10-0980 (BLCK)P.O. BOX 1504 VOICE (760) 777-7012
78495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
-- - - Dater 9/23/10
Application Number: ,_10-0000098.0_ Owner:
Property Address: 79786 VIENTO DR CRANDALL JEFFREY LIVING TRUST
APN: 609-610-004- - - 79786 VIENTO DR
Application description: WALL/FENCE LA QUINTA, CA 53 b
Property Zoning: LOW' DENSITY RESIDENTIAL ---- --------
Application valuation: 346 -
Contractor: P 33 2010
Applicant: Architect or Engineer: Owner
Gr"iYOF LA CaUINTA
1, ---------------------------------
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with 1 hereby affirm under penalty of perjury one of the following declarations: -
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: License No.: for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
< - issued.
Date: Contractor: _ 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
OWNER -BUILDER DECLARATION insurance carrier and policy number are: -
hereby affirm underpenalty of perjury that I am exempt from the Contractor's State License Law for the Carrier Policy Number
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any .
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws•of California,
permit to file a signed statement thathe or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or - 3700 oft Labor Code, I hall torthwith comply with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any'violation'of Section 7031.5 by • � �/1�-�l7I
a y pplicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate: `-J-=-�O pplicant: (/ r
(�) 1, 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 WARNING': FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND'ATTORNEY'S FEES.
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.). - APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner ofconditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). whose benefit work is, performed under or pursuant to anypermit issued as a result of this application, .
(_ 1 I am exempt under Sec. , B.&P.C. for this reason - 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
�� I performed under or following issuance of this permit.
Date: caner: - 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
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
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances a state lawsrelating to building construction, and hereby authorize representatives
71a
is county to enter upo the above-mentioned roperty for' inspection purposes.
: 1' D S' nature (Applicant or Agent):
f
Application'Number . . 10-00000980
PermitWALL/FENCE PERMIT
Additional desc .
Permit Fee 15.00
Plan Check Fee
.00
Issue Date
Valuation
346
Expiration Date ,. 3/22/11
Qty Unit Charge Per
Extension
BASE FEE
15.00
Special Notes and Comments
COURTYARD WALL -.TOTAL OF 16 L.F. 5'
BLOCK WALL, INCLUDED COLUMNS AND 4 -
WOODEN GATE, CITY STANDARD.2007 CODES.
-----------------_-_--------------------------------------------
other Fees . . ... . . . BLDG'STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid
----------
Credited
--
Due
----------------- -------"---
Permit Fee Total 15.00
.00 .00
15.00
Plan Check Total .00
.00 .00
.00
Other Fee Total 1.00
.00 .00
1.00
Grand Total 16.00
.00 .00
16.00
P.O. BOX 1504
LA QUINTA, CALIFORNIA 92247-1504
7$-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
PROPERTY OWNER'S PACKAGE
(760) 777-7012
FAX (760) 777-7011
Disclosures & Porins forbwner-Builders Applying for Construction Permits
I.SIRTAlY7Y 1!lOT1ECE TO PR(1P�tiz'ry ��:�� .
Dear Property Owner.
Eln : application for a building pewit has been submitted in your name.listing yourself as the builder of the .Prop"
imn vem nft specified at
-Vire are providing you with an Owner -Builder Acknow. ledgment and Information Verifieation.Fortn to maid; you awnwof your
responsibilities and possible risk you may incur by having this peraait issued. in your name as the
Ow -Builder. We will not issue a building -permit until -you. -have read, Initiated your. understanding rstanding of each:provislon,
signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute thi¬ice
unless you, the property owner, obtain the prior approval of the permitting authority.
Di MMONS. Read and &dtial`eac* statenretrt-1 et v—l6signify you w dierswnd or yeti, fy this Mfbrin g .
- -1. 1 understand a frequent practice, of unlicensed 'persons is to have the property owner obtain an "Owner -Builder"
building permit that erroneously imphes that the property owner is providing his or her own labor and material persoriai#ji.1, as
an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained.by an unlicensed person
and his or.her employees while working on my property. My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as.an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
"on my property.
2. I understand building permits are' not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to .assume this responsibility..
3 I understand as. an "Owner -Budder" 'I am .tlie responsible party of record on the. permit. I understand that I may protect
myself frompotential financial risk by hiring a licensed Contractor and having the permit fried in his or her name instead of my
own. .J .
4: I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
rmits and contracts.
5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer"
under state and federal law.
6. I .understand if I am considered an "employer" under state and federal taw, l must register with the state and, federal
vernment, withhold payroll taxes, provide workers' compensation disability insurance, and' contribute .m unempoyment
compensation for each "employee." I also understand 'my faihire'to abide by these laws mayy subject me to serious financial
risk
I 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
s lances cannot legally build them with the .intent to offer them for sale, unless all work is performed by licensed
subcontractors and the . number of structures does not exceed four within any calendar year, or all of the work is performer
under contract with a licensed general building Contractor.
8. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any
cial or personal. Cnqudes gustained by any subsequent owners) that result from any latent construction defects in the
workmanship or materials.
9. I understand I may obtain more information regarding my obligations as an "employer" from the hrtenid Revenue
SBrvice, the United States Small Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-
800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors.
Tp10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
legally and financially responsible for proposed construction activity at the following address:
agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
ap licable laws and requirements that govern Owner -Builders as well at employers.
T12.1 agree to notify the issuer of this form immediately of any additions, deletiaas, or chMW to guy of the information I
have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with
someone who door not have a twense,.iire Contractors' State License Board may be Enable to assts you with any finawW loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in'eivil Court. It is also
important for you to: understand that if an unlit ensod Contractor or employee of that individual or firm is injured while wonting
on your proPertY; You may be Heid liable for damages. If, you obtain a permit as Owner -Builder and wish to he ConUfttors,
you will be responsrblo for verging who&= or not those Contractors are prope* licensed and the status of their wwkers'
compensation insuraum coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issaift.ftl pw=JL Now A copy, of the `rropergr ow+ter's dWver's likamej fam nota*Sde r or
other verification acceptable to the agency is requira to be when the emdt is i u to xerl the
preserttetl p fY p�M:!'
owner's signature.
