10-1259 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 10-00001259
Property Address: 81422 PEARY PL
APN: 767-200-998-64 -330761-
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 10500
Applicant:
rpm
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT,
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
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 Professionals Code, and my License is in full force and effect.
License Class: B 1e License No.: 417891
Date: ! / Z Z - U
Contractor: 1
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 �tibjects the applicant to a civil penalty of not mure than five hundred dollars ($5001.:
(_) 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.). _
( 11, 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. , BAP.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 Name:
Lender's Address:
LQPERMIT
Owner:
THE STEELE MCGEE LIVING TRUST
45850 NANCY CT
INDIAN WELLS, CA 92210
Contractor:
RGM CONSTRUCTION CO
43590 PALMILLA CIRCLE
PALM DESERT, CA 92260
(760)219-4998
LiC. No.: 417891
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/17/10
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I 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 GUARD INS Policy Number RGWC130882
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any Ab
ecome subject to the workers' compensation laws of California,
and agree thate subject to the workers' compen tion provisions of Section
3700 of the Lfo hw""�tbcpmply vyit ov s'(ate://ApplicanWARNING: FAILURE TO SECOMPENSATION 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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application 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 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 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the abov mat n is correct. I agree to com ly with all
city and county ordinances and state laws relating to buildi const�tcti , and hereby authorize• a ti s
of this county to enter upon the above-mentioned prope for inspe n p rp s.
(Date: Signature (Applicant or Agent)
Application Number . . . . . 10-00001259
Permit . . . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee126.00 Plan Check
Fee
.00
Issue Date . . . . Valuation
. . .
. 10500
Expiration Date 5/16/11
Qty Unit Charge Per
Extension
BASE FEE
45.00
9.00 9.0000 THOU BLDG 2,001-25,000
81.00
---------------------------------------------------- ------------------------
Special.Notes and Comments
357LF OF 6' HIGH SITE WALLS [PROTO II
SPEC - SPECIAL INSPECTION REQUIRED] &
63LF'OF 6' RETAINING WALL AT POOL BBQ -
HANDRAILS REQUIRED PER CODE [ORCO.SPEC]
2007 CALIFORNIA BUILDING CODES.
November 17, 2010 4:57:08.PM AORTEGA
---------------------------------------------------------------------------
Other Fees . ... . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
-----------------
Due
------------------------------
Permit Fee Total 126.00 .00
----------
.00
126.00
Plan Check Total .00 .00
.00
QO
Other Fee Total 1.00 .00
.00
1.00
Grand'Total 127.00 .00
.00
127.00.
LQPERMIT
Bin #.
).Cl#tyof LQ Qurnta
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: 2?
Owner's Name: D
A. P. Number:74.2-680-02C.
Address: r O
Legal Description:
Contractor:d, 6, A ON Gc,
City, ST, Zip: G4 9 Z Zf
Telephone - A %
Address: PAZy-
Project Description:
City, ST, Zip: lyq> /yyl & 2 24 n
Telephone: Q . z
State Lie. # :1, 1 2ELLCity Lic. #;
Arch., Engr., Designer:
a
y 1I
Address:
City., ST, Zip:
Telephone:
sznx r b
State Lie. #: y v;:y� s r`
.Name of Contact Person: ��.
Construction Type: Occupancy:
Project type circle one): ew Add'n Alter Repair Demo
Sq. Ft.: t�50CS+ Stories:
#Units: ,
Telephone # of Contact 207- g
Estimated Value of Project: 4700b,00 0 suo
APPLICANT:
DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Reed
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called- Contact Person
Plan Check Balance
^
Tide 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
�.
Grading plan
20° Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
IF
S.M.I.
�-
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
34 Review, ready for corrections/issue
Developer Impaet Fee
^
Planning Approval
Called Contact Person
A,LP,P,
Pub. Wks. Appr
Date of permit issue
mO
School Fees
Total Permit Fees
` r
jgli �lw - papf LWY&
E)
DESIGN CRITERIA:
ALLOWABLE SOIL BEARING m 1300 PSF
PER TABLE 1804.1
ALLOWABLE LATERAL PASSIVE- 150 PCF.
EOUILIVALENT FLUID PRESSURE FOR LEVEL
BACKFILL (NO SURCHARGE) = 45 PSF LEVEL BACKRLL W/ NO SURCHARGE
PER 1610.1 SOIL TYPES ML, SM -SC, AND BETTER PER TABLE 1610.1
2-1/2" C
.TV
'' #4 HORZ CONT.
® 24' O/C SX16 CMU SOLID
GROUTED W/ NO SPCL
INSPEC710N REOD.
G' BAR ® EDGE OF
�- B" CMU FULL HEIGHT
(2) # 4 HORZ. CONT.
® 24" O/C
F' DOWELS ® EDGE
�+ OF B" OR 12" CMU
12X16 CMU SOLID
�..r- GROUIED W/ NO SPCL
INSPEC1701V REOD.
°• °: ; P .4" DIA. SDR 35 PERF PIPE W/ 1 CF
" 3/4' GRAVEL WRAPPED W/ M1RAR 140N
/, •: RL7ER FABRIC"l- SLOPE TO DRAIN.
