BWFE2017-022478-495 CALLE TAMPICO D ��
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype:
WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2017-0224
Property Address:
54860 DAMASCUS DR
APN:
767790049
Application Description: GRIFFIN RANCH / BLOCK WALL/ LOT 2I
Property Zoning: Ing A—E
a �n
Application Valuation: $1,000.00 J��__��n��
Applicant:
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
CORONA, CA 92879
LICENSED CONTRACTOR'S DECLARATION
DEC 14 2011
COt murI CITY
OQ_PpDEVE OPvENTDEqENT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License/Class: _ License No.: AEC674
Date: f/ 1� 7 ' Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 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
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. 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).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does, the work
himself or herself through his or her own employees, 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
he or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/20/2017
Owner:
LENNAR HOMES OF CALIFORNIA INC I
25 ENTERPRISE
ATTN GOREEN MJELLER
ALISO VIEJO, CA 52656
Contractor:
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
CORONA, CA 928.-9
(951)817-3526
Llc. No.: AEC674
WORKER'S COMPENSATDN DECLARATION
I hereby affirm under penalty of perjury one ofrthe following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700tof the Labor Code, for the performance
of the work for which this permit is issued.
1 have 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. My workers' compensation insurance carrier and policy number are:
Carrier: Policy Number:
I certify that in the: performance of be work for which this permit is issued, I
shall not employ any person in any manner so a to become subject to the workers'
compensation laws of California, and agree thai, if I should become subject to the
workers' compensation provisions of Section 3 -ADO of the Labor Code, I shall forthwith
comply with those provisions. ,
Date: / Q J q 1� Applicant:
WARNING: FAILURE TO SECURE WORKERS' CONIPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($.100,0004. IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOVAEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this applic.–tion is made, each person at whose
request and for whose benefit work is 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 Cly 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 applicafon becomes null and void if work is
not commenced within 180 days from date of is--uance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and stat= that the above information is correct.
I 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.
Date: Signature (Applicant oi Agent):
Y I 7v
T
Date:. 11/20/2017
Application Number: BWFE2017-0224
Owner:
Property Address: 54860 DAMASCUS DR
LENNAR HOMES OF CALIFORNIA INC
APN: 767790049
25 ENTERPRISE
Application Description: GRIFFIN RANCH / BLOCK WALL/ LOT 210
ATTN GOREEN MUELLER
Property Zoning:
ALISO VIEJO, CA 92656 .
Application Valuation: $1,000.00
Applicant:
Contractor:
LENNAR HOMES -SHELLY JORDAN
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
980 MONTECITO DR STE 3.00
CORONA, CA 92879
CORONA, CA 92879
(951)817-3526 .
-------------------------------------------------------------------------=-------------------
Li c. "No.: AEC674
Detail: 10 LF OF 5' RETAINING WALL [PROTO TYPE II 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. PER 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0 $15.60
DESCRIPTION
ACCOUNT
QTY AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0 $52.01
DESCRIPTION
ACCOUNT
QTY AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0 $65.02
Total Paid for BLOCK WALL: $132.63
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENIT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
f 6� J;WHERE RE
STANDARDS
Tl!
'SHALL "B
7, :RETAINING.
z
USED 'IN A
NON-SURC
EXISTS 0
Of (1.5)-(
o FROM - B91
QTHEfqASE
A PLAN.'(
REV 'DtSO
I. REINFQRGNG
FERENCE IS MADE TO VARIOUS TEST
MINIMUM RECOMMENDATIONS m APPLICABLE
DUILDING.CODF-,;CtASS OF -SOIL ON SITE IS
'.FOR. MATERIALS,. SUCH REFERENCE
CONCRETE.
UMILILn iflu .. I I ' J 1 4.
LADDER TYPE, � 9. OCE DIA1490. LAP ' DINT.
BASIS FOR.DESjGN
.FOUNDATION
1.
MINIMUM '28' JdAY COMPRESSIVE: STRENGTH OF,
'C).SHAUL,'6E-25bb'PSL CONCRETE
L
BUILDING CODE; CALIFORNIA BUILDING CODE 20'16 I.
:SITE *PREPARATION 60 GRADING OEOUIRE41ENTS
FROM -THEXE011CHNIM'REPORT AND ANY"
A.
REFER TO LAP SCHEDULE FOR MINIMUM'O.C.
SPACING " LIP'. SPLICE LINUHS! IN CONCRETE AND
EN UPPER STRUCTURES ME A'MIN DISTANCE
1
SOIL. -PARAMETERS::
ACTIVE * PRESSURE 30 :PCF
ADDENDA ALONG r 1V/:"ANY 1M. INSPECTIONS.
FIELD I OBSERVATIONS- OR APPROVAL FROM THE
CONVENTIONAL' MASONRY
MA8,0140,,WID� 1400K NGTI-IS:' NO WELDING (("TACK,
SPOT, ETC.) ' --bf. REINFORCING
is lh6E'-uO'cW HAVE BEEN PREPARED USING
OF., 145 PCF USING. 4W.� ROCK AGGREGATES
'
. . .
,. . . .9
-SOIL IVEIGHT..*..4.............i.,..,..'..120 PCF
GEOTECHNICAL ENGIRaR RECOMMENDED BY,THE.
;STA
STANDARDS, PROFESSIONAL CARE SKI
ORDINARILY' UNDER SIMILAR.-CONPITIONS.
'A ro j LAP' LENGTH.-
SP.LI�CtS kI r4dWO' 1)
FOR i.
CONFORMING 10 C33
HT, LWEEAR
NORMAL -WEIGHT
HOLLMY, BEARING PRECISION
= I . ,
CONCRETE � MASONRY UNh, (CMU
M.C_11D. MINIMUM COMI
?iv�
IL. REAPING 'PRESSURE ... 1506 :PSF
'PASSIVE PRESS . URE 50, PCF
GEOTECHNICAL, REPORT SHALL ' ' BE: COMPLETED PRIOR
TO CONSTRUCTION:OF.f.OUNDATIONS, Ir, NO -
5.
ALL REINFORCEMENT SHALI L BE BENT COLD NO`
.5W FIELD AT THE SAME, TIME - IN 'THE.SAME':OR.
FRICTION COEFFICIENT
GEOTECHNICAL REPORT 'IS' SUBMITTED, SHE
AJE
2
FIELD ,BNDING.OFBARS iSIALOVIED UNLESS:
'l
NT AS,
USE E V. REDID
TIP PORTLAND CEMENT
BE'PLACEO JN RUNNING. BOND LINIOGXS
TICAL qu� IN
&
PREPARATION ANO GRADING -SHALL -BE PER COG
'-1804.'