S4naature of property owner Date, r 23-) Q
Note: The following Authorization Form is required to be completed by the property owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUT$ORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHn
Excluding the Notice to Property Owner, the exemdon of which I understand is my persomal responsibility, I hereby authorize
the following persons} to act as my agent(s) to apply for, sign, and file the documentsnecessary to obtain an Owner -Builder
Permit for my project. _ \ L�
Scope of Construction Project (or Description of Work): 1 U c�� ► YA L(J
Project Location or Address: 7 q T81. VI r– boa—
Name of Authorized Agent. Leo ".�ti t1 S 1 Tel No -
Address of Authorized Agent: 3 D d f e,5 Cr'IL -i1 A 1 U �2 3
I declare under penalty of perjurythat I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the owner's driver's license, forret notarization, or other venfication
acceptable to the agency . e uired to be presented when the permit is issued to verify th�ejproperty owner's signature.,
Property Owner's Signature: kLI. Date:
<. ,�, •.�.�.. �._ .- .,4matio ria SHL �Y
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IN
.r Application Illliscellaneous Informatioin. Maintenance
` 'Application'number:. 10 00000980
APN: 609-610-004- -
"� .Address: 79786 VIENTQ
i
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COURTYARD WALL`.=' TOTAL+:OF "`16jL.F. '5; -
Y' j.
BLOCK �WALI�,INCLUDED"COLUMNS,AND,4;.
9/23/10
Y
WOODEN GATE, CITY•STANDARD 2007 CODES 2'
BPNT _
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SeR_ ember 27;_,2,010111 11 36AM:khensel
9/27/-10
�-
PER,AJ. DETAIL .CHANGED TO PROTO-II
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Bin #
'
City of La Quinta
Bln7ding &r Safety Division
Permit # C[,�
P.O. Box 1504, 78-495 Calle Tampico
O ,"� 0
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
—1
C Project Address: t �
b lOwner's Name F C (� (J (}
A. P. Number.
Address: -—
Legal Description:
-City,-ST, Zip: LIt IN S3
-Contractor;
�.� Tclephorie:
Address:
Project Description: COV 4- t.J
C°ty. ST,
Com.01V+ 5e Q, 0 tl' A t-p( Jtr
Telephone:
� � ' � a-4-� �2 ' l oma- �✓ � k�
Stale Lic..# :
City Lie. #: ►t .�..� f �G G� 'i t �Q.
Arch.. Engr.. Designer.
b J� 01 OrAt w r'�k AOci (-
City., ST,. Zip:
Telephone:
on Type: Occupancy:
State Lk. #:
pe (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
LStq..FL:
#Stories:
# Units:
Telephone # of Contact person:
Value of Project
APPLICANT: DO NOT WRITE BELOW THIS UNE
# Submittal Req'd
Recd TRACKING PERMIT FEES
Pian Sets
Plan Cheek aabmltted
Item Amount
Plan Check Deposit
Structural Cala
Reviewed, ready for corrections
Trus Cala.
Called Contact Person
Plan Check Balance
Construction
Mechanical
Title 24 Cafes.Plans
picked up
Flood plain plan
Plans resubmitted
Grading plan
2'4 Review, ready for correctioasfusue
Electrical
Subeoutactor List
Called Contact Person
Plumbing
Grant Deed
Plana picked up
S.M.L
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3" Review, ready for correctionwlssuc
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr
Date of permit issue
School Feer
Total Permit Fees
A • �- d - • (1 (13) UM AN ALLOWABLE PASSIVE ENSHO REAIAE OF 200 PSF/FT STARTED AT THE TW OF
. • ARE NEGLECTED FOR PASSIVE) AND A IOaOn ALLOWABLE BEA OG
• V ' , • _ • , i BA - _____ _______ SOL � BE DR/Dm FOR F0011N5 AND FOUNDATIONS, USE KANOK2 WITH A WIL
(ISx1I» F
I' >' ' • (6) (8) O
END WALL r 2) Ts (1 (14 (1 (u OW PSF.
a STRENGTH OF 2•-00 PST - E OIE/R (TYPE V WHIM TECIAED BY OMM BOLLS ENQ M
r-
. (4 O RETURN C TIA ( ' OR OOIOEIE SHALL E A TAN. OF 4e NGLIEb NLD PRIOR ro FNAL TOZOGM
V
, a
----- P --- --- a EAP FE.9FDROf1c STEEL LAP . 20' FOR µ BARS 3Y FOR A BARS N MASONRY.
- ------ -
IN CONCRETE FOR
05 BAN.
:. 24-
0NOE MASONRY UNITS WALL COMPLY POLY WTH
6A BA - - - ---- - - - ------ MMOA FOR BLACK 0 BASED ON MIDD BLD WM NTH Q- 7
--------- --
% BLOCK
HALL BE
0. ` - i P • I 7 10 ROD MROMNa STANDARD LEAD JONI BLOW LOW A MO 7 ASTM C-91) AND BE ZOOOW>5BE LIM OR
O ZK
END OF WALL ) OBE USED,
O CONTROL JOINT SPEC (1 - 11 A I ----- I 'L(11) & NOarIFR7EABLO�tBE
a0TY MAY "DO
O PgP9Ps EGL Narrui Eur BE USED As sRCEr N C TOE Ears
_ _ r fx• -- {•------ Ty MORTAR MUST BE A TOL a 4 "MM OD PRIOR ro IN TIAL. TENSIONING NO 24 IDUFO OD
2) + r (6) • (12) n FIRST STO ONY fQ11tITYPEI EMAY TE SET N FREER COUCIEIE FOOTING. LEAD ANTS MAY TE
(ta) (10) H OMITTED IN FIRST CMME FOR LEES NOES �)
• O END OF WALL 1r GROUTED CELL FT1LL (14 n PROIW IWDRNE Ofii> A4 iFOE== TIMM SHALL CW:MM mE7801 ASIN All ItNO PSL OQIFLOM Nuts ALL
1Z'
IT - (4 HEIGHT PER ENmIA. NOTE & (f (t (t . r ---- - -, (I) , (1s T IODS, IDESF TENSION KWAIM ( A DNELT MOM !INDICATOR (OT) S' A CORRE W
f___ _ __Y • • O __________ _____ J F L__ ___ _______ PUSH � ALL OF 116 INSTALLER. POST iNSION RODS SHALL BE R
1
MASONRY WARE SHALL BE SUPPLIED BY ONLY AM
NOTE ----------- , RETIJRN(CON1lRTE111 - - _ M- RYRL U �T THREADS 0 ro Am A616 - 60000 P51) AND
_ WEO0. YALE A CLEAN VERTICAL - _ _ - N7/A1 WIB•1R
ADR BREAK a ALL MATERIAL ' � • - 1 __________ ___ _ _ _ _________ AND THEAAIC CAN E A00010.Am
. ____ ______� 1 ___ TiHSIOI NEA O POST TENSION RMI - .1303 SQUARE NOES.