WATERPROOF BACKSIDE OF WALL
H' BAR
I �qI44 HORZ CONT. ® 12" O/C
TIP AND BOTTOM AS SHOWN
_ U t�
'T 12"
'A '
'B'
'C'
'D '
'E'
'F' D 0 WEL
'G' VERT
'H' BAR
"T'
2'-0'
2'-0'
N/A
1,—g„
NIA
#4®32" 8' Lj
N/A '
N/A
6
2'-8'
2'-8'
N/A
1'—g"
6"
#4@J2" 01C 41"
N/A
NIA
6"
8"
3'-4'
3'-4'
N/A2'-3„
' 9,�
#4�2=8/C 149-
- N/a
#4@32 o/c
6"� -
6
4'-0'
4'-0'
N/A
2'-9"
12"
#41132" 0/CJ57"
NIA
#4632" O/C18 18"
,F_
_9"
4'-8'
4'-8'
NIA
.3,_0»
18"
#4@24" O/C J65"
N/A
#4 @24 01C 21
21 „
„
9-
-
5'4'
5
5'-4”
NIA
3'-3"
21 "
#4616" O/C 7.3'
IV/A
#4616" 0/C 21-
27�
12»
15"J
6'-0'
4'-0'
2'-0
,3'-9"
24"
#4616" o/C�33"
18"
#4�1s" o/C
#4@16" 01C 27-
12'.
���pROFESS� �T9
VAY S.
CE31 "' U)
Exp. 12/31
r9 C'1VIL �'�
oFCAIIfOR�� OF
. r
. RETAIIVMG WALL NOM S:
' MA7SUAL5: a WALLSSH0ULDBEGR0UMAT2•HFSGHTDURVAL.S,
CONnWTE• Pc=2"PSJ@28DAVI GROUTLVGSHOULDBEMYURNOASSOONASFOS-WW
WWVRCMS7EELASTMA•05GR4DEbo AFTS?TIE OONDlE7FPJAWARYUMlSAREPIALSI
CONL7WNK4SMY(MM., ASM C90
MORTAR.- LSECOP TMSPBLAS7MC2M 9. PROVJUEO NMOLJMMSAT40'O/CMAX. '
GROUT* L6E2000 PST @ 28 DAYS PERA57MC476.
CBN9VT.•POMAIMaNBVTPERASM C-150"WJ71V. 10. BuiLDINGDEPAR7M9VTDzAmuomS7i4L18EOIF7HE
fQ4LON7NG5T8w-
Ist FWNWI7IQY7RBVC7/W MSBMAMREWFORCOVGSIFFL
G8VBZ4LMOTES- 2nd. BL= WALL wnNRBNR7RMGVER VBVREGMff
34dh>1D4iQGMGROUnNGFOR WALLS OM4'MGM
L AUPu78U&S PRODUCTS W0RU4UZ7, 7ESTIWAND Oft. 6ROUPEDWALLANDDA4VUffSY5 M
B0'fCUON9WLLL0MYWUH77fE2007C9C 5th fiAao7LLANDRN4L
2 ALL FDOTING RALLSEPOURMONLAmDIS7UR8®NAnfim M.CMTXWJODVISATPfRSTaXMSEATEVERY32'O/CN77Tl
GROLM OR ON UNDZS7URiEb6VG7Nmo Fff.L 1 CU FT. OF 9/ 'GRAVEL FOR KWWO E WHBV THE WALL JS
LESS7HAN3'f17G71
3. WALL ShAL1 BELAW 7XLfEANaFLVMqANDALL 0815
9MALLBEGR0UMSMW. 12 fROVMF4'0SDR35PEXF0)tA7ED PIPE WllllF8YVR4TMN5
DOWNATI%A VL SLOPE W17H10F.073/4'(,7tAt -
4. ALLSPLR-J SSHALLEE4884RDLIME7ERS, WRAPPM WI7HMMR14ONFIl7ERFAMCOREQU4t-a4ar
DRAPAMWSYSUNSH4LLH4VE7E Q7NNEC/JONANDAVN-
S. ALL VBMC4LA&VHORIZONTALBus S66ULBETLEv P6lR7RA71972'f6OUllErPIPEATEVBtY10'O/C mnotAsm
TOGE7MA 7HEWALL AT 2 % SLOPEA80VE7W FVVM�fDSURFACE
E 00 AUT MEWAVY COMPACTAWEQUIPMHVTADJACL3VTTo
T4E WALL 7fff GbMRACIOR SHALL BEREWOASBlEFOR
ANYDfMfAGM ROTHE WALL RESUL77NGPROMIN4PFROPRIATE
7. 7HERETALNTNG WALLSSMUL NOT SEB4CnMLED LWM AT
. LGAST 14 DA)S- UNLBSPROPER SMORAVGIS PROVIDED.
CONTROL JODVT
&=WALL WIAWO 7RL W
MVEFALLS
04WJMCOW. 70PASRL =
PMVMEZrMUKLAPANDMAINTALN-r "
arm fROMSOUL
D O O D D
• D° �•o 'Do .D'•v�
o v.
cp
• 0
• o •' ° O I ISI I
o- •D .° D D I ��� a s
' I I I , I V04HORZ OMT 08077UM-PROVZCZr .
' MPN.LAPAAmMADVTALN3'L7FARfROM
srffi.
MTEX4L saR OR _ . -
� � CONPAL7IDfAJ. /'-D'
j FOOTING STEP DETAIL •,,. ` �?90FE OFCS 07,
2
CITY of LA QUINTA Expc� -5
rFop p . CA �pQ`
owy.m�eool crane a'nx+mc+d. GM WM c OIMM-
?OCR
MMw
y • r' .
c
a C
i
'
�
a
pp'� CR u
gt
0 �
m .
3
'
CAM
fL
,i .
.
NOTES,
TDL9OED RSP.
1 DO OF WALL
3 RODS AT 1r FRIER SDE OF A
L µ MFORWNC NTH r HOOP 7. DO OR COINER OF WALL MAY START 11. r FROM 1 WALL -TYP. IIXa
Nro FOOTING SF1DN FAL WITH WITH //11 VERTICAL RMAR, MIT SONG It it MASONRY PDA NTH 2 /4 VCrtrJIL
MIT OR r HIGH UNITS OF MORTAR. PER GENERAL NOTE L THEN
la NUN NOMZWTAL ALIT RE10'ORUO
TWO" PER STOP AT FACE W
I.
