BWFE2022-0073Description: TOLL BROS/253LF OF 6' GARDEN WALL AT EAST AND WEST PROPERTY
Type: WALL/FENCE (WEB) Subtype: CITY STANDARD/PRE- Status: ISSUED
Applied: 2/24/2022 ECON
APPROVED
Approved: 3/17/2022 JAN
Parcel No: 762440002 Site Address: 80394 OLD RANCH TRL NORTH LA QUINTA,CA 92253
Subdivision: TR 30834 Block: Lot: 21
Issued: 3/31/2022 AOR
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $14,674.00 Occupancy Type: Construction Type:
Expired: 3/31/2023 AOR
No. Buildings: 0 No. Stories: 0 No. Unites: 0
ADDRESSI
Details: TOLL BROS/253LF OF 6' GARDEN WALL AT EAST AND WEST PROPERTY LINES.[ ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK
SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA
BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND
BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019 CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
TOLL BROS INC DBA TOLL BROS IN
1140 VIRGINIA DR
HORSHAM
PA
19034
(215)938-8000
AJANISCH@TOLLBROT
HERS.COM
CONTRACTOR
TOLL BROS INC DBA TOLL BROS IN
1140 VIRGINIA DR
HORSHAM
PA
19034
(215)938-8000
AJANISCH@TOLLBROT
HERS.COM
OWNER
TOLL LAND XXII LTD PARTNERSH
50400 JEFFERSON ST
I LA QUINTA
CA
92253
(215)938-8000
ajanisch@tollbrothers.
com
Printed: Friday, April 28, 2023 2:12:30 PM 1 of 4
WSYSiEMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
WALL/FENCE - EA
101-0000-42404
0
$66.68
$66.68
3/31/22
WEB11210
636301075
CREDIT
777699
ECON
ADDITIONAL 50LF
71
WALL/FENCE - FIRST
636301075
101-0000-42404
0
$55.58
$55.58
3/31/22
WEB11210
CREDIT
777699
ECON
100LF
71
WALL/FENCE - FIRST
636301075
101-0000-42600
0
$69.47
$69.47
3/31/22
WEB11210
CREDIT
777699
ECON
100LFPC
I
I I
I
I
1
171
Total Paid for BLOCK WALL 2021:
$191.73
$191.73
BSAS SB1473 FEE
101-0000-203060
$1.00
$1.00
3/31/22
WEB11210
636 01075
CREDIT
777699
ECON
71
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00
$1.00
BSA:
RECORDS
101-0000-424160
$11.00
$11.00
3/31/22
WEB11210
636301075
CREDIT
777699
ECON
MANAGEMENT FEE
71
Total Paid for RECORDS MANAGEMENT FEE:
$11.00
$11.00
TECHNOLOGY
502-0000-436110
$5.00
$5.00
3/31/22
WEB11210
636301075
CREDIT
777699
ECON
ENHANCEMENT FEE
71
Total Paid for TECHNOLOGY ENHANCEMENT FEE:
$5.00
$5.00
TOTALS:
$208.73
$208.73
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
COMPLETED
RESULT
REMARKS
NOTES
DATE
DATE
7/21/2022 10:11 AM TOLL BROS INC DBA
TOLL BROS INC PALM SPRINGS CA DIVISION
Contact Name: TOLL BROS INC DBA TOLL
FOOTINGS
MHU
7/22/2022
7/22/2022
APPROVED eTRA Inspection
BROS INC PALM SPRINGS CA DIVISION
Re
Request Site
Address: 80394 OLD RANCH TRL NORTH
Phone:2159388000
e -Mail: AJANISCH@TOLLBROTHERS.COM
Printed: Friday, April 28, 2023 2:12:30 PM 2 of 4
WsYsrEMS
PARENT PROJECTS JAM