j T , DAMAGE ro THE POST OOLAIODBL
N CONTROL JOINT. . _ R.,,, s• \ .V '.� - BEARING BATES ARE 1 4• t1NXRaOpy.�E SE DETAIL 3 FOR TIDTw 1/r CORDO
O CONTROL JOINT SPEC. (9 . (Bye 45) O8 --- -
PER Asn APP A AID BI- nrsT FILLY ENGAGE THE UPPER AND CUM RON
' O
MAN GATE AT 8'-6• HIGH - tr H• 1 3 i1LLT ENG10D//YAS OEI�WNE) ASI T/2: YN. ALIO OCREA m Mg.
UTS NE m 8E QKAR B. PER
INLINE PLASTER ORp (RUC) MASONRY: PER IY FREE SlNB)NWG PEILSIEN % ' aDiFRa�9BLFIWAaEp R'ffRB AM FTOI TESTASoYING Pt�ROEDtKI41EL RAST C REBM tOR (SOLI
' SPECIAL WALL CONDRIONS AND OPTIONS -
• APE NONSTRUCTURAL
IL HORIZONTAL JOINT ROFON wE CAGE al 0 oADIAMETER WE AND PLACED POT PDETAIL
. - - No! LE - AND OOFON TO ASTM Al2 LAAfR TVPE 9 CAGE DIAMETER. , LAP JOINT ROWORMW ONE •.
WIND
WALL 1' PPOTO 11 r SROTO 11 r PAM 11OIP IFR CONTINAS
FORE
HEIGHT POST TENSION POP TESICK POT tDSla IR ' • IR CHH FOGTINc
MID SPADING RMI SPACING IID SPACING all CENTER DEPTH -
ON CENTER ON WITTER ON CE111FR SPACING. SFE SEE DETAIL 3
DETAIL 4 FOR FOR SECTION
DIP FOOTING
Ra1LE. SEE
. BETA L 3 FOR `
SECTION .
14.1 PST
_,-
NTH
-0
0 0 14 /0•
EAPC
Id 4-0 -0 e-0• I2-0' r'
1 3 -4 3'-0• a -a• 1! II'
.. Noes: , ..
' ' 1. - POST TENSIONED ROD.
& N RHNFOROIG WITH 6- HOOK .r 7.
DD OR CaHFR OF WALL MAY STMT
11. 5 -.PR= 1 WALL -TYP. U.N.O. ti RUN H ORMO TA. ANT REDFOROJG
MOM,
RTES
GENERAL NOTES
PROTO 11 FENCE WALL SCHEDULE -
i, vfi 2
EID a WALL
Nm Fo01NC BFLOWI FILL NTN
TTN 04 VERTICAL REDAK GROUT SOLID
12 18• MASOOTY PER WITH x /4 VERTICIL THROUGH PER SNP AT FACE a -
_ ROD VAR4FLE SPEC AT
N0. S ATTPPLES WALL SOBARE
1. THE fROTD-1 WALL 5 OEM" FOR DOD AND SEISMIC FORCES AS RDE ARID NO APPROVED
� JM�
C'A:�FORNIA % �i
].
RODS AT Ir EITHER SIDE a A
- GROUT OR Ir HIGH LIFTS a MORTAR
PER GEN RAL NOTE & THIN SPACE, _
: AND 1 /2 TE AT TIP a POR -SOLID . ' ' PER AT CONTRACTORS OPTION.:-. :.
Ir VADAIKi �� m AIL tN
A
BY THE LOCK SEF SC ECKAES FOR EOPOSIAM WILD 11310004 POST TOGO®
Vaww
-
r
CONTROL'ANT OR END a WALL-
aA POST TENSIONED RA SPACOO. PER
RBST POST MGM ROD PER SCHEDIAf
1]R(LJr TOP COILRSE 1& ALL CONYONTDfULL VERTICAL MASONRY
'�N
ROD SPACING, F000A S= ETC. CONTRACTOR 0 RE4Ci®IF 10 VERY REOIA�RS
T7WlAwrIQ1 a WINO LOAD CESTONr1016:
d
POST TENSIONED ROD WITH PLATE
'A'
SCHEDULE BUT NOT m ETICEID
REBM WAY STSSTMTE FOR P.T. ROD
13. 24• MASONRY PIER WITH 1/4 VERIHCAL PIER REY60RmIC SHALL HAVE r HOOKS
� �TM� W��t�
ORAL IMDNC DEPARTMENT AND OMM ALL WORK IS ro IE PERFORMED N ACCORDANCE WIN
THE APPROVED D SITE PLAN SOLS REPORT AND/OR APPLICABLE OME RDMMO 15
SIM m RT BLOCIL - PER
4•-5' ON OTHER SDE a THE
AT C12WIER OR END a WALL. SE
EACH CORNER AND 102 TE AT TOP PIER AT BOTTOM AND EYTED A OWN
. TAIL
ASCE 7-0S _ s - 0.0E (CATEOOR I TABLE D-1)
G
4 t S
.. . . S
DETAIL 5.