�' {IES
� 3 AT ROD VARIANCE
OF W�1 AS04MULL
GMEM NOTES
II �PicE W!lL1. S tIEDULE -
w�� 01p A�A��p tesla
Mr.17-OFM OR Vow V0 IAV
L M PROm-I AWL 6 OE90(1D FOR WO AID g190C FIRDF9 As IW'U= YO APPROVED
- -
'
- wEN0. ANT OR FIND W WALL
SPACE
DA POET 1DNA0N® ROD YANDN7 PER FRET POST TENSION ROD PFA SCHEDULE
AND 1 p TE AT TID W PER -SOLD
GROUT TOP COARSE.
PER AT CWTMACTOFS OPTION.
In ALL COIVENRDIAL VERTICIL MASONRY
rMOANOE TO ALL ams
RUNTS
BY THE LOCAL JAMIC7101 42 SCIENLLS FOR EvolLiC WINO Fames. POST TEN9I®
ROD SPACNEL FTNDDD SIZES, E7_ COITHACTUR a UEWDIME m VERIFY REaAiD]OM
DPLAIUTIW W WINO I= DESIGNATIONS:
m WN
E E AT CO .
. a POST TFNSIOEO ROD WITH PLATE SOEOUE BUT NOT M EXCEID REELAR MAY SASSIM FOR P.T. ROD IS 2r MASONRY PIER WITH 1 VERTCLL PEA REINFORCING SHALL HAVE r MM AND 0 OF L CONTROL
'A' FIND OF WALL
WITH BUILDING DEPARTMENT AND OWOA ALL WOIN a ro BE PERFORMED N ACOG GAMER MTH
•
SIIID ro FTE eLDLx. - PER
C -r ON EITHER SIDE W THE AT CORER OR END OF WALL SEE
FAW mBNER AND 1Q lE AT TCH PEA
AT BOTTpI AIO F7E1DO A YPOON
1.
M APPROVED SERE RAN SOLS REPORT NO/OR AffUEA11E CODE RODAR1EIM
,CLQ 7.0e E . 0.17 (CATEGORY I TAQE 4-1
+.'
DETAIL 1
L MAN GATE AND ATTACHIONT BY
CONTROL, JOINT OR END O: WNL DETAIL 1 FOR PLATE SEM
L OF F001M M E LOCATED BF1DW
14, NNE OF FOOTING mOE FOOTNC AT
PROIO 1 WALL PER PLANS AND
OF r NM FOOTNG -
AT tGNRAcral6 GPTIDIL THE WNL
DPANSION aT.MAY OCCUR AT
i nes 0®06 AEG! NOT m E USED FAR RETARD (ARM DEVFL BAaDEL) LOOK 1'-C FOI
4' PROM -4 rd FOR rROTO-t NO r -r FOR r PROM -1 AS MEASURED FROM NDE
4 O.m77/ . q • Ed . LL . VA. I (M. 0.11) $! C ;" �.
q . 0.17 EW 1. 0.10 [APC (ERGO W) a. m (RIGID • Al EW SEC e.e) ..
Au TWM FCRIE DEPTH ADJ6TENT UT DOORACIOI's OPTION),
OTHERS MAX NOTH .r-0'.
A-BL000
SOEDILES FOOTING AT PER SNALL
-
- THE FAQ OF M PERS AS SPEC® -
-
SOL m NO S� NO SRWNOES WITHIN S -W O WNL ARE ALLOWED. SEE OCTAL 1R.
�
STEP
pt . 1.0 M N 1T -WE SLCTIa e.1.7.1 ) •CE . 1.] . 1.1 (Fm SIN . 1 Am BA J 10)
S /) IIbE
KI . O.m m 50. o sla. TALE 4�) u • 1 SONE
•
MAX NOWT.60 PONDS
L r WALL AS OCOIRS
E 1r THRIX AND r 4OER ILL
7. A MODIFIED r THNX NROTO I WALL MAY
N GENERAL NONE 1R. 1�
1 FDOING9 m E LEVEL ► atauo SONS THE FDOIdC SISAL{ E StWEA LAW
SIDLE IE PRWER HEOIT M FIT UOCC TYPE USED, ALL !EXCAVATIONS DNOLD NE CLIAN AND
Awl .
V - rOOC11T ] smn Inc am
USED N LEU OR SPAM
AND SETING PAD m REMAIN THE SANE.
"
(e to RWT ONLY W Is NTN VERTICIL
CWVdTDNAL REINFORCING NO TES
Som
AROUND THE RFA
(t
-
• AT CONNACIORS OPTION. POST
TpSNND ROS MAY BE USED N
IID! OF CONVENTIONAL. RD*MRC M
O NIAN NO LMS LARTH OR MINOGN MATTER
♦ SOL SHALL BE FRN MO OXPAC"D POW m PLACEMENT ENT W CONGER PRION M MOCAIIgI
OC AVATIOI CONTRACTOR STULL VEWY VIA SOLS REPORT THAT SITE SOLS WQIIOB MELT ON
• I.1 ILLTIRIp USM, TO EJSi FOR OilaA: AOASIIOII /ACTON Pp FIGURE 6.7E TOOTHSIE S.
_ 6it
i-EKLEED NN NIAUBLE PAVE EAONO PRES9A8 W 700 PSI STARINGAT TE _ APB lEaE1:ED Faa vA=SIN=N AID A u,rWur DERIDE
. n � SWNOF L E� IS �Pa CE (IC' NO r r�Iti RWUO BY OstR.CONCRIM .SaA9 om1A END OF WALL (4(1 T (IS ORJR1mm" CONCRETE SHULL E A AOL W 4e Naas (ED RIm M FINAL MISONDAL
ORETURN CONDITION_ l_____- �- (1}_________ 0. 2e 1 PIN ONC EEL{• LAP . 2e' FORM eAR! ]2• Rai p eNs N YASORY`N• LAP d SONCIER FOEµ CO p BAR. MW
( --------------- 7.DA M 1 SI� MRR 9 EM IS �8ASM W 2000 PSITMMM 9CN E A DAYS Prer
BE USED.
