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APPLICATION FOR ENCROACHMENT PERMIT
TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD, CALIFORNIA:
Pursuant to the provisi"()ns of Ordinance No.3140 New Series of the City of
Bakersfield, the undersigned applies for a permit to plabe, ~r~et and/or
maintain an encroachment on public property or right of way as therein defined.
The name and address of applicant is: UNDERWOODDENNIS
6000 FREIDSON CT
BFL CA.
, () "
Thenatur& or description of the encroachment for which this application is
made is as follows: 8' HIGH BLOCK RETAINING WALL ALONG BACK OF SIDEWALK ON
VISTA MONTANA' SIDE OF PROPERTY. BLOCK WALL WILL BE 6!, FROM HIGHEST GRADE.
ENGINEERING CALCULATIONS FOR WA~L ATTACHED. WALL WILL NOT GO PAST FACE '
The location ,of the proposed encroachment is: 6000 FRIEDSON CT, VISTA MONTANA
SIDE OF PROPERTY.
Applicant agrees that if this applicatipn is granted, a~plicant will indemnify,
def,~~ and ho~d ha,rmless the Si ty of Bak~rsfield, its, ~gents, officers and
employees agalnst and from all damages, Judgments, clalms,' demands, expenses,
co'sts' and expendi tures, and against all loss or liabi:lity w,hich 'the City of
aakersfield or such officers, agents or "employees may suffer, O~ which may be
':recoverable from, or obtainable against the City of Ba}tersfiel<r~'or such
'officers, agents or employees, proximately caused by , growing" ou't: of or in any
way connected with the placing, erection or maintenance of said encroachment,
the appiicant futher agrees to maintain the afor~said encroachment during the
life of the said encroachmerit or until such time that this permit is revoked.
I ' .
, Applican't, further agrees that upon the expiration of the permit for which this
I applicati~ni~made, if granted, or upon the revocation thereof by the City
~" ,', En~ineer, applicant will at his own cost and expense remove the same, from the
L,,;, pub~lic property or right of way where the same is located, and restore, said
f. public property or right of way to the condition as nearly may be in which it
!~was before the placing, erection, ,maintenance or existence of said
ienCl'OaChment,., ,
_ _ __ f ~Jci ~L _ _ - --_- - ~- - - - - - -- -- -- - --~- - --
Signature of AppliCant (Owner' or Representative)
PERMIT
: CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS, STATED IN THE
,NG APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1)
'(NOT) SUBSTA.NTIALLY INTERFE,R;E W}'P!7THE ,USE OF THE PUBLIC PLACE WHERE THE
S IS TO BE LOCATED AND (2) ~rLL (WOT~NSTITUTE A HAZARD ,TO PERSONS USING
SAl~ PUBLIC PLACE; SAID APPLICATION IS THEREFORE (GRANTED) (DENIED).
Date: f)t107/95
_m__~fr&I--_::::~_m_m_m_--__--__--__m .
Signa~ure of City Engineer
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^~~,.~~~1 _ ,Annl i,..<;>nt,
~nnv ~ City Clerk
COpy - Public Works
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per-rtl:. No., 1268
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APPLICATION FOR ENCROACHMENT PERMIT
TO T>>~ CITY ENGINEER OF THE CITY OF BAKERSFIELD, CALIFORNIA:
;; .>
Pursuant to the provisi~ns of Ordinance No.3140 New Series of the City of
Bakersfield, the undersigned applies for a permit to place, erect and/or
maintain an encroachment on public property or right, of way as therein defined.
The name and address of applicant is: UNDERWOOD DENNIS
6000 FREIDSON CT
BFL CA.
( )
The nature or description of the encroachment for which this application is
made i~ as follows: 8' HIGH BLOCK RETAINING WALL ALONG BACK OF SIDEWALK ON
VISTA MONTANA SIDE OF PROPERTY. BLOCK WALL WILL BE 6' FROM HIGHEST GRADE.
ENGINEERING CALCULATIONS FOR WALL ATTACHED. WALL WILL NOT GO PAST FACE
The location of the proposed encroachment is: 6000 FRIEDSON CT, VISTA MONTANA
SIDE OF PROPERTY.
Applicant agrees that if this application is granted, applicant will indemnify,
defend and hold harmless the City of Bakersfield, its agents, officers and
employees against and from all damages, judgments, claims, demands, expenses,
costs and expenditures,' and against all loss or liability w,bich the City of
~akersfield or such officers, agents or employees may suffe~,~~r which may be
recov~rable from, or obtainable against the City of Bak~,r'if1:eld or such
officers, agents or employees, proximately caused by~, ~rowing out of or in any
way connected with the placing, erect~on or maintenanc~ of s~id encroachment,
the applicant futher agrees ,to maintain the, aforesaid encroachment during the
life of the said encroachment or until such time that this permit is revoked.
Applicant further agrees that upon the expiration of the permit for which this
application is made, if granted, or upon the revocation thereof by the City
Engineer, applicant will at his own cost and expense remove the same from the
public property or right of way where the same is located, and restore said
publio property or right of way to the condition as nearly may be in which it
was before the placing, erection, maintenance or existence of said
encroachment.