APPROVED I.BY; THE ENGINEER.
3,,
SEISMIC DESIGN:'.
-.OR
CONFORMING'TO._ASW':CI6Q 2..
SECTION
'6.
SUPP60i REINFORCEMENT ADEQUATELY TO SECURE
GROUT COMPRESSIVE STRENGTH EQUALS OR ' - -
'THAN'-2D0b'P.SL
$SdeRCINFORCEMENT:.'AGAINST:DISPLACEMENT,DURIKIG
S" 0
ACCEPTED STANDARD GOOD PRACTICE.. -NOT-
W IN THE TIME, OF CONSTRUCTION.ANDAV/IN: THE
dlylETIME OF. THE: WALL; JHE'OWNER MUST -ENSURE
A MAXIMUM OF 90 MINUTES1AAY. ELAPSE BETWEEN'
CONCRETE PLACEMENT' IN -THE ! FOOTING AND. GROUT '
.
EVERY CONDITION QR IELEMENT'JS'(OR CAN BE)
-4.
SECOND)
0 '0
CLASS
DOWN GROW 1-1/2" BELOINTOP 0 01
THAT ALL SURFICIAL'DRAJNAGE IS `DIRECTED
y
EXPLI r 'X:SHOWN ON THESE 0
.*
PLACEMENT IN THE CMU. '
PLACEMENT.
GROUT LIFT JPINTS.'
SITS �Hop
S
SOI ( SEC
FRO.M.THE .WALL SYSTEM
7-
PROVIDE VERTICAL Rri0oklk& BARS-, i Ks
WORK :NOT EXPLICITLY SHOWN.
AND PLACING sW.L Comm To CBC SECTION
SEISMIC DESIGN -3.
FOUNDATION: INSPECTION PRIOR TO PLACEMENT OF
INTO JOOTING PER APPLICABLE DETAIL Sl(cnh(00)!,No; IN
1905.,
MIN OF 4.:HCURS'OLD PRIOR TO INITIAL
ENGINEER: SHALL :NOT AT ANY. TIME :SUPERVISE,.
CONCRETE INCLUDES- FOOTING 51111 LOCATION'AT�
CONCRETE
IMT
GROUTED CELLS AT ALL WALL . INTERSECTIONS,.' -
t
DIRECT OR CONTROL OVER CONTRACTORS
WORK, NOR: SHALL UMEER IHAVE AUTHORITY OVER
4.
't I WIND DESIGN-
GRADE, SIZE DEPTH.ARD CLEANLINESS OF'
d
CORNERS, WALL. ENDS, AND EACH SIDE. OF
CONTROL JOINTS: EXTEND ALL VERTICAL
SWILL'MATERIAL'AND PLACEMENT SKU 13E IN
SHALL BE :(f Xi) 2060 � PSI MIN 'PER .11EUXIT
STRENGTH METHOD, FOR POST -TENSIONED MASONRY
WIND 110 MPH
FOUNDATION.MONAL- SPECIAL INSPECTION AS
-,FOUNDATION
.
"PSI.
SE '
'RISK CATEGORY, I
- PRESSURE '66effi6W - _'174
REQUIRED: BY. JURISOIC
DESIGN ANDA 500 MIN, PER. THE,'.Uxft
REINFORCING JO EITHER CONTINUOUS
OR: WITH :SUFFICIENT tAP REQUIREMENTSAS:EXTERIOR
="F OUR AFBVTY,AT THE
0
GEOTECHNICAL REPORT NOT SUBMITTED.
WIND EXPOSURE....; 4.
FOOTING SHALL. BE LEVEL. STEP, FOOTING, AS
:SITE NOR FOR*SAFETY PRECAUTIONS AND..
PROGRAMS INCIDENT. TO CONTPACTOWS I YM.
&\
INDICATEDYER1. APPLICABLE DETAII:SECTIONS.
BACKFILL SHALL NOT BE: PLACED .AGAINST WALLS
'5,'
DESIGN-.,
'
REO'D WHERE GROUND SLOPES HEIGHT OF STEP
BELOW�GRADE OR ATOP: FOUNDATIONS UNTIL. GROUT
'STRENGTH.
THICKNESS OF'BED jOINTt;.SHALL NOT EXCEED:VPEI
3. ALL INSPECTIONS. REQUIRED BY THE. LADCAL. BUILDING
'FOUNDATION 'DESIGN AND SOIL. PARAMETERS. PER
§W BE tdk TO HEIGHT ff 'CMU: COURSE:
B.-
HORIZONTAL REINFORCING SHALIL - BE, -9 GAGE
r Ahin rnkIM01A T, ASTM 90
f 6� J;WHERE RE
STANDARDS
Tl!
'SHALL "B
7, :RETAINING.
z
USED 'IN A
NON-SURC
EXISTS 0
Of (1.5)-(
o FROM - B91
QTHEfqASE
A PLAN.'(
REV 'DtSO
I. REINFQRGNG
FERENCE IS MADE TO VARIOUS TEST
MINIMUM RECOMMENDATIONS m APPLICABLE
DUILDING.CODF-,;CtASS OF -SOIL ON SITE IS
'.FOR. MATERIALS,. SUCH REFERENCE
CONCRETE.
UMILILn iflu .. I I ' J 1 4.
LADDER TYPE, � 9. OCE DIA1490. LAP ' DINT.
CLASSIFIED AS SM..SP, W. - 09 GP.. LOAD BEARING
�VALUES ARE PER' COC TABLE 1806.2.
1.
MINIMUM '28' JdAY COMPRESSIVE: STRENGTH OF,
'C).SHAUL,'6E-25bb'PSL CONCRETE
R&INfORCING, ONE FOLD �,CROSS, SWARF -(6�
-,MINI MUM lAP).`,HORftNK'RtINF SHALL BE
:HOT -DIPPED, : 'q4yffilqp, , OR. AJ!ftAQVED E
STACKED CONFIGURATION. A._
GENERAL REQUIREMENTS
HARGED NON-STACKED;CONQGURAIION
E.DESIGNED& M APPROVED
EN UPPER STRUCTURES ME A'MIN DISTANCE
MAX RETAINED'HEIGHT) AWAY.-MEASUREO - -3..