EIA (FW� •� m RED IDIOM= STANDARD HEAD AND BF.D JOINT dDOO BIN YOFTAR wY E Ili (NCONTROL J004T SPEC. C 1)! (t1) L MORTNTEa1DOOG9NNLe Awa mG0v9 ML MarrNt wr E IISD ASI Nita(( N r MW LIl1
-- ---- 1Y - MORTAR MUST E A MN W 4 HOW OND PAM ro MEAL MmaGD AND 24 MaN9 OND
-- POW TO FINAL TENSODG.
FIST MASONRY COURSE MAY E SET N RLVH WIQdTE FONINa READ JOINTS MAY IN
VW HOLES
C END OF WALL 1r - GROUTED CELL FULL IR. RO�MWRCMRMRMAR SHALL IN FIRST COURSE �iOIH M AMU A818: h - 4aLo00 PSI.
lr 1r (4 HEIGHT PER NSEJlERAL. ROTE L (+ ft (1 1\r- ---- - - (1) (t n. T WECT TENPRO704 HARDWARE SION W�FaW� (�A DOW TENNSION Ga(N = (Dll)ID A CO�itE��i
MASONRY NONE: O R£IURN CONIXTION �l I - U9E0 AFD RAsm sAOALS ALL W THIS HARDWARE DWNE 9uu E 91�R BY OLr NF
- - --- - -- - ---- NvaorED
J; -_ _ _ ____ J V. _ _ _ _ _ PROD-/ INEI� m THE GAINED OSTALLER POST TENSIOOVN•ROW 9WpLgOE
CaTR0. MALE A CLEAN VERTICAL ___ ______ AVE a� WITH , m THAT THREADS CONFIRMING mASTMGll E ACCOIRI9MD0rE01d1I�
STEEL 047ONIRY BE7LW10 AND J2Mi
BREAK R ALL MATERIAL ---- - ' H ' .. rb ------------- DAMAGE M THE PWT TER90N ROM AREA W POST 101901 RSP - .I5W SONE NOES
IN CONTROL A1NxWARM
O CONTROL JOINT SPEC. (0 (B}•/ /� (D) O -
PER isiM�Axroi ' A AJnO n[P-oaaaETl rim Fm�ir aEla a TRe WPFR ARo to= REEL
nLL0 MAN GATE AT IS• -8' (DCH PYA)() MAASOINRY PFR 1 te' 1 AM M 1 As oEOTHR AS 100 MN. INT! caRDE 1/Y Hun ANE ro IN ONAOE Pp
INLINE ROASTER OR ANTI Rya 1/Y ALL 75 FEW ASTM AID7. OUR ad OAEPL roa01 ►SNATOR n -
` SPEOAL WALL CONDITIONS AND OPTIONS tr FREE STANDING PILASTER A - DAM NION98LE a Pp ASN F070 tESiNG PRO®IA✓n PLASTIC aE1AR M
IL HORIZONTAL art REOMCM 941{1 E I GAQ DIAMETER ffi AO RA® PER NTAL a
- NO SCALE f N CREWAM M A M IAM LMMMUMt TIMI GIDE MAIETFA LAP JIMMY ROOM= ONE
mm
1. FENCE WALL - DETI I NOT
SHOWN FOR OAHTY.
Z FII91p WADE
l NO SLIDING AGWCENT WADE
ALLOWED.
l FACE OF FOOTING m TOP W
AWP.
n
BOTTOM W SETTING PAD.
L SEE SOIEDLE FOR WALLS
UP TO rd IDOL
7. SEL SCHEDULE FOR WALLS
ABOVE r-0• MOL
NOTE
TIS DETAIL DESCRIBES DE
MINIMUM DISTANCE QTS
FOR M IDLER FOOTING EDGE
M FMRED ORAE.
(� FACE OFSCHERILE FOR WALLS UP TO W -Or
FOOTING UN. DEPTH W OP OR YNNW OEPTN a
To TOP W AIDE m TRENCH FMTINO lr INA VIER
1r OR MOM -4
m Sn W - -
FACE OF FOOTING ADDED DEPTH OF OP OR ADDED CPTH OF
M NOP W SLOPE OR TEKWFOOTING 1r CIA Rot
OR MOREI if
1 11 207
9 7-O IY UATUU711 ULIAI FIN FWIN4J
-DF
�
ma
IID SIJILE
- - -
-/
Nm SPACING ISP SPACIM Am SPACING GN COHMI DEPTH ••
OR CENTER ON GOITER ON (ENTER WXIIC. SEI SEE DETAIL ]
L NOT U9a.
DETAIL 4 FCR FOR SECTION
•
i Lao SOL
•
DETAIL ] SR.
1 CONCRETE TRENCH FOOTM
RATION
14.1 Pv♦
e e e u +
m WN
a HIGH SOL. BAOOEL SHALL E W U.
EAC
1 4W 6 0 12
ff
GRAM AND NOR EVANSTVE.
- e n
REQUIREMENTS PROVIDED 51 M SOILS
e - ] /4 2
S 7110' CW RAL IEOT PWT TFN9am
L PROTO 1 FENCE MALL
' .
e ]� I�
JOE Ua[R
RDS WITH r NOODD NO INTER 06
RILL T4F/Ds AT TOP EW 4N ATIACIaER
0. • 1'-r WAX AT r PROMO L
-4
• A OIQA NOTE Is.
