BWFE2020-0208BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 07/20/2020
ISSUED DATE: 08/31/2020
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Wall / Fence
81710 HAFLINGER WY
BWFE2020-0208
767800006
$5,000.00
Owner:LENNAR HOMES OF CALIFORNIA INC
980 Montecito Drive, Suite 302, Corona, Ca 92879
Applicant:LENNAR HOMES OF CALIFORNIA INC
980 Montecito Drive, Suite 302, Corona, Ca 92879
Contractor:LENNAR HOMES OF CALIFORNIA INC
980 Montecito Drive, Suite 302, IRVINE, CA 92618
Declaration / Acknowledgement
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors’ State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 7031.5,
Business and Professions Code: Any city or county that requires a permit
to construct, alter, improve, demolish, or repair any structure, prior to its
issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the
Contractors’ State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] Any violation of Section 7031.5 by any applicant for a permit
subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors’ State License Law does not apply to an owner of
property who, through employees’ or personal effort, builds or improves
the property, provided that the improvements are not intended or offered
for sale. If, however, the building or improvement is sold within one year of
completion, the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors’ State License Law.
As an Owner-Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner-builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS’ COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION
TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION
3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.
1) Has and will maintain a certificate of consent to self-insure for workers’
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has and will maintain workers’ compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which
this permit is issued.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers’ compensation laws of California, and agree that, if should
become subject to the workers’ compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being performed under or
pursuant to any permit issued as a result of this application, the owner, and
the applicant, each agrees to, and shall defend, indemnify and hold harmless
the City of La Quinta, its officers, agents, and employees for any act or
omission related to the work being performed under or following issuance of
this permit.
2) Any permit issued as a result of this application becomes null and void if
work is not commenced within 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. Agree to comply with all city and county ordinances and
state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above-mentioned property for
inspection purposes.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 10/11/24 10:53 am Page 1 of 3
Permit Type:
Permit Number:
Property Address:
Wall / Fence
BWFE2020-0208
81710 HAFLINGER WY
BUILDING PERMIT
LENNAR HOMES/ 145LF OF 6' GARDEN WALLS AT PL *** 145LF OF 6' GARDEN WALL AT SOUTH, AND EAST PROPERTY LINES,
[PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING
WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES.
Use of Permit
Construction Details
145Total Block Wall LF
Valuation Details
Type Group Sq Ft Value
Financial Information
Fee AmountFee Amount PaidInvoice No.
PERMIT-BWFE2020-020
8
$10.00 RECORDS MANAGEMENT FEE $10.00
$5.00 TECHNOLOGY ENHANCEMENT FEE $5.00
$67.08 WALL/FENCE - FIRST 100LF PC $67.08
$1.00 BSAS SB1473 FEE $1.00
$53.67 WALL/FENCE - FIRST 100LF $53.67
$16.10 WALL/FENCE - EA ADDITIONAL 50LF $16.10
$152.85 $152.85 Total for Invoice PERMIT-BWFE2020-0208
Grand Total for Permit $152.85 $152.85
Workflow / Inspections
Workflow Step / Action Name Action Type Start Date End Date
Inspections v.1 07/20/2020 0:00
FINAL** v.1 Inspection
FOOTINGS v.2 Inspection
FOOTINGS v.1 Inspection
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Inspections
Printed: 10/11/24 10:53 am Page 2 of 3
Permit Type:
Permit Number:
Property Address:
Wall / Fence
BWFE2020-0208
81710 HAFLINGER WY
BUILDING PERMIT
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Certificate of Occupancy
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Service Utilities
Printed: 10/11/24 10:53 am Page 3 of 3
PERMIT INSPECTION HISTORY REPORT (BWFE2020-0208)
FOR CITY OF LA QUINTA
Wall / Fence 07/20/2020Application Date:Permit Type:767800006Parcel
Wall / Fence 08/31/2020Work Class:Issue Date:81710 HAFLINGER WY
LA QUINTA, CA 92253
Address:
Finaled Expiration Date:Status:Description:LENNAR HOMES/ 145LF OF 6'
GARDEN WALLS AT PL *** 145LF OF
6' GARDEN WALL AT SOUTH, AND
EAST PROPERTY LINES, [PROTO II
SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2019
CALIFORNIA BUILDING CODES.