REFER: TO
4ABORATClRY.'wNCRETEw§Wi'fIE NORMAL 'WEIGHT
CONVENTIONAL' MASONRY
is lh6E'-uO'cW HAVE BEEN PREPARED USING
OF., 145 PCF USING. 4W.� ROCK AGGREGATES
'
;STA
STANDARDS, PROFESSIONAL CARE SKI
ORDINARILY' UNDER SIMILAR.-CONPITIONS.
FOR i.
CONFORMING 10 C33
HT, LWEEAR
NORMAL -WEIGHT
HOLLMY, BEARING PRECISION
= I . ,
CONCRETE � MASONRY UNh, (CMU
M.C_11D. MINIMUM COMI
?iv�
BY.PR'OF.ESSIONAL."i�'ONSULTANTSPMTIG[NG'INTtiE
-2.
MAXIMUM SLUMP SHALL BE 5 tNCH.E,,S..:. VIATER:S.HAL.L
TO
.5W FIELD AT THE SAME, TIME - IN 'THE.SAME':OR.
BE CLEAN AND POTABLE. .
dF',CIAU'SHALL BE2000'PSI, ALL. J
CONSTRU O
AJE
2
SOAM LOCALITY� _THEY JMTLTHE
DEPICTED WILL BEAK-ORMED..'BY.AN WERIENCED
'l
NT AS,
USE E V. REDID
TIP PORTLAND CEMENT
BE'PLACEO JN RUNNING. BOND LINIOGXS
TICAL qu� IN
4
CONTRACTOR .ANO//.OR WoRtattill6lb HAVE A'
'OlVNER. jURISDICTION; SOILS ENGINEER
VIOWNG KNOW, tE...OFJHE;APPLICAW.0ODE�
-.OR
CONFORMING'TO._ASW':CI6Q 2..
GROUT SHALL CONFORM TWASTM 70476MINIMUM;
`
STANDAROS.:-AND'-REQURaWS AND INDUSTRY-
GROUT COMPRESSIVE STRENGTH EQUALS OR ' - -
'THAN'-2D0b'P.SL
ACCEPTED STANDARD GOOD PRACTICE.. -NOT-
A MAXIMUM OF 90 MINUTES1AAY. ELAPSE BETWEEN'
:EXCEEDS F'A BUT,,N0T LESS HOLD
.
EVERY CONDITION QR IELEMENT'JS'(OR CAN BE)
-4.
CONCRETE AND/OR GROUT BATCHING MD:nELo
DOWN GROW 1-1/2" BELOINTOP 0 01
y
EXPLI r 'X:SHOWN ON THESE 0
PLACEMENT.
GROUT LIFT JPINTS.'
CONTRACTOR SHALL USE INDUSTRY ACCE
STANDARD GOOD:PRACTICE'FOR MISCEIIANEOUS.
C606itt.-OUALITY MJXIkG.'WEATHER PROTECTION 3.
MORTAR SHALL CONFORM:TO ASTM CM.* coc
WORK :NOT EXPLICITLY SHOWN.
AND PLACING sW.L Comm To CBC SECTION
2103, TYPE S;..2000 .PSI MIN., MORTAR," BE A
1905.,
MIN OF 4.:HCURS'OLD PRIOR TO INITIAL
ENGINEER: SHALL :NOT AT ANY. TIME :SUPERVISE,.
TENSIONING'.
t
DIRECT OR CONTROL OVER CONTRACTORS
WORK, NOR: SHALL UMEER IHAVE AUTHORITY OVER
BAC
4.,
NET AREA COMPRESSIVE; STRENGTH.OIF. MASONRY
d
OR ALVONSMR FOR THE MEANS.� METHODS
R
SWILL'MATERIAL'AND PLACEMENT SKU 13E IN
SHALL BE :(f Xi) 2060 � PSI MIN 'PER .11EUXIT
STRENGTH METHOD, FOR POST -TENSIONED MASONRY
TECHNIQUES, SEQUENCES, OR PROCEDURES
ACCORDANCE W MEMMMENDATIONS BY T14E
.
"PSI.
SE '
CIECITECHNItAL OR CBC SECTION 1804 AF
DESIGN ANDA 500 MIN, PER. THE,'.Uxft
0
="F OUR AFBVTY,AT THE
0
GEOTECHNICAL REPORT NOT SUBMITTED.
STRENGTH METHOD. FOR'CbNVEkTIONAL:MASONRY-
TO
:SITE NOR FOR*SAFETY PRECAUTIONS AND..
PROGRAMS INCIDENT. TO CONTPACTOWS I YM.
&\
2.
BACKFILL SHALL NOT BE: PLACED .AGAINST WALLS
'5,'
DESIGN-.,
'
BELOW�GRADE OR ATOP: FOUNDATIONS UNTIL. GROUT
'STRENGTH.
THICKNESS OF'BED jOINTt;.SHALL NOT EXCEED:VPEI
3. ALL INSPECTIONS. REQUIRED BY THE. LADCAL. BUILDING
AND'-Mam- ANt'RFACHED-"DESIGN
DIEFARTMENTS BE
. . . &
GROUT SOLID ALU CONVENTIONALLY-.11ELOF
PROVIDED BY THE BUILDING DEPARTMENT.
.3.
RETA INtNG -.WU: "S I S NOT DESIGNED TO:
CELLS BELOVI: GRAVEi'
-PROVIDE. SPECIAL INSPECTION AS: REQUIRED ON
WITHSTAND. HYDROSTRC PRESSURE.' DRAINAGE
SYSTEM SHALL BE FRONMED'TO. PREVENT'BUILD UP .7.
MASON fts"TICTIONi -INCLUDING NOT
15
PLANS AS REQUIRED BY THE BUILDING, DEPARTMENT.
DROSTATIC. WSSLK. 10 ADDITION.
OF. DRAINAGE
a I ::- MSaY 'AFFECT THE
SHALL .140r.
'ONG
UWIEO.10-,PREI.� RAVOIJKLTOit
IN
REfora.RCEMENT. INSTALLATION -AND GROUT
71
NOT NECESSARILY INOICATEDATA,
SPECIFIC_ LOCATION ON. THE DRAVANG$, TYP. DETAILS
INK SvsTQ*r----7_I,
, _�
j
� - !EKf: SHALL COMPLY WITH CBC SECTION
PK,
2104-�.D�.WZ ACI .530.1.
.ALTHOUGH:
*AND,-NbTES, SHAll- -APPLY. DETAILS MAY SHOWONLY
V n
REINFORCING: G-17' piz
f 6� J;WHERE RE
STANDARDS
Tl!