Au TWM FCRIE DEPTH ADJ6TENT UT DOORACIOI's OPTION),
a THE OOTRACTOR's OPTION. SP To DIE SPA@ W ARMORY WY E /ONlm GOA W".
M {RIO at= M7 E USED AS PAIR W THE TRI OI DEPTH PROVIDED M SPR WITHIN
• r_r MAXAT r PROM L
DEFINED AS SIGN IN DETAIL ], IRON M TOP W THE MOTINO TO M TOP W THE SILL '
REGVLEL.SS W W ETHM A SPIVRE IS {AIM.
n
•
• r -r MAR AT r PROM L
- .
.
Ylollt TMD,
CM[UUID
L IY 7d SID WCINI PEI PR
MAY E W IR
7. A MODIFIED r THNX NROTO I WALL MAY
•
r•V •
ANALYTICAL SEISMIC ILTIm
-
USED N LEU OR SPAM
AND SETING PAD m REMAIN THE SANE.
EDI WON A SOD r Iql WORM
•'
OCaPA EY CATEGORY I -
DATE.
7. NO VMS OR NOEVCMM. W CGN_ AT
CORY W r RUDER. (SE GENERAL NOTE
"
IMQTAHT FACTOR - 1.0
ADICIIOI O POST TOaal ISP AND
4 THE SOL RETANACE MAY THEN INCREASE
- - •
S• - n= (ASSUMED)
(4) $ D)
M r -r. FOR r MINE WALLS USE A Ir
^ y- `-�
-
SPACINO AND PAD ro RERAN TAE
ROOEMq SOOO TAW= E MM
WE FIANCE, r DEEP AT TOP W FOOTING
.--
� - Pr :��-
ASD am SEAR - 0.20
eX11
APPRWMAT KARL .
ROD SPACING SHOULD E BASED OR
+
SITE CLAM D (AMIE0)
VERTICAL FOOTING R04MOM AT WALLS
RETAINED ROOT W r MOON AND NOTES
0101 e' -r MOI RISE
REAM WALLS UR TO A CO MO WEIGHT O 10-r. ADDITIONAL, SCHEDULES AE AVAILAAL
,
..
/{r N CENTER W
ILMORTAR AT WAD ANTS FOR
_
i7
SOACH'r 6• W.
on 1. O( '
DRAINAGE AT ETANED AREAS '
-
•F.
'
(0)(7) RSP
SPACED AND TOOTING SEIC1101 No=
. V::. -
(�}•'1.�
`;1 T �' C(:'jY T)�•
(4)
POST MOON RE SPACING B 91 EODpI
W TEE OP FR AND THEY DD MOT NSD TO
A FOR ALL RUMM WALLS WN r -r OR
:
yXR.WINO n `AA'"
,•\•
S
L13S FENCE ABOVE - ASSUME A WWAI
16 RIOT UUM N KILLS r -r A'O mm
/ (� I.
FENCE HEIGHT r W $-4•.
.
1r
/ ME T USD.
It A WIOACION W=O M STAB THE 04
4q
WAN ' Y-r+Try
i
VORTICAL MBAR DON NIT, M OP.
am -
4 ALL RRAABOV WALLS UDE 5-4VA ro
..
DASFJLr�
MAIL
L PONE MGM rm
AS MINI
r -r FTIIQ ABOVE - ASSUME A IOOM1M
,
(r
(» - FENCE HEIGHT r OF r -r.
.
pE INE . 6'-r+'B'y
•
G FOR AIL RETNIOO LULLS UTH r -r m
k'
4 OMTOP RAIL
L mw4 TANS
IT -15' FENCE ABOVE - ASSUME A MINIMUM
4
TV" HEIGHT r W r -r.
G D
A T F A on A 11m q EACH MIM ISP
V A
TAIRFLOG AGAINST e0N101 11/r MUf
Ml7
(N INE - r-r+*n
/FT ACTIVE I
a FOR ALL EETKNM IYNL4 1M V -r OR
-N) PASSIVE RESISTANCE EaLOTED
GREATER ABOVE ARSINE ONCE NEWT - X
•-SOSNIC SURCHARGE NOT APPLIED
TOTAL EIGHT OF CALL B FENCE HEIGHT RBS
--
-IRE TROCH FOOTING ONLY AT TMS
RETAMM NpWTCI - 4' + F + Tr}
i W em W SAFTCIDIT sm
TO COMM RATE AGO RED.
DETAIL
C NO SlRD1ARCE �ARIOIQ SiRUCRRFA
EAG WDGHI S a RETADDO FALLS
.
MOTM-
L PROM 1 FENCE WALL PER
PRODUCT DATA S CET.
A PROM 1 iDBON RDD SHALL BE
7/Tr OA STRAIGHT. THREADED
801H DOS AND SHALL HAVE
MA Ir COED Nro MASONRY
RETAINING WNL WITH PLATE
WASHER AND NTT.
1 SOLD Gta1TED, RETAINING
WALL - CfSTIED BY OTHERS
06TA M M VERIFY RETAMA
WNL DESIGNED BY OTHERS WALL
SUPPORT THE PROM 1 FENCE
WNL ABOVE
1 FINISHED GRADE
a VAIN N Sam BEAM - IAP
IIIOE OCC RS _
I BACIOiLL SHALL E NOF -EXPANSIVE
SOL. SEE SOLS REPORT.