YAN CAIS AND ATTACHMENT BY -
CONTROL AOR OR END a WALL_
-. &
DETAIL S FOR PLATE SEZES.
00' FOOTING m E LOCATE) FLOW •
H. LIE a F007INC BOON. FOOTING AT a 8- INTO TOM=
PROm 1 WALL PLANS AND
AT CONTRACTORS OPTION. THE
MANSION AM MAY OCCUR AT
2 THEY DESIGNS ARE NOT m BE USED FOR REFAOOID EMM UVOL BAOONu ABOVE 1`-4- FOR
PROW -4
C FRO10-IL Y -d FOR 0' PFROIO-N AND 7-E' FOR tY AS YFA4DFD FROM LOW
0.00250 . ra W 141 O! . VAA LIED. 8-15) F - Ct . At EM 1117
�BS S
0.57 IV B. 0. E10' C (TKlE'6-(� (R 0
OTHERS MAX WIDTH .4'-0'.
.
A-BLOCC
O IN
SCEDUIES f00TNG AT PER SHILL '
THE FACE O TH PERS AS SPECIFIED
SOL m HGR SOL: NO SLIROIMZS WITHIN S-0' OF WNL ARE MIDLIFE. SEF DUAL HL
. ICID 3I - 1 NO WS 2 10)
�t - 1.0 FORMS IS -0' (SFLT1016.5-7-LfBL ) •9 3 . 1.
♦ • •
MAX WIxHr -60 POUNDS •-
• 9.
6• WALL AS OCCIAM
BE 12' THICK AND 4• WIDER ALL
14,
COKMALNTRA
a TOM= 70 BE LEVEL F SLOPIES THE FOOTING SHINAL VAMO
LAR To 1 Al - 1 FRF.
5W TANS
r ;
.
(t _ (8 10.
GROUT ONLY GOES WITH VERTICAL
CONVENTIONAL RFD6QtOLIC AND 16
SOLID. -
AROUND THE PIER.
• AT CONTRACTORS tP11IONC POST-
A TOS
LIEU OFC Rm9 MAA F USD N
LEU a ANWENToIa REWFTNIRa
SHOULD BE PROPEL HEIGHT TO BLOCK TYPE LISA ALL DrASMOAD BE CLEAN AND
SOITAN NO IDOSE EARTH OR ACED PRIOR wTTFli
a E7mAVA CONTOL DULL BE �RAC1�Ot 9�iA11 Y NA SOLS RPOFt ROLUVT 91E SOl3 CONDOCIOCTE. PRIOR ITIONS IEET FOUNDATION
V - VETDC1TY13IS000 WIND .
• 1.1 I LTIRIOR USED m ADAW M ONIOL MAST ENT FACTOR RA riam 640 FOOIIDTE 3.
A • �- d - • (1 (13) UM AN ALLOWABLE PASSIVE ENSHO REAIAE OF 200 PSF/FT STARTED AT THE TW OF
. • ARE NEGLECTED FOR PASSIVE) AND A IOaOn ALLOWABLE BEA OG
• V ' , • _ • , i BA - _____ _______ SOL � BE DR/Dm FOR F0011N5 AND FOUNDATIONS, USE KANOK2 WITH A WIL
(ISx1I» F
I' >' ' • (6) (8) O
END WALL r 2) Ts (1 (14 (1 (u OW PSF.
a STRENGTH OF 2•-00 PST - E OIE/R (TYPE V WHIM TECIAED BY OMM BOLLS ENQ M
r-
. (4 O RETURN C TIA ( ' OR OOIOEIE SHALL E A TAN. OF 4e NGLIEb NLD PRIOR ro FNAL TOZOGM
V
, a
----- P --- --- a EAP FE.9FDROf1c STEEL LAP . 20' FOR µ BARS 3Y FOR A BARS N MASONRY.
- ------ -
IN CONCRETE FOR
05 BAN.
:. 24-
0NOE MASONRY UNITS WALL COMPLY POLY WTH
6A BA - - - ---- - - - ------ MMOA FOR BLACK 0 BASED ON MIDD BLD WM NTH Q- 7
--------- --
% BLOCK
HALL BE
0. ` - i P • I 7 10 ROD MROMNa STANDARD LEAD JONI BLOW LOW A MO 7 ASTM C-91) AND BE ZOOOW>5BE LIM OR
O ZK
END OF WALL ) OBE USED,
O CONTROL JOINT SPEC (1 - 11 A I ----- I 'L(11) & NOarIFR7EABLO�tBE
a0TY MAY "DO
O PgP9Ps EGL Narrui Eur BE USED As sRCEr N C TOE Ears
_ _ r fx• -- {•------ Ty MORTAR MUST BE A TOL a 4 "MM OD PRIOR ro IN TIAL. TENSIONING NO 24 IDUFO OD
2) + r (6) • (12) n FIRST STO ONY fQ11tITYPEI EMAY TE SET N FREER COUCIEIE FOOTING. LEAD ANTS MAY TE
(ta) (10) H OMITTED IN FIRST CMME FOR LEES NOES �)
• O END OF WALL 1r GROUTED CELL FT1LL (14 n PROIW IWDRNE Ofii> A4 iFOE== TIMM SHALL CW:MM mE7801 ASIN All ItNO PSL OQIFLOM Nuts ALL
1Z'
IT - (4 HEIGHT PER ENmIA. NOTE & (f (t (t . r ---- - -, (I) , (1s T IODS, IDESF TENSION KWAIM ( A DNELT MOM !INDICATOR (OT) S' A CORRE W
f___ _ __Y • • O __________ _____ J F L__ ___ _______ PUSH � ALL OF 116 INSTALLER. POST iNSION RODS SHALL BE R
1
MASONRY WARE SHALL BE SUPPLIED BY ONLY AM
NOTE ----------- , RETIJRN(CON1lRTE111 - - _ M- RYRL U �T THREADS 0 ro Am A616 - 60000 P51) AND
_ WEO0. YALE A CLEAN VERTICAL - _ _ - N7/A1 WIB•1R
ADR BREAK a ALL MATERIAL ' � • - 1 __________ ___ _ _ _ _________ AND THEAAIC CAN E A00010.Am
. ____ ______� 1 ___ TiHSIOI NEA O POST TENSION RMI - .1303 SQUARE NOES.