'SHALL "B
7, :RETAINING.
z
USED 'IN A
NON-SURC
EXISTS 0
Of (1.5)-(
o FROM - B91
QTHEfqASE
A PLAN.'(
REV 'DtSO
I. REINFQRGNG
FERENCE IS MADE TO VARIOUS TEST
twisl. TfEkl#lvLl
CONFORM TO &c
'.FOR. MATERIALS,. SUCH REFERENCE
GRADE 60'..
THE LATEST EDITION ADDENDA.'
2.
LATEST AGDET/
V t )lAl
IAL 3.-,8HALL'.NOT- BE SURCHARGED :OR.
MANUAL OF., STAI
STACKED CONFIGURATION. A._
REINFORCEMENT
HARGED NON-STACKED;CONQGURAIION
PLACEMENT.
EN UPPER STRUCTURES ME A'MIN DISTANCE
MAX RETAINED'HEIGHT) AWAY.-MEASUREO - -3..
REFER: TO
�IV UI IVCCI�1(V L'
-j ['916TfOW. CHEYENNE AVE., STE 210
LAS VEGAS NV 99129 -
PH: 702-838-53 11
PROTOAl WALT
Pm� H-OINGA
OWL -1
G:SHM
qp rip
. 4 r -I
DING; AND
MENTS AT WALL AND FOOTIN
TITLE:
GENERALSTRUCTUR
WOT0-11T.,i. WALL SYSTEMS
41800 CASCADES. COURT ATTN: GARY 0
TEMECULA. CA 92591 PHU(951).694-3
VVWW.PR9_TC?4com garyotto@p'rotct
, h ij�& 6.63"ia:
'STEMS mAy ONLY BE INSTALLED BY APPROVED AND
k
'ilo MPH
AL NOTES
OATS: o2-ociy
PROD No.i STD
rTO
793
OMj SOSHEET:
.2-
CERTIFIED INSTALLERS'
t
W1 SOIL. PER
USED AT FENCE
Sh
i cl)
CD M
N6. C69616,
'c Yl
PRO TO' it
t.
2. PROVIDE CONT FULL HEIGHT RODS W% MIN OF 3`
L" HOOK V!/ :1/2"..NUT AT:ENO OFTEN-SION:ROD
INTO -.FOOTING PER APPLICABLE DETAIL. SECTION•AND
AT CONTROL ANTS'PER.IYR..DETAIL. AT:
:CONTRACTOR'S, OPTION RODS MAY BE STABBED, INTO
WET'CONCREB OR TIED. 1410 PLACE;
'3: IN UEU.Of FULL HEIGHT RODS CONTRACTOR MAY
7 USE'SHORTER RODS1 2'.COUPLERS•AN0
STRUGHi . RODS::THR BOTH ENDS fOR
' AODITIONAL UFFS.NO; COUPLERS MAY. OCCUR
DIREMY BELAW:.ANO IN CONTACT iW/ THE BEARING
P.LATE.iN0 BOND,BEAM BLOCK MAY USED AT'
aPLATE/TENSION LOCATION::
< 4. A `PR0T0. EI DTI:Sfk4 DE Rd�TAl1ED :AT`EYERY .
o TENSION ROD'BETkEN TTS BFARINC-P,IATEAND•
.0 NUT W/ THE'.OTI `iAVS FACING UP -AGAINST -THE
`BOTTOM OF THE' NUT. THE'SPECTAL_DEPUIY
INSPECTION REQUIRED AT TIME OF FINAL
TENSIONING Eff A'TTEPUII INSPECTOR' SHALL VERIFY
i FINAL TENSIONING TO 6,000 LBS BY I: OF 2
METNOOS; METHOD s1 VISUAL .INSPECTION OF DTI, .
TABS; FACING UP AND COLLAPSED AGAINST.NUT.W :
NO UGHT LEAKAGE`:BETWEEN'.THE PROTO !1 Dii .
I BOTTOM:OF NUF:METHOD Z;USE OF.A CALFBRATEO
TOROUE:WRENCH"TORQUED. TO 55 FT=LBS. (DTI.
MUST.STItI BE PLACED WITH METHOD 2. NO VISUAL
INSPECM OF Dn REQUIRED WHEN USING METHOD
2). INSPECTOR SHALL-06%RVE THE.USE;OF
i. THREAD •. LUBRICANT; THE P,OSRION OF...PLATE ::ON,
` BLOCK. AND INTEGRTY OF' MORTAR "JOINTS' IN
FA
'STANDARD ABBREVIATIONS
ACI
AMERICAN CONCRETE INSTITUTE
AISC.
AMERICAN'INSTITUTE-OF
STEEL CONSTRUCTION
ANSI
AMERICAN• NATIONAL. STANDARDS INSTITUTE
ARCH
ARCHITECT/ARCNIIECTURAL PLANS
ALT .
ALTERNATES' .._ -
ASTM
AMERICAN SOGETY FOR TESTING
AND. MATERIAL .
CBC
CALIFORNIA BUILDING :CODE
CL..
CENTERLINE
(LR
CLEAR "'
CMU:
CONCRETE MASONRY UNIT
CONC•
CONCRETE
CONT
CONTINUOUS
DIA OR 4
DIAMETER
DLT
DIRECT TENSION':INDICATOR.
EQ
EQUAL.:.
EVI
EACH WAY
FT.
FOOT,. -
TTG'
FOOTING
GSN.
.
GENERAL.STRUCTURAL NOTES
HORIZ
HORIZONTAL
ICC
INTERNATIONAL CODE COUNCIL
IN
"INFORMATION
K"
KIP (1000. LDS))':
KSI..
KIPS_ PER' SQUARE; INCH.
CBS'
POUNDS..
MFR
MANUFACTURER
MAX:
:MAXIMUM
ON
MINDAW
MISC
MISCELIANEQUS•
ATS
NOT TO SCALE
O:C:
ON=CENTER
PcF
POUNDS"PER UNFAR FOOT
PSF
'POUNDS PER SQUARE'FOOT
PSI
POUNDS PER SQUARE INCH
REINF
REINFORCING,
REQ'D
REQUIHEQ "
SLM
SIMILAR'
SPEC:
.
SPECIFICATION
SQ
SQUARE.
STD
STANDARD .:..
T&B
TOP :AND BQTTOM
THK�
THICK HRICCENESS
TRATYR
.
TYPICAL
UND
UNLESS NOTED.OTHERMSE:
VERT
VERTICAL
W
WITH
/0
WITHOUT
.
1.