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
RETURNED STATUS
DATE
8/10/2022 5:20 PM TOLL BROS INC DBA
NOTES
1ST BLDG NS -
ETRAKIT (1 DAY)
JULIO ANAYA
2/24/2022
2/25/2022
3/17/2022 APPROVED
TOLL BROS INC PALM SPRINGS CA DIVISION
Contact Name: TOLL BROS INC DBA TOLL
PARTIALLY
eTRAKiT Inspection
BROS INC PALM SPRINGS CA DIVISION
BOND BEAM
MHU
8/12/2022
8/12/2022
APPROVED
Request
Site Address: 80394 OLD RANCH TRL NORTH
Phone:2159388000
e -Mail: AJANISCH@TOLLBROTHERS.COM
PL ONLY
9/13/2022 2:42 PM TOLL BROS INC DBA
TOLL BROS INC PALM SPRINGS CA DIVISION
Contact Name: TOLL BROS INC DBA TOLL
BOND BEAM
MHU
9/14/2022
9/14/2022
APPROVED
eTRAKiT Inspection
BROS INC PALM SPRINGS CA DIVISION
Request
Site Address: 80394 OLD RANCH TRL NORTH
Phone:2159388000
e -Mail: AJANISCH@TOLLBROTHERS.COM
9/14/2022 1:08 PM TOLL BROS INC DBA
TOLL BROS INC PALM SPRINGS CA DIVISION
Contact Name: TOLL BROS INC DBA TOLL
BOND BEAM
MHU
9/15/2022
9/16/2022
CANCELED
eTRAKiT Inspection
BROS INC PALM SPRINGS CA DIVISION
Request
Site Address: 80394 OLD RANCH TRL NORTH
Phone:2159388000
e -Mail: AJANISCH@TOLLBROTHERS.COM
PARENT PROJECTS JAM
Printed: Friday, April 28, 2023 2:12:30 PM 3 of 4
WsYsrEMS
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
RETURNED STATUS
DATE
REMARKS
NOTES
1ST BLDG NS -
ETRAKIT (1 DAY)
JULIO ANAYA
2/24/2022
2/25/2022
3/17/2022 APPROVED
Printed: Friday, April 28, 2023 2:12:30 PM 3 of 4
WsYsrEMS
Printed: Friday, April 28, 2023 2:12:30 PM 4 of 4
WsYsrEMS
ATTACHMENTS
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
2/24/2022
Etrakit Contractor
1'ST SUBMITTAL SITE Lot 21.pdf
1
PLAN
DOC
3/17/2022
JULIO ANAYA
SITE PLAN (APPROVED) BWFE2022-0073 - SITE
1
PLAN (APPROVED).pdf
Printed: Friday, April 28, 2023 2:12:30 PM 4 of 4
WsYsrEMS
LEGEND
4 R,V�
NOTE: DIMENSIONS SHOW
FACE AND NOT ARCHITEC'
BWFE2022-0073
P/L
Cl N OF LA QU N TA
BU LEI N GCI VI S CN
REM EYED FCR
CCCE COWU AV CE
Em J.ANAYA ice: 0311712022
ARE TO BUILDING
P/L
P/L
TOLL BROS/253LF OF 6' GARDEN WALL AT EAST AND WEST PROPERTY LINES. [
ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE
PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE 'RECISE
LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE RS NOT
CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019 CALIFORNIA RUCTION
'BUILDING CODES.
MSA CONSULTING, INC.TOLL BROTHERS / STONE CREEK RANCH OCTOBER 2021
> PLANNING Drive,
ENGINEERING LAND SURVEYING TRACT NO. 30834
34200 Bob Hope Drive, Rancho Mirage, CA 922 270
760.320.98„ msaconsultinginacom LOT 21 - OLD RANCH TRAIL NORTH LOT AREA
1 1,053 SF
ADDRESS: LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
BUYER'S ACCEPTANCE
DATE:
PROPERTY LINE
EXISTING BOUNDARY
EXISTING EASEMENT
R.