j T , DAMAGE ro THE POST OOLAIODBL
N CONTROL JOINT. . _ R.,,, s• \ .V '.� - BEARING BATES ARE 1 4• t1NXRaOpy.�E SE DETAIL 3 FOR TIDTw 1/r CORDO
O CONTROL JOINT SPEC. (9 . (Bye 45) O8 --- -
PER Asn APP A AID BI- nrsT FILLY ENGAGE THE UPPER AND CUM RON
' O
MAN GATE AT 8'-6• HIGH - tr H• 1 3 i1LLT ENG10D//YAS OEI�WNE) ASI T/2: YN. ALIO OCREA m Mg.
UTS NE m 8E QKAR B. PER
INLINE PLASTER ORp (RUC) MASONRY: PER IY FREE SlNB)NWG PEILSIEN % ' aDiFRa�9BLFIWAaEp R'ffRB AM FTOI TESTASoYING Pt�ROEDtKI41EL RAST C REBM tOR (SOLI
' SPECIAL WALL CONDRIONS AND OPTIONS -
• APE NONSTRUCTURAL
IL HORIZONTAL JOINT ROFON wE CAGE al 0 oADIAMETER WE AND PLACED POT PDETAIL
. - - No! LE - AND OOFON TO ASTM Al2 LAAfR TVPE 9 CAGE DIAMETER. , LAP JOINT ROWORMW ONE •.
WIND
WALL 1' PPOTO 11 r SROTO 11 r PAM 11OIP IFR CONTINAS
FORE
HEIGHT POST TENSION POP TESICK POT tDSla IR ' • IR CHH FOGTINc
MID SPADING RMI SPACING IID SPACING all CENTER DEPTH -
ON CENTER ON WITTER ON CE111FR SPACING. SFE SEE DETAIL 3
DETAIL 4 FOR FOR SECTION
DIP FOOTING
Ra1LE. SEE
. BETA L 3 FOR `
SECTION .
14.1 PST
3 0 -0' 0 - 10'
1187*as
NTH
-0
0 0 14 /0•
EAPC
Id 4-0 -0 e-0• I2-0' r'
1 3 -4 3'-0• a -a• 1! II'
a - -0 a -0' li•-0- 24'
5 •-0'
tr
- R 3-0 e 4 >9
C -4o -0' S -0 3D•
•
- - - 3x
• OE CEImM NOTE ia. `
a. DOWN FATIIN DEPTH ADJUSTMENT (AT WMWM•S CATION): • '
AT THE OOTRACTOR'S OPTNCN.. W TO CIE C/Eig O MLVLWI MAY E BALED BEII• IME. N .
THE BAIE) BICCK WAY E USED A: PMT O THE TW= DEPTH PROVIDED TIE. SOIL WITHIN
5'-0- C EACH SIDE IF THE BLOCK IS OOPACIED TO W PEROHT. THE ONEIL WNL FLIGHT 13
OUINED AS SIERT IN OCTAIL ], FRE) THE TO 6 THE WGrIA7 m THE to' O THE WALL
REGARDLESS O �[11ER A COAtSf 13 B1NIOD
• a FUL CROSS SQUARE (r
• }.� to U LEU a FILL HEIR RAs CONTRACTOR MAY USE SH RTER RAs 1/r COiLSN AND `. ' •
. NOTES: (1' \ I MOM t SIRNOR RODS TOMM BOM OW FOR AONIOM UrM EDL OF Jr l• HOOK OR 7 i. ILS NOW IS REQUIRE) FOIL IBC _
\`iI _ TOOK AT OND OF TENSION. RAL
.. ' 1. PROIO 1 FEND: WALL PER t. BRIO 1 FENCE WALL 14. AMiRa JaNTs m E MOD AT MK 3IF 0.0 N ALL 110NSIUDOOED WALLS AND - SECTION I= TFL RWISMO DESIGN
PRODUCT 3 PESO rWNAP90m FOR Cd NO/EN VERRCAL VERTICAL BREAK aE�lEkl TTS � TTHHE THAT
ROTES A NATTENSION NROD AWL BE (t 1 SNAIL t FOORERR OD SPS ATCOTRROL AO� OF ALL wTEBAL4 SE IMMORAL
ROWIROMM PROVIDED By ME.901LS
I. FSHOWN FOR CLAIM.ENCE WALL - OCTAL RIOT (1) 7/18• DU STRAIGHT. THREADED 1 7/12 Ou fTLt HENRY POST �]gOED 1a NO CORDS MAY OCCUR cotemy eanor AND M ANTACT WITH THE BEAFM MHC 'RENEW. -
` 2 FO®IFD GRADE BOTH EDS No SHALL HAVE RAS PIN r FDO® AND IRf,'IFD E0. /a TERSIGNI RAS WAY FESTABBED INTO ET ONOaTE OR MWD N RACE AT CONTRACTOR DRB01O • ,
I NO SLOPING AWAa1T GRADE YON It EI® ONTO YA90ONT ROIL TIWAD9 AT ID' ITai N:; ARACIWOfr. SFE ESK a MOTE N0. ] AT COfOILOTOR OPTION. VERTICAL IEBAR MAY E STARED CONI
AUDI A 1 I Nm THE OF. SEE DETAILS 3 AND a
RETANOC WALL WITH ME - . a DGNC Fro - ND E)0 Jmlis.Pvmnm
( (4) 4. Ps E FUOIP/C m 10' a. H 2 6tOIiWASU F ro NU16 • a � �V =�' 17. A E BEARING
D0 (.TE % lE WA HEBi SHALL E N9fMiPD G NST T E BOTTOM
O BETWEEN
W Orlone Ilio, .