7
'
I: z AODITION, THE INSTALLER:SHALL PROVIDE A`SIGNED.: __... a.
a REPORT .TO. ALL. APPROPRIATE' PARTIES:: PROTO.11
o MASONRY::OESIGN.IS:.SASfD ON THIS"SPECLAL
I:o INSPECRON
5. VERTICAL CONTROL JOIMS' TO BE PLACED AT MAX '
'36!-0! O:C W All NON—STUCCOED WAILS AND' ,
20 -0 OX IN STUCCOED VlALLS W/ ;CLEAN' }
a VERTICAL BREAK OF ALL MATERIALS:
6. CONCRETE AT FOOTING SHALL BE A MIN: OF 48.
HOUR5 OLD, CMU .BLOC!( SHALL. BE -A MIN OF` 7.
g DAYS OCD;:& MORTAR.SHALL:BE A -MIN OF 24.HRS '
z OLD., PRIOR W',FINAL TENSIONING.
SAI.:rz�y pE1
P
li rte; CC, s: '.fR 7cErionr
SEAL.
o PROJECT: PROTO II'STANDARD PLANS-
WINDEXPOSURE"GAT 110 MPH
NLA'QUINTA CA m
PLAWCHECK 03-07.17 - - - - - - _ - W - Rl
IJ ~ REVN DESCRIPTION DATE' T,TCE 'GENERAL STRUCTURAL NOTES (CONT) No 0.69616
i - ECP 6. 30/18.•
PROTO-IIT, WALL SYSTEMS DATE o2 os ,T J' ej v i -E rZ IN RIM
PROJ:No :STD
CHEYENNE AVE,O
9030 W. E , STE 2 0 4 TEM CU A CA 92591 (9
1 do -6 CASCADES RT Pi•N15 ) �� 89' ��
- _ LAS VEGAS, NV 09129. WWW PROTQ2 COM' _ garyol o�proloY.COM SQ 3
PH: 702_830P311
R0T0-II WALLSYSTEMS MAY ONLY BE INSTALLED BY APPROVEOnAND CERTIFIED INSTALLERS Q3-07-17:
.a
I: z AODITION, THE INSTALLER:SHALL PROVIDE A`SIGNED.: __... a.
a REPORT .TO. ALL. APPROPRIATE' PARTIES:: PROTO.11
o MASONRY::OESIGN.IS:.SASfD ON THIS"SPECLAL
I:o INSPECRON
5. VERTICAL CONTROL JOIMS' TO BE PLACED AT MAX '
'36!-0! O:C W All NON—STUCCOED WAILS AND' ,
20 -0 OX IN STUCCOED VlALLS W/ ;CLEAN' }
a VERTICAL BREAK OF ALL MATERIALS:
6. CONCRETE AT FOOTING SHALL BE A MIN: OF 48.
HOUR5 OLD, CMU .BLOC!( SHALL. BE -A MIN OF` 7.
g DAYS OCD;:& MORTAR.SHALL:BE A -MIN OF 24.HRS '
z OLD., PRIOR W',FINAL TENSIONING.
SAI.:rz�y pE1
P
li rte; CC, s: '.fR 7cErionr
SEAL.
o PROJECT: PROTO II'STANDARD PLANS-
WINDEXPOSURE"GAT 110 MPH
NLA'QUINTA CA m
PLAWCHECK 03-07.17 - - - - - - _ - W - Rl
IJ ~ REVN DESCRIPTION DATE' T,TCE 'GENERAL STRUCTURAL NOTES (CONT) No 0.69616
i - ECP 6. 30/18.•
PROTO-IIT, WALL SYSTEMS DATE o2 os ,T J' ej v i -E rZ IN RIM
PROJ:No :STD
CHEYENNE AVE,O
9030 W. E , STE 2 0 4 TEM CU A CA 92591 (9
1 do -6 CASCADES RT Pi•N15 ) �� 89' ��
- _ LAS VEGAS, NV 09129. WWW PROTQ2 COM' _ garyol o�proloY.COM SQ 3
PH: 702_830P311
R0T0-II WALLSYSTEMS MAY ONLY BE INSTALLED BY APPROVEOnAND CERTIFIED INSTALLERS Q3-07-17:
KEYNOTES
NOTES
1. HOOK LENGTH INCLUDES BEND
CONCRETE LEN T S BASED
-k CON G H
.11ADUS,AND.EkIENSION'
ON ACI 3 _.1 1, SECTION 12.2.3
LAP FOR TOP
JJITH C 0 LAP SPLICE PER
2, TOP GARS,ARE TRANSVERSE TOP
12.15 -FOR NORMAL WFjGHT'
BARS SO PLACED. MAT. 12" * OR
CONCRETE AND UNCOATED BARS
MORE OF FRESH CONCRETE IS:
.
CAST IN -MEMBER BELOW -SPLICE
8. MASONRY LAP LENGTHS PER COC
3. VERT WALL REINF PER
SECTION 2.107 A,2108
PLAN
C. LAP_LENGTHS .'BASED 6rf OF
A.
ALLOWABLE STRESS OF *
REINFORCINGOF FY=6.0 KSI
c
t
Z3
O
TYPICAL :REINFORCING' LAP 'SCHEDULE
�NO �SCAtf
I Tilt'
PT R60 PT ROD
SPAgNO' -OWM )AAX SPAW
TYPE N
)=.PLAN TYPICAL PROTO 11 CONTROL J
KEYNOTES
cbNC0ljE (I"b=ndo ISI)
MASONRY
(rM=I= PSI).
BAR
HOOK
PER ( I NOTE &C6115 -Al.
LAP FOR TOP
DIFFE ELBIATIONS;
SIZE
LENGTH
LAP-
BARS
LAP
.
.R[.INF
HORIZ SENT REINF .PER
3. VERT WALL REINF PER
THIS: DETAIL NOT REQUIRED
PLAN
:6"
A.
'REINF, INCLUDING, FENCE
14
7'h'
WALLS
C;' PROVIDEZ 8FNT REINF
PETt NOTE2 AT FOOTING
MolSIMILAR
C.
TO
TYPICAL :REINFORCING' LAP 'SCHEDULE
�NO �SCAtf
I Tilt'
PT R60 PT ROD
SPAgNO' -OWM )AAX SPAW
TYPE N
)=.PLAN TYPICAL PROTO 11 CONTROL J
KEYNOTES
NOTES
-1, 'CORNER BARS TO. MATCH:
A: WHERE HORIZ WALl REINF
SIZE AND SPACE OF
PER ( I NOTE &C6115 -Al.
.HORIZ REINF IN WALL
DIFFE ELBIATIONS;
'SIDE OF'JOINT
PROVIDE:BENT REINF- PER
LAP LENGTH.PER TYPICAL
NOT[ -.C2 -).,AT EA, HORIZ. BAR
LAP SCHEDULE
.