L COUPLER E PARTIAL HEIGHT ROD s
USED N NIDI OF FUL HMO ROC,
7. (Y OIAME7ER WASHES rTH
1 MAT ABOVE WASHERS AND 1
CCOUPLER /! }1NLOW MASHERS (OR
NOR`
PROM 1 FENCE WALL CAN BE
PLACID AT ANY LOCATIW ON THE
TSP ION
OF THE ETAC SNL
OR ONIERM) OUT M
(S) MES BE
ROD STALL BETWEEN
ALL 2 REI E PLAGB RSAT
DE 2 RFDFOROO BARS AT
T E TW W TIE WYAW C WNL
WIND
WILL Y PRIM 11 /' ROTO " 8• ROD II DIP LER mmMCS
ma
HOW POT maION POST TENOION POST TOaION LNG TROCH ICOTIm
.�
Nm SPACING ISP SPACIM Am SPACING GN COHMI DEPTH ••
OR CENTER ON GOITER ON (ENTER WXIIC. SEI SEE DETAIL ]
HOMERP
DETAIL 4 FCR FOR SECTION
•
DIP FOOTING
Pb1U, SEE
•
DETAIL ] SR.
±:
RATION
14.1 Pv♦
e e e u +
m WN
j.3 e e T» ,e
EAC
1 4W 6 0 12
-4 1 8 Is
DETAL t FOR RSP SPACRO AT CONTROL JDM AND WNL OOa
- e n
REQUIREMENTS PROVIDED 51 M SOILS
e - ] /4 2
S 7110' CW RAL IEOT PWT TFN9am
7 -4 4 7
' .
e ]� I�
JOE Ua[R
RDS WITH r NOODD NO INTER 06
RILL T4F/Ds AT TOP EW 4N ATIACIaER
•
-4
• A OIQA NOTE Is.
Au TWM FCRIE DEPTH ADJ6TENT UT DOORACIOI's OPTION),
a THE OOTRACTOR's OPTION. SP To DIE SPA@ W ARMORY WY E /ONlm GOA W".
M {RIO at= M7 E USED AS PAIR W THE TRI OI DEPTH PROVIDED M SPR WITHIN
' W -W O EACH SIDE W M BLOON IS TAP/LTED TO E POSERT. M OVERALL TALL HEIGHT ICL
DEFINED AS SIGN IN DETAIL ], IRON M TOP W THE MOTINO TO M TOP W THE SILL '
REGVLEL.SS W W ETHM A SPIVRE IS {AIM.
(0,
f�
N
11 IN SSMAmioNTWN� THREADED � ADDITIONAL AL Lir MIELL Or 7 V HOCK OR
- --
ANSDDCMONJL DISPECTM IEOUIRED AS FOILDri
03-115-906A.
HOMERP
HOW AT END W TD19I1 ROD.
•
scala ITK RE � �lON
3
L FRCP[ 1 FINS AWL 4
: Y NORM W1m AROUND caAVDt AID
w VERTICAL CONTROL JOTS m E RA® AT MAX ]6' 0._ N ALL ROI -STUCCO D WALLS AND
•
1� .
F16®ROLA{ THAT TN1n
h I
PWT TENSIOID 0.m fCR fArR09p1
7r GN QNTEII N STMT® WN19 WIN (LAW VERTICAL WEAK W ALL KLM" SEC
-.
R CE MS TI
SHOT (EDS ON ®TIE SEISMIC
�TM,
DETAL t FOR RSP SPACRO AT CONTROL JDM AND WNL OOa
w
./J�■■1`-�-,�5
REQUIREMENTS PROVIDED 51 M SOILS
f
S 7110' CW RAL IEOT PWT TFN9am
1R. IO COUPLERS MAY OCCUR GECILY BELOW AM N CONTACT WIN THE BEAHNG RAIL
' .
now.
JOE Ua[R
RDS WITH r NOODD NO INTER 06
RILL T4F/Ds AT TOP EW 4N ATIACIaER
tL TEL9W RODS WAY E STAMO INTO MCT COMOEIE W TO N PEACE AT MWMM OPTION:
SE: DETAIL n NOTE NO, 1 AT CONTRACTOR OPTION. VERTICAL. RESAT MAY E STAMM COWS
•-
4 INSPECTOR TO PROVIDE THE ORIGINAL W BOTH SPORTS TO THE CITY. COPY W BOTH REPORTS
-
4 COI_ FM - NO COD ONS POOe111Fa
INTO TALC OP. SFC DETAILS ] AND 4
r
..
n
a TWOS WY eE OVQ [FAYAIID AS 9fOWF
{EL W pMOACIFD FILL CR CONE ETE
1
1T. A PREIM4 on (CODES$E WA9E0 SHALL E INSTALLED AT EVERY TENSION RPD BE10IDI
THE ENOMC RATE AND Eur r/ THE DTI TAKE IA010 UP AGAINST PTE IIDT101 W THE MOT.
THE WFAAL O M NSPECTIOI FMUU AT TIE W FINAL MOONI O KY A RIOIO-1
- .
.
Ylollt TMD,
CM[UUID
L IY 7d SID WCINI PEI PR
MAY E W IR
APPROVED DCWMM GHNL VERIFY FINAL TDMM M 6DM PDMS BY 1 W 2 ME1110DSI
•
r•V •
ANALYTICAL SEISMIC ILTIm
-
USED N LEU OR SPAM
AND SETING PAD m REMAIN THE SANE.
MDDOD T. VISUAL INSPECTION W ODER Wa= NWATCR (DM, TABS FACING W AND
•'
OCaPA EY CATEGORY I -
DATE.
7. NO VMS OR NOEVCMM. W CGN_ AT
COLLAPSED AGAINST MAT r// MO 1XM IIAKANE EIIImN TIE PROro� DT AND BOTTGH W MUT.