EXISTING RIGHT OF WAY
CABLE
ELECTRIC
GAS
TELEPHONE
SEWER
WATER
GARDEN WALL
STEEL VIEW FENCE
GARDEN WALL W/
VIEW FENCE
COMBO RETAINING
/GARDEN WALL
�.nP �
TOP OF SLOPE
OE
TOE OF SLOPE
❑®
AIR CONDITIONING PAD
CONCRETE
DOOR/GATE
FIRE HYDRANT
WATER METER
S
SEWER LATERAL
4 R,V�
NOTE: DIMENSIONS SHOW
FACE AND NOT ARCHITEC'
BWFE2022-0073
P/L
Cl N OF LA QU N TA
BU LEI N GCI VI S CN
REM EYED FCR
CCCE COWU AV CE
Em J.ANAYA ice: 0311712022
ARE TO BUILDING
P/L
P/L
TOLL BROS/253LF OF 6' GARDEN WALL AT EAST AND WEST PROPERTY LINES. [
ORCO SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE
PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE 'RECISE
LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE RS NOT
CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2019 CALIFORNIA RUCTION
'BUILDING CODES.
MSA CONSULTING, INC.TOLL BROTHERS / STONE CREEK RANCH OCTOBER 2021
> PLANNING Drive,
ENGINEERING LAND SURVEYING TRACT NO. 30834
34200 Bob Hope Drive, Rancho Mirage, CA 922 270
760.320.98„ msaconsultinginacom LOT 21 - OLD RANCH TRAIL NORTH LOT AREA
1 1,053 SF
ADDRESS: LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
BUYER'S ACCEPTANCE
DATE:
ORCO STANDARD CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST Cad EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONSTRUCTION JOINTS.
• PROVIDE DOWEL & DROP-IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
@ WALL HEIGHT CHANGES.
w
0
00
N
CAP UNIT
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF t 3 SEISMIC/WIND PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 45 PCF.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
ORCO 6816 OR 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 - DROP-IN BAR @ 40" O/C
@ CENTER OF CMU
#6 STD JOINT REINFORCEMENT
@ 24" O/C (3 PLACES). USE #5
STD. FOR SLUMP BLOCK
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 1/2 BLOCK
MAY LEFT OUT @ SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP-IN BAR ON EACH
SIDE OF THE 1/2 BLOCK DRAIN.
#4 DOWEL @ 40" O/C
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP.
Z
17
V
M
#4 HORZ. CONTT,
6' MIN. TO DAYLIGHT
8"
CONT.
NOTE: DIMENSIONS ARE NOT TO SCALE.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
SLUMP BLOCK AND SPLITFACE BLOCK ARE ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10, FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE WALL
IS TO BE STUCCO COATED.
TOLL BROTHERS
STONE CREEK RANCH
TRACT No. 30834
LA QUINTA, CALIFORNIA
DETAIL #1
ORCO 6' WALL WITH RETAINING & TRENCH FOOTING
FOR 110 MPH WIND 3 SEC. GUST C) EXP C
f CAP UNIT
NOTE: PROVIDE #4 DOWEL &
#4 DROP-IN BAR AT EACH
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES
ORCO 6816 OR 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 VERT DROP-IN BAR @ 32" O/C
PROVIDE 24" LAP INTO 8" CMU
k �
#6 STD JOINT REINFORCEMENT
@ 24" O/C (3 PLACES). USE #5
m
STD. FOR SLUMP BLOCK
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION
PER TMS 602-16 TABLES 3 & 4 OF THE
MASONRY STEM.
#4 HORZ CONT.
@ 24" O/C
LEVEL BACKFILL
COMPACTED TO MIN.
90% COMPACTION
PER ASTM 1557-D
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + i SEISMIC/WIND.
2. EQUIVALENT FLUID PRESSURE = 45 PCF.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
SLUMP BLOCK AND SPLITFACE BLOCKARE ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE WALL
IS TO BE STUCCO COATED.
DETAIL #2
'A'
'D'
Z
2" CLR.
#4032" 0/C
2x'DO
DAYLIGHT
10"
CONT
O
•
X' DOWEL
�
V
PROVIDE 4"DIA. SDR 35
Q
PERF PIPE W11 FT WIDE
Z
OF 4 TO 1 " GRAVEL
WRAPPED W1 MIRAFI 140N
p-
FILTER FABRIC TO WITHIN
1 FT OF FG - SLOPE TO
Op
DRAIN. WATERPROOF
0
r �
/
BACKSIDE OF RETAINING
WALL.