.R[.INF
HORIZ SENT REINF .PER
3. VERT WALL REINF PER
THIS: DETAIL NOT REQUIRED
PLAN
AT FENCE VIALL HORIZ
A.
'REINF, INCLUDING, FENCE
WALLS ATOP RETAINING
B.
WALLS
C;' PROVIDEZ 8FNT REINF
PETt NOTE2 AT FOOTING
MolSIMILAR
C.
TO
um
KEYNOTES
1.
EXPANSION JOINT.Ok END
F�'
WALL... AS .00CURS '
2..
TYPICAL WALL OT ROD EACH
'SIDE OF'JOINT
31
#4 VERT. REINF W/ STD ; HOOK
:EMBEDDED 6" MIN" INTO FOOTING,
SOLID GROUT REINIF CdL W/
GROUT OR 8' MAX 0GH MORTAR
-LIFTS
A.
VERTICAL EXPANSION JOINfS.Al
SPACING PER GSN
B.
m. r -OR 'ME. IrMAY BE
USED AT' CONTRACTOR'S OPTION
UNO
C.
HORIZQW4.REINF SHALL NOT*
RUN L0NT'1!IRQUGEI_4W_
r�t rk�
k_.l i
INT
n). I) l,rN I
ft,
(3y
PRCUEOT.
PROTO 11 STANDARD PL
WIND EXPOSURE 6 ATI II)
LA QU INTA, GA
TrrLE:
TYP DETAILS
PROTO-IITM WALL SYSTEMS
41 T - .-ATT&'6ARYOtTO
TEMECULA CA 97591
PHIIITSI)694-3793
garyol 0@protolcom
us. PA'rEMED 6,704,921m 9 8,431,797 &1,168,45%&4632,048, 7.464,870,
PRo-ro-ji WALLSYSTEIVIS MAY ONLY BE. INSTALLED BY APPROVED ANDcERT
Amm
-11 TRANS TOP RONF'PER PLAN
1. CONi - REINF PER PLAN
71�
TOP REINF
L
10.
U4
M
oG No. C69616
N.EXP., 6%30/1.8:; .
c VO_
For
S0.4--
0
0
W
La
0
KEYNOTES
1. POST TENSION ROD
/ 2. NUT
3. DTI
4.. ,BEARING TOP PLATE
5. .COLLAPSIBLE TABS
PROTO. 11, . 6. :MIN TENSION TO: BE 6,000 LBS LOAD
. s ANDCONFIRMED BY ONE OF -TWO
:METHODS. PER NOTES 'Tj" AND "C"
BELOW
PLAN V!
7: AFTER. INSPECTION, PLACE
MORTAR MOUND OVER THE -TOP OF
Q 2: ROD/PUQE/NUT •LOCATION BLOCK
8. OPT CAP BLOCK
9. CONTINUOUS -HORIZONTAL. JOINT
/ REINFORCING PER.GSN
�• 10.. CENTER V0.OR'END FACE SHELL BELOW
Z'J 11 STEEL PLATE SIZES
A 4"PROW & 1 43 z6
A 4 SLUMP !'R 146 It,1/4x2-1/2"x6"
C. 5" PROT0-1k tfd Kd-1 /2.x6`
D.: 6" SLUMP PRO O 11 1( x4iib'
' MOTO-1i 1 4x6= j2•x8"
STEEL PLATE TO PL/tCED AT TIIE.
;.SECTION EDGE OF .THE CELL SO THAT THE.PLATE
BEARS.fULLY'ON.THREE SIDES',
Y 12. 00 NOT USE BOND BEAM BLOCK AT
/ BEARING.PLATE LOCATIONS
s
4. 1 A PROTO-U DTI TO. BE USED AT EACH
12 TENSION M; 4M FACING UP AGAINST
9 BOTTOM OF 12" NUT 'AMD TABS .
COLLAPSED TO ACHIEVE TENSION _(NO
LIGHT PASSES BETWEEN BOT OF' UT AND
'DA)
B- .AS ALTERNATE. TO VISUAL INSPECTION..OF`
TA1iS . INSPECTION OF. NUT TORQUE MAY
B£ A REVED.2Y USE OF CALIBRATED
TORQUE WENCH. TORQUE NUTS TO '55
Ot=M..OTI'ST111 MUST BE PLACED ON
ROD: IS USING' TORQUE VIRENCH METHOD.
SEE :GSN'FDR.'l INFO
X C. DEPUTY .INSPECTOR SHALL PERFORM A-
1 IU VISUAL I.1 TO CONFIRM THE, DTI
Is COUAPSED/ NO LIGHT IFAXS
Q BETWEEN THE T $S AND BOTTOM .UF NUT
INSTALLER MUST HAVE SPECK
i.. i INSPECTION OF TENSIONING PERFORMED
- PERFORATED BY'ONE.OF THE TWO
METHODS NOTED; ABOVE. SPECIAL
.Ptm INSPECTOR, TO PROVIDE A. COMPLETED
REPORT TO LESTED.PART�'((SEE.NOTE.4
UNDER GENERAL REQUIREMENTS. OF GSN)
TYPICAL :TOP: OF ;PROTO 'll :WALL
71'P NO SCALE
PROTO-II
PRdjo-n PRO T051
WIND EXPOSURE C AT 110 MPH
LA QU(NYA, CA ...
KEYNOTES
1, MIN FINISHED BEND DK FQR.ALL
REINFORCING EXCEPT STIRRUPS
ANQ TIES PER THE FOLLOWING:
6"d FOR.:NS AND S'IALLER .
8"d 'FOR ' 9 ,THRU' 11
12 d FOR,#14 AND #18
2. 62-d FFOR '#6 THROO15 AND UGH #8
3.. MIN FINISHED 'BEND.DIA FOR
.STIRRUPS AND TIES ONLY .
4"d" FOR 5' AND SMALLER.
,6"d" FOR 6 THRU :d8
NOTES
BAR' OIA
B.. ALL REINF:SHALL BE
BENT COLD. UNO ON
PLANS: OR DETAILS
C. REINF PARTIALLY .
EMBEDDED' IN. CONCRETE
:SHALL:NOT BE FIELD
BENT LINO ON PLANS :OR .
'DETAILS'
�a
d2
STIRRUP AND 1IE HOOKS.
OFFSET �g
Q.TYP 4d.2;1 —
r MIN
N i
ALL .OTHERIRE Nom`
s. TYPICAL BEND IN 'REINFORCING
TYP NO SCALE .