"
IMQTAHT FACTOR - 1.0
ADICIIOI O POST TOaal ISP AND
NED= i UM OF A CNUIUTm 1CIROJE wmm ((MOLD T ST/LBS (On MUST SILL E
- - •
S• - n= (ASSUMED)
RO URMO IIAm ALLOM PROVIDE
CMEMMI X OF CHER M %A VMUK
RA® WIN MMM i NO VISUAL D@FCTOI W On REQUIRED On USING METHOD 2,L
NSPCGMR SNAL O ERVE THE USE OF THREAD UMW WT, TEE POSITION W RATE ON&K
^ y- `-�
- SIE . sm-
- - SEISMIC m1CM CATEGORY 0
SPACINO AND PAD ro RERAN TAE
ROOEMq SOOO TAW= E MM
AND NSO6TY W WITAN J=CR AND PROVIDE A TOED REPORT TO ALL APPROPRIATE PAMICS
.--
� - Pr :��-
ASD am SEAR - 0.20
eX11
APPRWMAT KARL .
MASONRY DE9ON a TEASED GN THIS sPFDu INSPECTION.
+
SITE CLAM D (AMIE0)
VERTICAL FOOTING R04MOM AT WALLS
R•OE9015 ILLUSTRATED ON TNS PRODUCT DATA SRT ARE FOR PROM -4 WAIS AMT PROTO-4
0101 e' -r MOI RISE
REAM WALLS UR TO A CO MO WEIGHT O 10-r. ADDITIONAL, SCHEDULES AE AVAILAAL
,
..
/{r N CENTER W
FOR PPROM-1 WALLS (P m IS--rMOI AND HOE1R Y3W PROM -4 WALLS
_
i7
SOACH'r 6• W.
on 1. O( '
U®MEO
1L OWYOIfOIAlY IEIEO(SD PRASRIq SPECIAL�ELIIOE
0. N JL DSPECIAL 61SOQIIOI
•Ha000 CONTINUOUS OBSERVATION O ORWTNF AIOW WIN A PRE -GROUT NOW= THE
-
•F.
'
L THIS DETAIL SK118 M PWT MOON ISP
aNIO® AL N TCL OP PAL- HOWA R M
PRE -GROUT NAPCCIGII W== rOOICATIW W TALC LOCATION W 11iRI117I1MN ELEMENTS.
OF IER
OUR OtmmW WB
fT AND OVERALL W600AO O1ALRY OF MAMMALS =6 UATL
. V::. -
(�}•'1.�
`;1 T �' C(:'jY T)�•
(4)
POST MOON RE SPACING B 91 EODpI
W TEE OP FR AND THEY DD MOT NSD TO
FOR CONFORMANCE WIN C06TRWT= DOaAENTS,
20. DG MIND FOR 00 DESIGNS ARE ElE1GED, EL O. 1.3LINE
:
yXR.WINO n `AA'"
,•\•
UP.
16 RIOT UUM N KILLS r -r A'O mm
/ (� I.
V
.
1r
/ ME T USD.
It A WIOACION W=O M STAB THE 04
�"� •R
i
VORTICAL MBAR DON NIT, M OP.
am -
-
..
DASFJLr�
MAIL
L PONE MGM rm
,
(r
L NFL
a mPN® DD IautR - IS (ATR /AERO
eEIWDI WI TOE O MR AD OO 1114111
70EE
HWOOIY ®
•
T t
Op FOOTING PROFILE
k'
4 OMTOP RAIL
L mw4 TANS
4
IO MILE
G D
A T F A on A 11m q EACH MIM ISP
V A
TAIRFLOG AGAINST e0N101 11/r MUf
AND TAm mNAPSID m At1WK MISOF
L TO I SSW O Tm AP= IF LOGON O
IDIMAMn oTIp amN v ID,maG e
PROM -1 (IQ low D m RASP US/G A CMARAIM
X W NOTES 1.
(1) (1 I. ELL W SLOON WN TERM
WEDULTELY'W dM RW.
NOOK WEEP DII YOT SELL W RAOM
--
m
i W em W SAFTCIDIT sm
TO COMM RATE AGO RED.
ON SPD F USG TOOL WOMENmnm
_ IR. METE MI[ 17.
A/IWOVID M& DORM BMW= OPLL
•
.
PROM 1 WALL CONNECTION M TDP OF CONVENTIONAL MASONRY 1 STEL RATE SMS ••• ••
PERFORM A law 0®ECI1ON CHER SG IN _ - - - - `..Y. _ - •_ _ - - _ --_ ._.
RETAINING WALL A 4• PRDTO L 1/r t r . r_ _ _ (4) - (1) an NEW m cam M ON is mURm
B. r RDD a 1 r. 4 1y M r' W IDI no UOT ICAC WTEtDI M TMS AD
KD STatE - -` - N G r SLAP PRO E 1/4J t r M r wr= W MIL Fusm law .mol STATE OF CALIFORNIA
NOTES
1. TOA W F'ODINa
1 FROM 0 WALL - VERTICAL POST
TENSIONED ROD NOT SNOW FOR
S Wi M CURS S ARE SHOWN
N DETAIL DIM SIM Sffi
MAY E USED AS REQUIRED BY
THE FENCE WNL OC W.
(RraaR_
1. HOMINTAL JOINT RENFDRCMG OWL
I
E PLACID AT THE MORTAR ANIS a
a p INDIAN TOE PLATE WASEIR AID '
r . OR: THEREAFTER IATL THE TOA
W Fail= a REACTED. (a0 A MDIIMAL
6.-r NIGH WALL IUD HAYE JOKT
FIMORCNG N A TOTAL W THREE
/ .n \ DETAL AT YWOR SOL RETAINAGE NOiBZONT JdNT RFAi0RQN6
. N NO YALE ICA SGME
s -
f4)
D. r PROM R t/r . e 1 r
SIEEEL PUTES ro E AT
TEE roDE W TIE CELL SO THAT
•
KIM aum Iswm WALL D10W ELL
a Tm m D m FTA NI Am VISUAL.OP6DON
O 0R. a MR WOR.m
L IISTAULR MOT HAVE SEEN OEVTV I SWIM11
ANSDDCMONJL DISPECTM IEOUIRED AS FOILDri
03-115-906A.