Owner:Contractor:Applicant:LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC
Scheduled
Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection
Required?CompleteActual
Start Date
12/30/2020 Footing ECON:2012290346
52013
Approved Kirk Kirkland No Complete
Comments: eTRAKiT Inspection Request
NOTES Created By TEXT Created Date
System Administrator 12/29/2020 3:46 PM LENNAR HOMES OF
CALIFORNIA INC
Contact Name: LENNAR HOMES OF
CALIFORNIA INC
Site Address: 81710 HAFLINGER WY
Phone: 9497891600
e-Mail: carey.adams@lennar.com
12/29/2020
01/21/2021 Footing JAN:210121020831
0549
Approved Julio Anaya No Complete
NOTES Created By TEXT Created Date
Julio Anaya REMAINING PORTION OF FOOTINGS, SOUTH
P/L (FRONT)
01/21/2021
03/03/2021 Final Building ECON:2103020200
16929
Approved Kirk Kirkland No Complete
Comments: eTRAKiT Inspection Request
NOTES Created By TEXT Created Date
System Administrator 3/2/2021 2:00 PM LENNAR HOMES OF
CALIFORNIA INC
Contact Name: LENNAR HOMES OF
CALIFORNIA INC
Site Address: 81710 HAFLINGER WY
Phone: 9497891600
e-Mail: carey.adams@lennar.com
03/02/2021
78-495 Calle Tampico Page 1 of 1October 11, 2024
LEGEND
PROPERTY LINE Block Wall Detail S 1.1, S 1.2
— — — — — — — — PUBLIC UTILITY EASEMENT Length 145 LF
— — — — — — RIGHT-OF-WAY (R/W) Height 6'-6.8'
WATER MAIN
SEWER MAIN
FIRE HYDRANT
® WATER METER
S SEWER LATERAL
TW 48s.67
TF 479.nr
HAFLINGER WAY
TW a8s.00
TF 478.33
w NOTE: DIMENSIONS SHOWN ARE TO NOTE: PLOT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT
VOR.�� BUILDING FACE AND NOT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. DRY UTILITIES ARE NOT
ARCHITECTURAL POP -OUTS SHOWN ON THIS PLAN.
MSA CONSULTING, INC, LENNAR / GRIFFIN RANCH OCT. 2019
> PLANNING > CIVIL ENGINECA9 LAND SURVEYING TRACT NO. 32879
34200 Bob Hope Drive, Rancho Mirage,ge,CA 92270
760.320.9811 msaconsultinginc.com LOT AREA
WALL PLAN - LOT 81 11,400 SF
LENNAR
980 MONTECITO DRIVE 81 - 710 Haflinger Way
CORONA, CA 92879 SCALE 1'=30'
(951) 817-3663 LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
gill
�
Ali
INCH DEPTH AT TOP OF 2:1 SLOPE
EfBACK - FACE
ADDED DEPTH TO
FTG TO TOP OF
BOT OF CONT
SLOPE
TRENCH FTG
I' 0" MIN
0'-011
0'-3" MIN
0'-1.0"
MAX WALL
MIN FTG
PT ROD
HEIGHT
8" CMU
DEPTH
SPACING
2'-2"
6'-0" O.C.
2'4'
4'-8" O.C.
2 MIN
�1
KEYNOTES
1. POST TENSION ROD. REFER TO
SCHEDULE FOR SPACING
2. HORIZONTAL JOINT REINFORCING
PER GSN. PLACE IN FIRST TWO
JOINTS BELOW PLATE WASHER
AND 2' 0" O.C. THEREAFTER
UNTIL THE TOP OF FOOTING IS
REACHED
3. #4 CONT RFINF
4. TOP OF LEVEL NATURAL GRADE
OR COMPACTED SUBGRADE
5. 3" MORTAR COVER AROUND
COUPLER AND/OR POST
TENSIONED ROD AT FIRST
COURSE
6, AT 6'-8" FENCE WALL: 1) 4
VERT AT 48" O.C. W S D OOK
iN CENTER OF TRENCH FTC.
ROTATE RFINF TO MAINTAIN 3"
CLR ALL AROUND
NOTES
A. REFER TO GSN AND TYP0L
DETAILS FOR ADDITIONAL
RFQ0RFMENTS AND ITFMS
SHOWN BUT NOT NOTED
B. WALL SHALL NOT BE USED AS
A FLOOD WALL OR OTHERWISE
SURCHARGED, UNO
�r C. PLACE FIRST BLOCK INTO WET
CONC TO RECESS 1/2" MIN,
MIN 3/4" MAX
8" MIN CANT TO DAYLIGHT D. SPECIAL INSPFCTION AS
1
REQUIRED 8Y JURISDICTION
FTC
t.i TYPICAL 6'-0" & 6'-8" PROTO-II 6" CMU FENCE W
F=t_, I-10- l NG & SAFETY DEPT.