L I' f.)11-rc1: ' 'NrA .
sAF -rY
C01fS R
TION
BY.
SEAL::
TITLE: TYP DETAILS
F. PROTO-IITM WALL. SYSTEMS' t)ATE:02-06-ii
No.: $TD ..
�uary once.
oYo2 coni Oaryo oQpro1o11.COM SQ.5
;62.i,6a4�1,797,d 7,198,459�flC63Za4a; 7,4E�,B70,Q7,46f,4B7
YfBE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
^PLAN
Q
REVII
�q:IECi<. 03-07-17
$ESCRIPTIOfl •GATE
PROTO-II
PRdjo-n PRO T051
WIND EXPOSURE C AT 110 MPH
LA QU(NYA, CA ...
KEYNOTES
1, MIN FINISHED BEND DK FQR.ALL
REINFORCING EXCEPT STIRRUPS
ANQ TIES PER THE FOLLOWING:
6"d FOR.:NS AND S'IALLER .
8"d 'FOR ' 9 ,THRU' 11
12 d FOR,#14 AND #18
2. 62-d FFOR '#6 THROO15 AND UGH #8
3.. MIN FINISHED 'BEND.DIA FOR
.STIRRUPS AND TIES ONLY .
4"d" FOR 5' AND SMALLER.
,6"d" FOR 6 THRU :d8
NOTES
BAR' OIA
B.. ALL REINF:SHALL BE
BENT COLD. UNO ON
PLANS: OR DETAILS
C. REINF PARTIALLY .
EMBEDDED' IN. CONCRETE
:SHALL:NOT BE FIELD
BENT LINO ON PLANS :OR .
'DETAILS'
�a
d2
STIRRUP AND 1IE HOOKS.
OFFSET �g
Q.TYP 4d.2;1 —
r MIN
N i
ALL .OTHERIRE Nom`
s. TYPICAL BEND IN 'REINFORCING
TYP NO SCALE .
L I' f.)11-rc1: ' 'NrA .
sAF -rY
C01fS R
TION
BY.
SEAL::
TITLE: TYP DETAILS
F. PROTO-IITM WALL. SYSTEMS' t)ATE:02-06-ii
No.: $TD ..
�uary once.
oYo2 coni Oaryo oQpro1o11.COM SQ.5
;62.i,6a4�1,797,d 7,198,459�flC63Za4a; 7,4E�,B70,Q7,46f,4B7
YfBE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
1:
( R
RIMRbCKEET:1N"G
8030 W..CHEYENNE:AVE:, STE 210
.LAS VEGAS, NV 89129
7
".PH:702-B38S31 T '
PROTO-II
PRdjo-n PRO T051
WIND EXPOSURE C AT 110 MPH
LA QU(NYA, CA ...
KEYNOTES
1, MIN FINISHED BEND DK FQR.ALL
REINFORCING EXCEPT STIRRUPS
ANQ TIES PER THE FOLLOWING:
6"d FOR.:NS AND S'IALLER .
8"d 'FOR ' 9 ,THRU' 11
12 d FOR,#14 AND #18
2. 62-d FFOR '#6 THROO15 AND UGH #8
3.. MIN FINISHED 'BEND.DIA FOR
.STIRRUPS AND TIES ONLY .
4"d" FOR 5' AND SMALLER.
,6"d" FOR 6 THRU :d8
NOTES
BAR' OIA
B.. ALL REINF:SHALL BE
BENT COLD. UNO ON
PLANS: OR DETAILS
C. REINF PARTIALLY .
EMBEDDED' IN. CONCRETE
:SHALL:NOT BE FIELD
BENT LINO ON PLANS :OR .
'DETAILS'
�a
d2
STIRRUP AND 1IE HOOKS.
OFFSET �g
Q.TYP 4d.2;1 —
r MIN
N i
ALL .OTHERIRE Nom`
s. TYPICAL BEND IN 'REINFORCING
TYP NO SCALE .
L I' f.)11-rc1: ' 'NrA .
sAF -rY
C01fS R
TION
BY.
SEAL::
TITLE: TYP DETAILS
F. PROTO-IITM WALL. SYSTEMS' t)ATE:02-06-ii
No.: $TD ..
�uary once.
oYo2 coni Oaryo oQpro1o11.COM SQ.5
;62.i,6a4�1,797,d 7,198,459�flC63Za4a; 7,4E�,B70,Q7,46f,4B7
YfBE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
No. C69616 ..
s,EXP:: 6/30/18:.
$�civil NX�'.
MAX ,
5.
3/4' OPEN GRADED GRAVEL A.
REFER TO ;GSN AND 'TYPICAL
EIACKFiII.
RETAINED
MIN FTG
IAIN FTG_
TRANS TOP- REIW
CONT BARS
VERT REINF. AT
CONT REINF 'UJ:
HEIGHT
VADTH
THICK
IN FTG
IN F7G,
8" CMU
-90 D BEA 1.
8" tmu
;SURCHARGED DR •USED; N A..
7.
..
i,2>
Q
Q
AS NOTED. f04CE WALL.SHAI ;
SPEC. /i—iL'INSPECTI 7N. OF MASONRY R QUIREO:FOR. NI S: BELOVIi
ALTERNATE PROVIDE 2" DIA
NOT BE FLOOD SURgoA q O,
(SEE NOTE 4 UNDER GENERAL REQUIREMENTS,OE,GSN).,
HOLE FOR,
EXCEPT AS NOTED
p4 AT' 48" ox. , (3) #4:
AT 32' .o.c.
(2)#4
PERFORATED ;PIPE . C.
PtAd mst`BLow, � *u
14 AT. 48" 'o.c: :(4) #.4 +
$4 AT 24' ac:
(2)#4
14. REFER TO TYPICAL,( DETAIL. .FOR 1
HOCK M TRANS TOP BARo— IaEl�7'
RIJ�T/CiN:
s�
SEAL:
IA
�.. ! 9
o PROJECT�V�VO, Ir/n�j F2
PROTO II STANDARD PLANS o �,
H WIND EXPOSURE C AT' 140 MPH o'
o. LA W INTArCA. .. .. F
Z:
QPIAN. CHECK 03-07-17 - - -- - - .. _ ...... CG x
TITLE:
REV' DE$CRIPTLON DATE TYPICAL DETAILS NO 0696 � 6
EXP 6/30 18.