#4 HORZ. CONT. @18" O/C
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + i SEISMIC/WIND.
2. EQUIVALENT FLUID PRESSURE = 45 PCF.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
SLUMP BLOCK AND SPLITFACE BLOCKARE ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE WALL
IS TO BE STUCCO COATED.
DETAIL #2
'A'
'D'
Z
� v
#4032" 0/C
2x'DO
DAYLIGHT
10"
CONT
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + i SEISMIC/WIND.
2. EQUIVALENT FLUID PRESSURE = 45 PCF.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
SLUMP BLOCK AND SPLITFACE BLOCKARE ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE WALL
IS TO BE STUCCO COATED.
DETAIL #2
'A'
'D'
'X' DOWEL
#4032" 0/C
#4032" 0/C
TOLL BROTHERS
STONE CREEK RANCH
TRACT No. 30834
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
ORCO RETAINING WALL WITH LEVEL BACKFILL
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 & 4
OF THE MASONRY STEM.
v �
14 HORZ CONT. @
12" O/CAS SHOWN.
6" I. 12"
B'
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + 17 SEISMIC/WIND.
2. EQUIVALENT FLUID PRESSURE = 45 PCF.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
'HT'
WALL PER
'C'
DETAIL #1
NOTE: PROVIDE DOWEL &
A'4 DROP-IN BAR A A T EACH
OR #2
SIDE OF CONTROL JOINTS,
4"
ENDS OF WALLS AND @ WALL
N/A
HEIGHT CHANGES
ol 2'-9" MIN.
OPTIONAL CAP
2'-8"
V-9"
LEVEL BACKFILL
#4@32" 0/C4/"
J
COMPACTED TO MIN.
90% COMPACTION
#4 HORZ CONT.
PER ASTM 1557-D
@ 24" O/C
#4@32" 0/C J49"
#4@32" 0/C /5"
IF I'D uj
CL
W Z O
D' DOWEL00
4'-0"
k OCK
Q eC-1 g
l'-0"
lo b
PROVIDE 4"DIA. SDR 35
OPERF
PIPE W1 SFT WIDE
U
OF 4 TO 1"GRA VEL
D W1 AFI 14OTHIN
/8„
FABRIC
FILTER FABRIC TO WITHIN
FILTER T
3'-3"
1 FT OF FG - SLOPE TO
#4@l6" 0/C165"
DRAIN. WATERPROOF
• BACKSIDE OF RETAINING
WALL.
N
ti
•
'E' BAR
3" CLR.
v �
14 HORZ CONT. @
12" O/CAS SHOWN.
6" I. 12"
B'
DESIGN CRITERIA PER THE 2019 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF + 17 SEISMIC/WIND.
2. EQUIVALENT FLUID PRESSURE = 45 PCF.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 300 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60.
6. SEISMIC - 1 SEC. ACCELERATION = 60% PER SOILS REPORT.
7. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
'HT'
'B'
'C'
'D' DOWEL
'E' BAR
2'-0"
V-6"
4"
#4@32" o/81
N/A
—j33"
2'-8"
V-9"
6"
#4@32" 0/C4/"
J
N/A
8„
#4@32" 0/C J49"
#4@32" 0/C /5"
4'-0"
2'-9"
l'-0"
#4@16" 0/C57"
#4@l6" 0/C 2/"
8„
/8„
4'-8"
3'-3"
V-2"
#4@l6" 0/C165"
#4@l6" O/C 27"
8"-]
F
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
SLUMP BLOCK AND SPLITFACE BLOCK ARE ACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM
A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2"INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10, FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12, MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE
WALL IS TO BE STUCCO COATED.
ENGINEERING STAMP APPROVAL IS CONDITIONAL;
REQUIRING USE OF ORCO MANUFACTURED CMU ON
ALL ORCO WALL SYSTEM DESIGNS.
DETAIL #3
PRU, — I ON
�EFtDU
Lu Q o�2��02� m
N0. 83660 D
* EXP. 03/3//2023
PT9T C / v 1 \- ��\P
F o
OF CA0�
TOLL BROTHERS
STONE CREEK RANCH
TRACT No. 30834
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.