4�
FOR C0fq&-VRUGTI0i'lJ
Ifl
DATE' Hy
CONT TRENCH FTG
PROJECT: PROTO II STANDARD PLANS
WIND EXPOSURE C AT i 10 MPH
LA QUINTA, CA
TITLF, TYPICAL DETAILS
tJ DESCRIPTION DATE
r
PROTO-IITM WALL SYSTEMS DATE:85-29-18
R I M R O C K E N G i N F E R! N G
9080 W. CHEYENNE AVE., STE 120
3612 CALIFORNIA AVE ATTN: MARIO SALAZ.AR PROJ No.: STD
LONG BEACH. CA 90807 H# (5 2)
8 29 SHEET:
LAS VEGAS, NV 89129
ot7ot
S1.1
PK 702-838-5311
U.S. PATENTED 5.794,921. & 8,431.797, & 7,188.453, & 0,632,048, 7.454,870, & 7.461,487
PROTO-11 WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
SEAL:
IlF F2
� � Z
m
* l=XR 6/30/20
up C! V 11.
\TF OF CAI-\F
05-29-18
mpxlpA�
DIP FTG DEPTH AT TOP OF 2:1 SLOPE
SETBACK - FACE OF FTG
TO TOP OF SLOPE
MIN DIP FTG
DEPTH
l'-0" MIN
2'-4"
0'-3" TO 0'-11"
S-I"
MAX WALL
MAX DIP
PT ROD
HEIGHT
FOOTING
SPACING
SPRING
6" CMU
1
6'-0"
10'-0" O.C.
6'-0" O.C.
6'-8" 1
8'-0" O.C.
4'-8" O.C.
SETBACK
EQ % . EO
,I
5 I ' i
�l� 6
2 MIN
n
W
0
z
5-0" MIN
TO DAYLIGHT
m
POST TENSION ROD. REFER TO
SCHEDULE FOR SPACING
2. HORIZONTAL JOINT REINFORCING
PER GSN. PLACE IN FIRST TWO
JOINTS BELOW PLATE WASHER
AND 2'-0" Q.C. THEREAFTER
UNTIL THE TOP OF FOOTING IS
REACHED
MA I SECTION AT ON
I OTING
6'-0" & 6'-8" PROTO-II 6" CMU FENCE W
Pf-;UlNG & Sy,{~FETY DEEPT.
PROJECT: PROTO II STANDARD PLANS
WIND EXPOSURE C AT 110 MPH
LA QUINTA, CA
TITLE: TYPICAL DETAILS
PROTO-1 ITMWALL SYSTEMS IDATE- 05-29.18
3612 CALIFORNIA AVE ATTN: MARIO SALAZAR [:::S1.2
J No.: STD
LONG BEACH, CA 90807 PH# (562 477-8529 SHEET:
www.proto2mom msalazar@protoii.com
U.S. PATENTED 5.794.921. 5 6,431,797. 6 7,166,453. S 6.632.048, 7,454.870, & 1.461,401
PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
KEYNOTES (tiONTI
4. TOP OF LEVEL NATURAL GRADE OR
COMPACTED SUBGRADE
5. CONT. CONCRETE SETTING PAD
6. THICKEN CONCRETE SETTING PAD TO
PROVIDE 3" MIN COVER AROUND PT
ROD AND NUT, AS REQ'D, WHERE PT
ROD DOES NOT ALIGN W/ DIP
FOOTING
7. LINE OF DIP FTC BEYOND
8. TRENCH MAY BE OVER EXCAVATED AS
SHOWN. FILL W/ COMPACTED FILL
PER GSN OR CONCRETE
9. VERTICAL REINF W/ STD HOOK AT
DIP FOOTINGS FOR WALLS OVER
6'-0" HIGH. USE (1) #4 IN CENTER
OF DIP
10. 3" MORTAR COVER AROUND COUPLER
AND OR POST TENSIONED R00 AT
FIRS COURSE
hm
A. REFER TO GSN AND TYPICAL DETAILS
FOR ADDITIONAL REQUIREMENTS AND
ITEMS SHOWN BUT NOT NOTED
S. WALL SHALL NOT BE USED AS A
FLOOD WALL OR OTHERWISE
SURCHARGED, LINO
C. PLACE FIRST BLOCK INTO WET CONC
TO RECESS 1/2" MIN, 3/4" MAX
D. SPECIAL INSPECTION AS REQUIRED BY
JURISDICTION
E. NO COLD JOINTS ALLOWED IN DIP
FOOTING
F. POST TENSION ROD SPACING DOES
NOT NEED TO LINE UP W/ DIP
SEAL: ! '
o y z
m