PROT041im WALL SYSTEMS
DATE oz os=17 sT• ,. cl V.1L \Q,'
� PROJNo:STO q%�\'
o R I M R D D K E N G i N E.J1, 41800 CASCADES COURT ATTN. GARY OTTO .9030 W CHEYE`1N AV" TEMECULA :CA9259i PHN 4951) 694=3793 SHEET:A LASV%,AS 8992TW
PROf02COM. gar ON)
protoi.COM 53.`f 7
i P.H. 702.830• 7
ROTO II WAIL SYSTEMS MAY ONLY 6E INST C ED BY APPROVED, AND CERTIFIED INSTALLERS
5.
3/4' OPEN GRADED GRAVEL A.
REFER TO ;GSN AND 'TYPICAL
EIACKFiII.
DETAILS FOR ADDITIONAL
REQUIREMENTS' AND ITEMS'
6.
.SDR` 35 4" CIA PERFORATED PIPE'
SHOWN BUT NOT NOTEO
WI 1 I MIN. 'GRADIENT
APP ROVED. OUTLET B:
`RETAINING.tYAIL SHACI NOT SE:
;SURCHARGED DR •USED; N A..
7.
WRAP'
.
STACKED CONFIGURATION, b(CEPT
,GEOFABRIC.
AS NOTED. f04CE WALL.SHAI ;
&
ALTERNATE PROVIDE 2" DIA
NOT BE FLOOD SURgoA q O,
HOLE FOR,
EXCEPT AS NOTED
1'1EEPERS .1N' UEU Of'
PERFORATED ;PIPE . C.
PtAd mst`BLow, � *u
CONC TO RECESS. 1/2' MkN
9
3' k{ORTAR"COVER AROUND
3/4" MAX
COUPLER ANOJOR POST
TENSIONED ROOD AT FIRST COURSE D
REFER TO SOILS RETiT,-AS .
OCCURS. FOR 0*QfAGE RET)'S
10,
POST TENSION :ROD TAT 6'=0"
ILO THAT SHOWN
O:C. W/ 'IS- MIN WEDMFM
INTO SOLID GROUTED CELLS
U.
I/4 A`x2" 8d8£O:PIATE:W/
1. NUT PLATE AND
ABOVE
PLATE
2" COUPLERND OR
112"p T'. E
Si TE ROD
12
COUPLER:IF•:PARTk HEIGHT ROD
JS USED. IN UEU`OF FULL HEIGHT
:ROD: .. .... . .
13..
HORIZONTAL:JOINT REINFORgNG
PER. CSN, PIACE'7N IRST-
mmrtr 11 twi Of wAcurb �.
14. REFER TO TYPICAL,( DETAIL. .FOR 1
HOCK M TRANS TOP BARo— IaEl�7'
RIJ�T/CiN:
s�
SEAL:
IA
�.. ! 9
o PROJECT�V�VO, Ir/n�j F2
PROTO II STANDARD PLANS o �,
H WIND EXPOSURE C AT' 140 MPH o'
o. LA W INTArCA. .. .. F
Z:
QPIAN. CHECK 03-07-17 - - -- - - .. _ ...... CG x
TITLE:
REV' DE$CRIPTLON DATE TYPICAL DETAILS NO 0696 � 6
EXP 6/30 18.
PROT041im WALL SYSTEMS
DATE oz os=17 sT• ,. cl V.1L \Q,'
� PROJNo:STO q%�\'
o R I M R D D K E N G i N E.J1, 41800 CASCADES COURT ATTN. GARY OTTO .9030 W CHEYE`1N AV" TEMECULA :CA9259i PHN 4951) 694=3793 SHEET:A LASV%,AS 8992TW
PROf02COM. gar ON)
protoi.COM 53.`f 7
i P.H. 702.830• 7
ROTO II WAIL SYSTEMS MAY ONLY 6E INST C ED BY APPROVED, AND CERTIFIED INSTALLERS
imom
MEN
LEGEND
PROPERTY LINE
PUBLIC UTILITY"
EASEMENT
�C,61
RIGHT=QF* —WAY
-
2. �s MAT, MAT L L
(q/w)
c�
WATER 'MAIN
SEWER MAIN
TF'473 o:
' 47,
GARDEN WALL -
TOP36P
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OF SLOPE
TT TOE
OF SLOPE
TF 482.33. FG
AIR CONDITIONING
PAD
PLAN 2A
CONCRETE STOOP
'TRW 4821'
SIDEYA RD GATE.
X
FIRE HYDRANT
WATER METER
S SEWER LATERAL
�C,61
-
2. �s MAT, MAT L L
c�
TF'473 o:
' 47,
LOT -210
TF 482.33. FG
PLAN 2A
'TRW 4821'
;Z��V T AT� TF 478.3.F--,-.�Z
AQ
T 490.33 TRW 483 .6.7
DAMAS US RIVET _49AX4. fw-481:00.
p
42i it SAFaY-D-Z:PT-
tiaR
"Oft STrjjGTlON
,42126`
MSA CONSULTING, INC
:LENNAPf)A 1 B
017
ftAm= iiCmm PNowi6two m'LAfw Suavmwd
--;;—
ID Z:J
. I q
TRAC
LOT AREA
U2M i3oj3 HOPE DRm R"=� MmAdB.o:CA 9=70
.34
Twxmom (760) 32D -98U ig FAx (760) 323L7893.
I
LOT 210 -.Damascus Drive
LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
I 6.,900 SF
LENNAR
TW 49033....
9150 MONTECITO DRIVE
CORONA, CA 92879
SCALE 1'=30'
TF483,00
TWti49 ";3
-TF
�C,61
-
2. �s MAT, MAT L L
c�
TF'473 o:
' 47,
TF 482.33. FG
'TRW 4821'
;Z��V T AT� TF 478.3.F--,-.�Z
AQ
T 490.33 TRW 483 .6.7
DAMAS US RIVET _49AX4. fw-481:00.
TF 481. .1 — i L TA
42i it SAFaY-D-Z:PT-
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"Oft STrjjGTlON
10
AA I
MSA CONSULTING, INC
:LENNAPf)A 1 B
017
ftAm= iiCmm PNowi6two m'LAfw Suavmwd
--;;—
ID Z:J
. I q
TRAC
LOT AREA
U2M i3oj3 HOPE DRm R"=� MmAdB.o:CA 9=70
.34
Twxmom (760) 32D -98U ig FAx (760) 323L7893.
I
LOT 210 -.Damascus Drive
LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
I 6.,900 SF
LENNAR
9150 MONTECITO DRIVE
CORONA, CA 92879
SCALE 1'=30'
(951)