THE SEARAIG MTE AID ROTI W THE Ell 'AT TIME
FLOG W AGAINST 1H Y A PR ID THE NII.
(1) S
BOTTOM a SETING PAD. WALL - D6TGm BY OTTERS a 1 r OFID taILAT PER FTa THE sPErJM aEPu1r REODED AT TATE a WAIL TE)BO.10 er A PROTO-1 ODS;; .
(z) a SEF T) Ir_w PURI WALLS b
INSTALLER m AEIY RFTAIDIG a - EET1I�io PIVD W IP # SPACING IILTHIA :1:1 /IOYINSVMtt�ODEVCO TEmOIt�tDimIGATXW(O ►PQM BY I UOF V AND O=FNO CATEGORY 1.0
IA m r-0' N9Gl Q WALL omam er oTFRS DILL 7. NO WDO3 OR MIEVOOBIO ¢¢ COIL AT GOLAPSD AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PIDro-4 011 AND BOTTOM ff RUC , IMPORTANT FACM - 1.0
7. SEF SCOIEDILF FOR WILLS
SUPPORT THE P11DT0 1 FENCE AUCTION O POST t0190N aA AID MtMA 2 USE a A CMJMTED TURRE WaNQU IOROUED m SITAL & MLOt SRL E a. > (/Son)
2 ABOVE S-0' IOIX WALL A80VE �RpCp ypg ,(LpUE,O, PvrIDE RAND WITH IETHIA L No EVAN NSPECIm O TE) REDIAED WNN7N1 METIDo IO. at
1O] FIE)® GRADE coaGLDAtlm O OOIIDEE 1)A VautloK NSR01OR SHINL OBSERVE TH USE a THREAT) 11H0'di1L THE PosTlm O MME ON BLDCIC YISIIIC DESIGN G1LOmr D
(s) 1 W ♦ :-/J WIN. N BOD ENI - LAP
ROOmKi SOHO rA1RD m YS11ER AND MNhY20TV OF MORTAR ml@ AND PROVIDE A 90® TERCET m ALL APPROPRIATE PLATES ((' ASO BASE SEAN - o.�
NOTE- P AOS z0• WIEJE aOLURi B)(11 10) » N9ROWATE rrAMaMA90NT OkS1C11 Is BASED ON THIS SPECK P�ECTIOI 1 SITE ILSs D (As4AE0)
- - - - - - - -
THIS DETAIL DESCRIBES THE -1 - S BAI3GEL SHILL E NON-WAWEE Y & VERTICAL FOOTING IDIOM=, AT WALLS Ta•mS100 WSMATm ON 116 PRDOMC DATA SHOT NW FOR P Dro-4 WALLS AID PROM -9 I
MOBLEN OWANCE REMStOM) R s SAS SEF SAS Room V•' (R r-0' OVER fd Ia01 IR REFAIFR WALLS W M A COMBINED HIOR O IW -O. ADDITIONAL SCHDOES ARE AVALNU ` I
.__ FOR THE LOOM FOOTING EDGE 0. COIRER F PARTIAL HEIGHT RA 0 µµ N C <OR PRO1D-0 WALLS UR m Ir -E HIGH AND ROHR THYBLSD' PMOTD-1 WALLS 5
TO F061ED GRADE STRAIGHT OR. 1L ALL CCMVEOMOIWLV REINFORCED PLASM RONNIE SPECIAL 19PECM SPECIAL INSPECTION
_ USED N 11E) a full IEIGRt RtAN I .
1W 2C 7 NtllIN.9 OOfIDN0119 OBaRVA1RU a GLmUONC ALOIC WITH A RE�Raur NSPEC11011 THE • F t i
m OATJG(r 7. (2) r oWBIER WASHERS IM L � OOK
KK SM THE POST IDDM RA PPE -00017 MSRLROI TOMES %t7DICATION OF THE LOCATION m S RUCRNAL f1DO1T% r� . ry
: - • 1 NUT ABOVE WASHERS LAID 1 CENTERED N 71G lD ITa - PJDEV4R TE GRADE O F MRMM AND OWDALL WOeDIA W AM QUA M O MAT70ALS BOC USED, , -
1XNRER eE3Dr WASHIM (OR TRO (4) POST TENSION RA 9ACN0 tsPNERIDOR FOR AMDOINA/m WITH CaGT= ION DOCIYENIS-
i. 1/7 MUis) O THE OF M An TEY ACNOT MOM ro 2, END HOFS FOR IDD DPS106 ARE ETOIAED. LE CP - 1.1 i
(a) FACE OF F007M MDL DFPTN a OP OR YNN YUY DEPTH OF LR W. a
•` m MIP a SLOPE OR., Faorow lr pA RER " 1a NOT VSD N t1AIlS Ir -0' A1C VSEL
1 OR MORE -4 Y- 8- ,tB'• 11. Mor RISE). r • I-•
. (6) 1L A CONTRACTOR OPTION B TO STAB THEN
(» Amt VERTICAL RESIN DOWN KID THE DP. ams
PRO1D 1 FENCE WNL CME •
PLACED AT ANY LOCATION ON THE, s NEIL loam fm
TOP O THE RETAMS WALL / \ a C0a7515E) DR INDICATOR - ND LAR PASSES t
4'
CARUSO
.TURLEY
SCOTT
INC.'
ShICIUl l
tx15-oW: 3NemRbn •• - w +
STANZD
Taws Afi N85N1
(48O)TY&TW I, ,
OM7741 AX
I
j.
I
5
Ix AS
CWF
• � I
ccoo o
_J W
3(>0 l
LLJ
w(1QX
OZ'LWOw
LL&jIZW
N Z
ZQ O
O J N
11- Ir dO QN w
CL ¢ Um
somau FOR 8 ro W_4 /��
m FACE OF FOOTING ADDED DEPTH OF DIP OR ADDED oEPTH OF - (ELSE OR L31F11RE)) BUT THE V .. V PRMULiLY T ®MIME ND OB WDI t ' - ., e' � ¢ ? .•
TO TOP O SLWE. OR TRE GH FOOTING tr DIA PIER N (x) (5) 7ALL t�EM9E0® ® BETWEEN AT a TOP Pu1E � {� vV y
OR YQE " (4 THE 2 REINFORCINGLAC BANG AT OIP FOOTING PROFILE ) • \. ~
y S.