* EXP. 6/30/20
cl v 1\-
F OF' CAUL
05-29-18
LEGEND
BWFE2020-0208
PROPERTY LINE
CITY TA
LAVsi
— — — — — —
— — PUBLIC UTILITY EASEMENT
uImNGDIVF ON
— — — — —
— RIGHT-OF-WAY (R/W)
APPROVED
—
WATER MAIN
FOR CONSTRUCTION
sv: oATE: 07/21/2020
�q
—
SEWER MAIN
l�E
FIRE HYDRANT
145LF OF 6' GARDEN WALL AT SOUTH, AND EAST PROPERTY
®
WATER METER
LINES, [PROTO II SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED
S
SEWER LATERAL
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019
CALIFORNIA BUILDING CODES
Block Wall Detail S1.1, S1.2
Length 145 LF
TW 486.6
TW 486.67
TF 479.00
T(
TOP
T<
TOE
JF�476.67
TW 484.00
CO
483.33
TF 476.67
Lr
LOT 81
PLAN 2XB
®O
12.96'
FF 477.87
®O
0
PE 477.2
®O
TW 483'
483.33
s TF 47
f#
G 477.2
8.5
TF 476.67
cV
—
TW 484.00
FG 477.2
TF 476.67
N TW 483.33
N
TW 483.33
FG 476.8
TF 476.00
TF 476.00
04
J5 ft
HAFLINGER WAY
s
-
s
w NOTE: DIMENSIONS SHOWN ARE TO NOTE: PLOT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE TITLE REPORT
BUILDING FACE AND NOT FOR DIMENSIONS, EASEMENTS, AND OTHER INFORMATION OF RECORD. DRY UTILITIES ARE NOT
ARCHITECTURAL POP -OUTS SHOWN ON THIS PLAN.
MSA CONSULTING, INC LENNAR / GRIFFIN RANCH OCT. 2019
> PLANNING > CIVIL ENGINECA9 LAND SURVEYING TRACT NO. 32879
34200 Bob Hope Drive, Rancho Mirage,ge,CA 2270
760.320.9811 msaconsultinginc.com LOT AREA
LENNAR WALL PLAN - LOT 81 11,400 SF
980 MONTECITO DRIVE 81- 710 Haflinger Way
CORONA, CA 92879 SCALE 1'=30'
(951) 817-3663 LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
gill
�
Ali
INCH DEPTH AT TOP OF 2:1 SLOPE
EfBACK - FACE
ADDED DEPTH TO
FTG TO TOP OF
BOT OF CONT
SLOPE
TRENCH FTG
I' 0" MIN
0'-011
0'-3" MIN
0'-1.0"
MAX WALL
MIN FTG
PT ROD
HEIGHT
8" CMU
DEPTH
SPACING
2'-2"
6'-0" O.C.
2'4'
4'-8" O.C.
2 MIN
�1
KEYNOTES
1. POST TENSION ROD. REFER TO
SCHEDULE FOR SPACING
2. HORIZONTAL JOINT REINFORCING
PER GSN. PLACE IN FIRST TWO
JOINTS BELOW PLATE WASHER
AND 2' 0" O.C. THEREAFTER
UNTIL THE TOP OF FOOTING IS
REACHED
3. #4 CONT RFINF
4. TOP OF LEVEL NATURAL GRADE
OR COMPACTED SUBGRADE
5. 3" MORTAR COVER AROUND
COUPLER AND/OR POST
TENSIONED ROD AT FIRST
COURSE
6, AT 6'-8" FENCE WALL: 1) 4
VERT AT 48" O.C. W S D OOK
iN CENTER OF TRENCH FTC.
ROTATE RFINF TO MAINTAIN 3"
CLR ALL AROUND
NOTES
A. REFER TO GSN AND TYP0L
DETAILS FOR ADDITIONAL
RFQ0RFMENTS AND ITFMS
SHOWN BUT NOT NOTED
B. WALL SHALL NOT BE USED AS
A FLOOD WALL OR OTHERWISE
SURCHARGED, UNO
�r C. PLACE FIRST BLOCK INTO WET
CONC TO RECESS 1/2" MIN,
MIN 3/4" MAX
8" MIN CANT TO DAYLIGHT D. SPECIAL INSPFCTION AS
1
REQUIRED 8Y JURISDICTION
FTC
t.i TYPICAL 6'-0" & 6'-8" PROTO-II 6" CMU FENCE W
F=t_, I-10- l NG & SAFETY DEPT.
