADE 40 MINIMUM.
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM,
DECORATIVE CAP PLACEMENT.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
WESTERN
RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
'SEE PAGE 2 FOR ADDITIONAL INFORMATION*YFI .TZq „
DISCLAIMER: (-� /t(O/� Qo(� i4[IN
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED ..'�" FREESTANDING BLOCK WALL
ANALYSIS. USE OF THIS STANDARD DESIGN o�t VV4
IS AT THE USER'S RISK AND CARRIES NO 78-195 CALLE TAMPICO
IMPLIED OR INFERRED GUARANTEE AGAINST PI JUNE(760) 777-7125 hA UIN'1'A, C:AIdI'ORNIA 92253
FAILURE OR DEFECTS.
I'AX(760)777-7011 iV/9/2U bl COMMUNITY UI'iVF'W Fh1ENf UGFT: PACF.IOL2
FOC
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE(PSF) =30
PASSIVE SOIL BEARING(PSE) =150
COEFFICIENT OF FRICTION =0.25
ALLOWABLE SOIL BEARING(PSF) =1500
WIND = 80 MPH, EXPOSURE C
SEISMIC:
NA= 1.3. NV=1 .6. Z=0.4. SOIL PROFILE=SD
3' X 3/16' STEEL PLATE MOUND
PERIMETER OF DOOR FRAME.
ATTACH W/ SELF WORK TEK
O.C.
m
SCREW 14 9 6' �
20 CA. METAL PAR-------��
SCREW METAL ANGLE 0 -"
EVERT THIRD CONTACT
W/ TEK SCREW 110
20 GA. CORRUGATED
METAL PANEL (CUT
PANEL TO AUC14
FOR FASIFILWO) I
WALL
SEE STRUCTURAL DWGS.
FOR OPENING SUPIRM
HSS 4 X 2 X 3/16 GATE
FRAME PERIETER
HSS 4 X 2 X 3/16 Ga FRAME
1HTERIAMIATE (ALIGN W/ F.O. STEEL FRAME)
HSS 2 % 2 % 3/16 GRIND WELD S1 ooTh
HOWONTAL
"' �� I I FIriSE1 GRADE
GATE SECTION DETAIL
GATE JAMB DETAIL
CUU, TYP.
1/4• SETTING BED
PL 1/4• X 5' X 7'
W/ (2) 1/290 X 4' HEADED STUDS GAUGE-3'MIN.
2- X 3/16- STEEL PLATE AROUND PERIMETER
OF DOOR FRAME SCREW 4) if O,C, W/
TEK SCREW /6 Sw TAAPwG
20 OR 00RRUGATED METAL PANEL
SCREW IIETAL ALM 9 DIM
TWO COWAM WHIR TEK SCREW #10
HSS 4X2X3/16
GATE FRAME PEflMdETER
LV-IV
6" CONCRETE APRON
TRASH ENCLOSURE PLAN VIEW
SCALE:1/4" = 1'-0"
I
I I I I
I I I I
3/4" DROP DOWN
STEEL ANCHOR -
LJ I BOLT W/ PADLOCK
L--- J
6" DIA. x 12" DEEP CONC. WITH 1"
DIA. METAL SLEEVE. FINAL
LOCATION TO BE VERIFIED IN FIELD.
TRASH ENCLOSURE ELEVATION
SC'AI F- 114" = 1'_m
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TY OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
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CONTINUOUS FOOTING (TYP)
SEE CITY OF LA QUINTA
BLOCK DETAILAI / TE-100
6-0" HIGH, 8" CMU ENCLOSURE, TYP
SPLIT -FACE BLOCK FINISH.
SEE CITY OF LA QUINTA
BLOCK DETAILA1 / TE-100
6" CONC. ADA SIDEWALK
6" CONC. CURB, TYP.
6" CONC. PAD
(3) 6" x 6" x 1/4 STEEL POST
FOOTING 24" x 42", 4" OFF BASE
LOCKABLE LATCH, TYP.
CORRUGATED METAL PANEL, TYP
(3) 6" x 6" x 114 STEEL POST
FOOTING 24" x 42", 4" OFF BASE
TUBE STEEL GATE FRAME, TYP.
3/8" STEEL PLATE WELDED TO
ANCHOR BOLT. FINAL LOCATION
TO BE VERIFIED IN FIELD.
CITY OF LA QUINTA BLOCK WALL DETAIL NOT USED
A7CALE: 3/A11 NOT USED
NOT TO SCALE S16" = V-0"
12 1 13 1 14 is °
ZI
D E S 1 G N
PH: 760.892.1 494
EMAIL: RCORONADOgDC.RR.COM
ADDRESS: 73700 DINAH SHORE DRIVE
SUITE # 405
PALM DESERT, CA 9221 1
BEN
CONSULTANTS
A
THI
AD❑ - DESIGNER
CLUBHOUSE
ADDITION
FOR
GOLF CLUB
AT
i LA QUINTA
60-15$ TRILOGY PARKWAY
LA QUINTA, CA 92253
!MARK DATE DESCRIPTION
0
PROJECT NO: 001
OSHEET
DATE: 10-26-2018
ITLE
TRASH ENCLOSURE PLAN
TEIIIIIIII1 00
0