THE PLATE MARS MY ON
THREE SIDES
Fl)FMU NY aE OF If= TIO MLDAID OV
AN MP Om SUK amm oswm
1. SPECIAL OF VTY INSPECTIONS RECIURED BY AN mo GAnEWD SPECIAL d5PEC10R, TOED UP APO
APPROVED By THE CITY PRIOR TO STAR W CONSTRUCML
n
♦
�,,�
E t yAr�
wwm TO PONGEE A Cam m ARA" m
I=PMS
i THS NSPECT011 SHALL dIDECT FOOTINGS NOR ffi AID SITES RACFOEEM IMiCR M PWPoIIa
-
KMRCU5 PER N07AJIZ
CD17ER OR PER NOTE pi
L CiIITEA OR ENO ®ONO/
\J
^
JN 26 2t'
08-115-5742
/ `OOECT TENSION INDICATOR (070NO
w
./J�■■1`-�-,�5
1 NOPLCIOR ISHALL PERFORM A FNAL'NSPLCTION ON POET-TENSOGIO AS USim AT GENERAL
f
'
08-115-5917DI�t
`
SCALE
NOTE 17,;Z OCTAL i
JOE Ua[R
.2
08-115-5987
4 INSPECTOR TO PROVIDE THE ORIGINAL W BOTH SPORTS TO THE CITY. COPY W BOTH REPORTS
WWI
mlON NLULSM: Nam PSI (AKIN. 700 PS►/TT LATERAL. SEISMIC SOIL PRWRL TYPE 0.
DRAW
ETOUEIN:
M OWNER AND PROM -4 WALL SYMM
1. MAXIMUM WIOT FON 4' Fm10 11 . I' -e: MAX. KIWI IN r RDD II - W -r. W. WIGHT FOR r
JCF
"1 -I
L r MINIMAL () e/r OR
- .
^ X PIAN
CM[UUID
SCALL
r AL NOMi(T6'1%W
i IrOUMAL IREI
R M DNTNES AT ra r FROM 1
5
e
NO SCOL
L PROM 1 WNL H'
I r MORTAR COVER AROUND
CARER =POST tDE9OA9
MOD FON 0001 ROIECiIOI
3 7/tr DIA FULL NEXXT POST TENS
MKWM VIA V9GTCC RMNA
SHOWL TAPING GN Or?
APPROPRIATE LEAPS
a n10DN FOOTING TO NONE r WL
COVER AS fEOURED ARM
ANCHOR BUT. I
L SIE MGM AND ODER DETAILS
I
NO
• s4W/IMIOIa AT r ROTO l
NQ1EIE SET74G PAA NO V= OR
OF POST MG W OD NOTE AT . BW
W PWT MBON ISP AMD ACDF. LOS
AUDM 0.%u M COMSITMIK NON W -
a.CE11 MA G OR OTI a PPRO
SIGNS, TAIPWIG ON O11IA APPRWrATE
CALLS
n INLINE ULE 1K D W ID ING
EGG
ON LIE W OPDOMNN TIENIE FNKTIR
WT L TA, �1 � SUS Or � t� WE FWIY
r 0® AT TW W FOO 10,
N L r MONTAR wom ADAC O KO
ADAUR POST IDISM 11m FOR
CONOS01 PROTECTION AT FIRST NO RSL
4) 1 %Unr4L WDIOMM AT DP
q t) Fames
FOR
WPI an r -f
O� ; l , IIRI USE M . AT DE .y,,•GI Roa
uaFan
FO oa AmE r94% SPACE O
MOP
2r SSG rAl
. m
10, A oWOACCI OPTION 0 10 STAB THE IN
AGOG{ ME" ON DINTO INE ID.
LL MT AT ENO W RODE - TYPICAL
114WA WALL SECItdEI AT OSP FOOTW "
NO ma
4 '
dACKI G NUOpij
03-115-906A.
04-115-5127A
p(?
lD lc r I{
07N-11 5-5438
08-115-5704
JN 26 2t'
08-115-5742
w
./J�■■1`-�-,�5
'
08-115-5917DI�t
L -
:
JOE Ua[R
.2
08-115-5987
WWI
mlON NLULSM: Nam PSI (AKIN. 700 PS►/TT LATERAL. SEISMIC SOIL PRWRL TYPE 0.
DRAW
ETOUEIN:
' -
1. MAXIMUM WIOT FON 4' Fm10 11 . I' -e: MAX. KIWI IN r RDD II - W -r. W. WIGHT FOR r
JCF
MPB
FROM If -1]'1' CC WIMTIC N ELLS MO E USED.
]. WXIMM DIP FDOTIIG 9ACUG . t•' -W: WINIIW >aAACINO - ]'-4•. TMJRga 11 tri SSR M KAISER O
CM[UUID
SCALL
DIP MOTINIS VST REMAIN THE WE FOR A GIVEN LLIGTH W ELL.
AB AS
N01 CD
4. POST MISION ISP IS INDEPENDENT O DIP SPACING, -
DATE.
a. POST MBION MD SEltlm TOmAIR 11 Ar tN TIE IIIIOt W 1® FOR A Grp LOON O WALL MST
RELIN THE SME. PWT TENsIOm MD4 AT o]rTNeL AINn Ga1rt Fa TOTAL OMB W mos FOR BLL
6/17/08.
..
LEON enWp m1TLi JOINTIL .
'Z-
.
�•
I. Ir DIA . 3'-eCINDLM PTP PMTIHD WITH 1 04 WOR. Mr E USED IN LIEU W DIP FMLN
SETTING SAID. -
ROOT: 1
-
SPACINO AND PAD ro RERAN TAE
■ W.
4
_
" I-