4�
FOR C0fq&-VRUGTI0i'lJ
Ifl
DATE' Hy
CONT TRENCH FTG
PROJECT: PROTO II STANDARD PLANS
WIND EXPOSURE C AT i 10 MPH
LA QUINTA, CA
TITLF, TYPICAL DETAILS
tJ DESCRIPTION DATE
r
PROTO-IITM WALL SYSTEMS DATE:85-29-18
R I M R O C K E N G i N F E R! N G
9080 W. CHEYENNE AVE., STE 120
3612 CALIFORNIA AVE ATTN: MARIO SALAZ.AR PROJ No.: STD
LONG BEACH. CA 90807 H# (5 2)
8 29 SHEET:
LAS VEGAS, NV 89129
ot7ot
S1.1
PK 702-838-5311
U.S. PATENTED 5.794,921. & 8,431.797, & 7,188.453, & 0,632,048, 7.454,870, & 7.461,487
PROTO-11 WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
SEAL:
IlF F2
� � Z
m
* l=XR 6/30/20
up C! V 11.
\TF OF CAI-\F
05-29-18
mpxlpA�
DIP FTG DEPTH AT TOP OF 2:1 SLOPE
SETBACK - FACE OF FTG
TO TOP OF SLOPE
MIN DIP FTG
DEPTH
l'-0" MIN
2'-4"
0'-3" TO 0'-11"
S-I"
MAX WALL
MAX DIP
PT ROD
HEIGHT
FOOTING
SPACING
SPRING
6" CMU
1
6'-0"
10'-0" O.C.
6'-0" O.C.
6'-8" 1
8'-0" O.C.
4'-8" O.C.
SETBACK
EQ % . EO
,I
5 I ' i
�l� 6
2 MIN
n
W
0
z
5-0" MIN
TO DAYLIGHT
m
POST TENSION ROD. REFER TO
SCHEDULE FOR SPACING
2. HORIZONTAL JOINT REINFORCING
PER GSN. PLACE IN FIRST TWO
JOINTS BELOW PLATE WASHER
AND 2'-0" Q.C. THEREAFTER
UNTIL THE TOP OF FOOTING IS
REACHED
MA I SECTION AT ON
I OTING
6'-0" & 6'-8" PROTO-II 6" CMU FENCE W
Pf-;UlNG & Sy,{~FETY DEEPT.
PROJECT: PROTO II STANDARD PLANS
WIND EXPOSURE C AT 110 MPH
LA QUINTA, CA
TITLE: TYPICAL DETAILS
PROTO-1 ITMWALL SYSTEMS IDATE- 05-29.18
3612 CALIFORNIA AVE ATTN: MARIO SALAZAR [:::S1.2
J No.: STD
LONG BEACH, CA 90807 PH# (562 477-8529 SHEET:
www.proto2mom msalazar@protoii.com
U.S. PATENTED 5.794.921. 5 6,431,797. 6 7,166,453. S 6.632.048, 7,454.870, & 1.461,401
PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
KEYNOTES (tiONTI
4. TOP OF LEVEL NATURAL GRADE OR
COMPACTED SUBGRADE
5. CONT. CONCRETE SETTING PAD
6. THICKEN CONCRETE SETTING PAD TO
PROVIDE 3" MIN COVER AROUND PT
ROD AND NUT, AS REQ'D, WHERE PT
ROD DOES NOT ALIGN W/ DIP
FOOTING
7. LINE OF DIP FTC BEYOND
8. TRENCH MAY BE OVER EXCAVATED AS
SHOWN. FILL W/ COMPACTED FILL
PER GSN OR CONCRETE
9. VERTICAL REINF W/ STD HOOK AT
DIP FOOTINGS FOR WALLS OVER
6'-0" HIGH. USE (1) #4 IN CENTER
OF DIP
10. 3" MORTAR COVER AROUND COUPLER
AND OR POST TENSIONED R00 AT
FIRS COURSE
hm
A. REFER TO GSN AND TYPICAL DETAILS
FOR ADDITIONAL REQUIREMENTS AND
ITEMS SHOWN BUT NOT NOTED
S. WALL SHALL NOT BE USED AS A
FLOOD WALL OR OTHERWISE
SURCHARGED, LINO
C. PLACE FIRST BLOCK INTO WET CONC
TO RECESS 1/2" MIN, 3/4" MAX
D. SPECIAL INSPECTION AS REQUIRED BY
JURISDICTION
E. NO COLD JOINTS ALLOWED IN DIP
FOOTING
F. POST TENSION ROD SPACING DOES
NOT NEED TO LINE UP W/ DIP
SEAL: ! '
o y z
m
* EXP. 6/30/20
cl v 1\-
F OF' CAUL
05-29-18