OOIMDEIE TABS !
THE TOP O THE MANOR WNL A TR010C M m A USED AT FAOI F I IT �p,� �.ti/•
NO SCALE. TAN FLOG LLP AGAINST aorta a 1/Y IEir .W�• BVWIf/7V '
1 ADKK
15 s �� - \ L DDII W ONE COLLAPSED TWHTHOCIS Or
3 (1) X (� 1. _ P3L LLP BLOCK WITH MWLAR. PROTT-D (Rf) TiIXM�10 x�ilm�usMo A' EMITTING I
_ WEDIAIaY TEF" ONTO RSD. - '"AIF OII WST BILL E RJ® K (n
2 CAP BLACK a SAFFKE)(T.= m IMI 1R USING LONE BE
I r
SO QUAL IDE 17.
' (J) m COVER MME AND RC0.' (3) aALXM a ASRO" SPECIAL EATY INSPECTOR WILL -0
PROM E WALL CONNECTION T TOP OF CONVENTIONAL. MASONRY a SIM MME Sms i PE1RroR1 A Y9JAL Ns1Ee0m WEEN um nr Lo -
E� 5-0• T DAXM DETAIL FOR FOOTINGS RETAINMC WALL A 4' PROM L 1/4' . r 1 e• (4) (1) DT MEM TO COWIN 1H DO S caUAPSED ♦ U z -
8 & e• RDIO! 1 4• . 4 ty . e• (2) WN NO MIT UAL0 BE7WID1 INE TABS NO - (n G
• NO SCALE NO SCALE ( _ DOM OF YR. IF U19G == MOM
(4 / rTE OF CALIFORNIA (V
C 8• STAR ! 1 1, . C . S LECTOR 0FPV0• N94f0R Qy Own IOU J
0. r PROM ! 1/4' . 6 1 ■ r I MUM m SS TAS NO IVI/L INECOm .IURDORONAC INSPECTION REQUIRED AS FIXLM J
BOWES 4 SM PLATES m BE RAND •AT v Bn A IDT NAwdn ¢ Q
() THE EDGE a THE Ell SO,THAT CL IMAIIAi MW HAVE SPECIAL BPUR BMW= •
•
I. NOT Solt- i F- � ���
2 IDLY SOL. POeONAD BY O[ O THEY TWO EOIOR BY 1. SPECAL NEATLY INSPECTIONS REQUIRED BY AN TWO CERTIFIED SPECIAL N9PECmH, St01ED UP AND c^ S ZRq
1H ME FAIN FIALT Oh AN APPROVED SPECIAL DEPUTY INSPECTOR. 1-
TFT THE OTr IRaOR i0 START OF CONSTRUCTION.I CONCRETE TRENCH FOCITINQ THREE Sam
4. HIGH SM BACKFU SHALL E NEIL • N TOP a FINING. OM 4• OONTINUOUS FLyDpKOG AOR H AL � V �" - LINISSTEDCTOR PNRO pea Du A N6RF® R W m 2 THIS INSPECTOR auLL NSPE_-T FOOTINGS FOR SIZE AND STEEL R ACOIEN T PRIOR TOPORDC. AOy
S ORRANED1 AND MOM ONCE HALL. AMSNE. 2 RNIO L WALL - VERTICAL POST S COlIFR OR ONG NEB BE1nAP. � ` /L^VL 10-786-
f-Ir
I�
• ,- IEVOED LL NOT SHWA OS ' ( DIRECT TENSION INDICATOR a B15PECTOR SHALL PERFORM A FNAL'N".TMON ON POST-YDMMM49 AS USTM AT GENERAL • O l e_rL 78 6 U
& • t'-4- MK AT C PROM L
D • r-0' YA1C AT 6• PROM L (2) CLAIM. S .. Z NO SCALE FETE 17 AND DE7K 2 49
¢ • r-5• MAX AT r PROM & 3_ ] 8' PINI CORES ARE SHDI/I 4. INSPECTOR m PROVIDE TIE WGI NAL a 907H REPORTS m TIE CITY. COPY aF BOTH REPORTS Y7 I'
§ 7.
BEGIN WITH A THICK PROM SOD r HIGH E�/TD A MAY E USED AS REIM QAJB®EBY O �' - , �(�1� � (( m INNER ND PRITO-U WALL SYSTEMS • O � + •,p i
- COURSE a C I NM (SE GENERAL. NOTE � THE FENCE WALL VE9CJL --_OJ L- ` -1 I L � mommAL (s s� KAT R � r
• 6) THE SOL RETANAGE MAY TEN INCREASE - P(� � ( a 3 I' W -
(4) (5) ro r -r. FOR 8' WE WAILS USE A 10' , • V , H ZWTL O3 MASONRY. N .
.
WIDE FIANCE, a• DEEP AT TOP O FOOTING 4 • )( A. 04 C ONTM JOA R- - SO GLx IDLE P! .' . 0.SPATDIRD a77L567 4f+ .
pµp OOCIIN1010 AT 4' & !r RROfO 1 U.SPAIEIVE) 179♦.921 Y r
ROD SED INGHEI HT OF E BASO OR TCP OF FENCE OETAR 4 ANOETE SE71116 PAD. roWD9 OR '. AND PATENT PEIDBKG
RETROED R AT A 8' BLACK AND NOTES 6 - NO SCALE - ,. INGEvcalBla O tGNDE1E AT ANC11a ') I ..
. A-0 eBLAWI S O POST TENSION
RA AND ORF. LW0 • RACING MUvBOtS I'
L NO MORTAR AT LEAD JONES FOR _ ALUNM PRM
D AND RT1011 a
V _ DRANAGE AT RETAINED AREAS . - .
(8)(7) I ROD SPAONC ARD F007D16 a Fr NOTES 6 L NOTES ( S TAMCONCRETE PING APPROPRIATE ' VIBRATION. RMOM' ` 03-115-906A
3 %FRam L WALL r O 04-115-5127A
S (2) A FOR ALL RETAINING MA115 erlN 4'-B' at , . 2 r MORTAR COVER AROUND HANs .-- , -1 ,
s DASHED LLE I DICATES LIE OOP F00IIIC Z R
S • COUPLER AND - C, :C ''
tEs9 FENCE ABOVE - ASSUME A WtIDUN ROD FOR ( --I. ;; 07-115-5438
2 FENCE HEIGHT'P a 5-4•. _ "L , _ (t 2 - L TINE OPTIONAL TRENCH
FOOIM _ • _ �m �' 08-115-5704 .
3 (H MIN - 5-4.4Tr) . - uriRAO1RN JOIIR RFIIFORCINO a 7/Ir CIA FILL HDOR POST TOO® 7. Y AT 4' NO W PROFIT L ` JUN z S :' .� I'
• 00 TOES m -amu Tom Ala. WITH Y (6l �u 08-115-5742
0
B. FOR ALL RETAINING WALLS WITH 5-4• m 6 n RODS NODS RCN THREJ1D4 b 7A FOR Ir ImE WALLS USE tIf NDE FLAILL ,
1. H06ZQRA- ANT REINFORCING SHALL AT TW FOR HIT ATTACMNL NO >J r BE) AT TOP O FOOTNIa ' 08-115-5917
• F -O- FENCE ABOVE - ASSUME AWY/0NY E PLACE) AT THE MORTAR ANTS �Q . • • - /1 N _ _ r
(3) FENCE HEIGHT Y a a' -r. & p BELOW THE PLATE WISER AHD 1 v.. _ --
(H MN - R•_(r4Th• 9 _ RA AND NOF t. 9ARSOAMiCTNLA u L A7Rpt MPaar iFHSDHD R00 P0NTH F.11� ' `B ...0
r -Gr O.C.THEAEMFII INFO THE TOP
'n WIdR09O1 PR01MTM AT FIRST CBNSE. • G : • - - .KN NUMBER: -
C FOR ALL RETANIMC WALLS WIN 8'-4' m PROVIDE CORMUDATION a. .. 08-115-5987
OF FOOTING 0 REACHED. (.4 A NOMINAL .. CSE MA NUR V 4) L VERTICAL ROMMO G AT DIP
1 co
8'-B' FENCE ABOVE - A55UIE A MIDNY 'E TREK R00DON' I . F
_ 8'� KKil NAL ALOUD HAVE JOINT 11 � F001M6 FW W1S OM,R Kd • .. �DllH. FRONEFR:
NOTEC • . FENCE HEIGRT S' a Y-4'. • REINFORCING IN A TOTAL a THEE - ( APPROPRIATE�EANOR'iOttWJt, h�= I S)) NCL USE /4 . AT THE 1. f00fI11D DESIGN ALLDEABLE3: lam PST BEARING, 2E) PSF/1T LA1ERAl, SE1911c SOIL PROFILE TIPS D. ,1.
ON MN - 7'-4'4Tr) -. « V �,,ONMIER x. w3FYN HICK FOR 4• ROTO If - W -r: MAX. Hlmr FOR e• FM 11 : 1I•-0�. MAX. HEIGHT FTA e• CF MPB I'
-35 PsFAY ACTIVE PRFSSIE ' 0. FOR ALL RETAINING WALLS WITH W-7 OR 1 A. )' 4. TNOEN FOOIBN M NRmW'E r MDL . •J• OR 7' m - ' N IRED O - ..
OEAID ABOVE RESHAPE FERE HEIGHT - X () F PROTO I I - 13'-0• melwrlm 1RAt13 WT E OED. KED: SCARE:_w PASSIVE RESISTANCE (EGLECTD - AVER AS REUM AROUND � 10) EACH DP FOOTING ABBE W-0•, SPACE 3. MMINUM IIP FCCfINO SPMINI - I6'-0': MINRYY SPMINC . 3.4% TOLDUNE IS Irk TM THE NAGE) E MOTOR 801E .. �__.. VEA75 AT 24' 0.0 YK-S190C SIDWHMCE NOT APRED MITA. IR70R a HALL S FENCE IEKOHT PLUS -'i aSEE SOaDUE AND OTHR 3ETAB5 6) fa A C13 AT 24* Me. M 0 m STAB TIE N••DIP FOOTINGS WST RMAIN T[ SAME FOIL A GIVEN LEIDN a WAIL. B AS NOiED '
C 1 -413E TRENCH FOOTING SLY AT THIS RETAINED HIGH) (H 101 - 4. 4 F i Y)L - ' t ` .- _ (7) 4. POST lOBld RA Is IIOOELk71T O DIP SPACING.
.. s .
Ep DETM. E NO SVREIAR44.i, PARING SERFCNIES M T WT AT D OF AXFI KM TE Hr. y DREG
EIC WITHIN 5-0• a RETNIDNC NABS V' • / 4) h 7 11. NUr AT END a HOE) - TYPICAL a. POT N THE S RA POSTSPACINGTE SOFED O IS 3e' Bur THE WHIR IN RDS FOR A GIVEN EOF RI E OR MST I
1 RAMI THE SAME. Wsr TENSIONED acDE AT tCNIROL JOINTS court FOR Torts Nl[f7t a ROI fm 1041 BEET:
� 6/17/08
DETAIL AT YI(OR SOIL RETAINAGE _ HOPoZONTAL JOINT RflNFOR1:PlG . '^� FOOlI1C ELEVATION AT POSE TENSWNED ROD _ (3>�IML SEC110N AT FOOTING LENIN BETWEEN CMMtOL Alms. :!
No SCALE NO SCALE No s�uF 0. SPACING
DIA . 3'-0' DEEP CIROLM PIER FOOTING WITH 1 µ VER, WAY E USED IN LIE) O MIP FoOrllc '
NO SCALE r SPAO AND SETTING PAD m ROMAN THE SAYE.