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Date:, 08/07/95
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_______C____________________~----~----------------
Signature of Applicant (Owner' or Representative)
PERMIT
~ HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE
,EQREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1)
WILL (NOT) SUBSTANTIALLY INTERFERE WJ1~?T~~ USE OF THE PUBLIC PLACE WHERE THE
gAME IS TO BE LOCATED AND (2) WILL (tlOT"-CONSTITUTE A HAZARD TO PERSONS USING
'~PUBLIC PLACE; SAID APPLICATION IS THEREFORE (GRANTED) (DENIED).
Date~ Oil0'l/95
;,
-- - - - - -1-:-'&1-- -_: - - - - - - - -- - -- --- -- - - - -- - - - - - --
Signature of City Engineer' ' ,
Permit No. 1268
n_.~~__l _ A~~11_an~
rnnv - ~i~v Clerk
COpy - Public Works
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B A K E R 5 F I E L 0
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO: Raul M. Rojas - Public Works Director 7 h
FROM: Jacques R. LaRochelle - Civil Engineer IV 9Ifr--
DATE: August 15, 1995 8:01am t.
SUBJECT:
ENCROACHMENT PERMIT APPLICATION FOR 6000 FREIDSON COURT
DENNIS UNDERWOOD
CONSTRUCTION OF A BLOCK RETAINING WALL AT THE BACK OF SIDEWALK
*********************************************************************************************
Engineering and Traffic staff have reviewed the attached encroachment permit to allow the construction of
an 8' high masonry block retaining wall adjacent to the back of sidewalk. The retaining wall will be stepped
down from 8' at the rear of the property to no more than 30" within the clear sight area at the front yard.
The applicant states there will be block wall atop the retaining portion 6' high as measured from the higher
adjacent grade. Looking at the utility composite shows no utility lines within this portion of the right of way.
Nearby property owners have signed a petition in support of the wall installation. Staff recommends approval
of the permit.
tdw:u:\subdivis.ion\memos\encroach\600Ofred.son
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APPLICATION FOR ENCROACHMENT PERMIT
TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD, CALIFORNIA:
Pursuant to the provisions of Ordinance No. 3140 New Series oi the City of
Bakersfield, the undersigned applies for a permit to place, erect and/or maintaiti
an encroachment on public property or right of way as therein defined.
The name and address of appJicant is: O.e./VIl/;.r
fa DO 0 r-::" e; oIS()/u c I.
I '"
CiN de Il UlOO of
The nature or description of the encroachment for which this application is made
is as follows:
The location of the proposed encroachment is:
Applicant agrees that if this application is granted, applicant will indemnify,
\defend and hold harmless the City of Bakersfield, its agents, officers and
employees against and from all damages, judgments, claims, demands, expenses,
\. costs and expenditures, and against all loss or liability which the City of
~ Bakersfield or such officers, agents or employees may suffer, or ~hich may be
~ recoverable from, or obtainable against the City of Bakersfield or such officers,
1 ~ agents or employees, proximately caused by, growing out of or in any way
\ \ connected with the placing, erection or maintenance of said encroachment, the
~ ~ applicant further agrees to maintain the aforesaid encroachment during the life
~\J \ ~ of the said encroachment or until such time that this permit is revoked.
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Applicant further agrees that upon the expiration of the permit for which this
application is made, if granted, or upon the revocation thereof by the City
Engineer, applicant will at his own cost and expense remove the same from the
public property or right of way where the same is located, and rescore said'
public property or right of way to the condition as nearly may be in which it was
before the placing, erection, maintenance or existence of said encroachment.
~~ Lk~~'
Signature of Applicant (Owner or Representative)
Date:
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PERMIT
I HEREBY CERTIFY THAT I HAVE HADE AN INVESTIGATION OF THE FACTS
STATED IN THE FOREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF
SAID ENCROACHMENT (1) WILL (NOT) SUBSTANTIALLY INTERFERE WITH THE USE
OF THE PUBLIC PLACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL
(NOT) CONSTITUTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE; SAID
APPLICATION IS THEREFORE (GRANTED) (DENIED).
~--( .)/'(Y
Sign~ity Engineer
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Distribution: Original - Applicant
Goldenrod ~ City Clerk
Yellow - Public Works
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CITY OF 13..\KERSF I ELO
DEPARTIIENT OF PUBLIC :,'ORKS
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To ;'ihom i: ~lay Concern:
~~, the undersigned. have no objection to the :onstr~:tion 0: J
fence or ~all b2nind t~e sidewalk on:
DATE: '1-7 3 ' -9~--
DATE: 4/2~
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DATE: Lj- 7-15
p,ervir o'i.) 'C/.
(Street)
of
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SIG:;EL':
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ADDRESS: '::t-91?/
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?hone ?! I I - 3 73 L
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DATE: .y'-t'J- ~ j'
DATE: 9'''1 .p-5~
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(C) 1994 TRW REDI Property Data
.:
------------------------------------------------------------
2 )
Situs:5815 VALLEY STREET, BAKERSFIELD
L-o"f (t,
CA 93306-9632
Use:RESIDENTIAL LOT
APN :387-263-04-00
County: Kern CA
Census:9.10
Map Pg:
New Pg:
Tax Rate Area:000-1071
Property Tax :$473
Assd Land:$21,996
Assd Imp :
Total Val:$21,996
Assd Year:94
%Improved:
Exemption
Owner :VISTA FINESTRA DEV CORP
Mail :5401 BUSINESS PARK S #210jBAKERSFIELD CA 93309
Last Sale
Transfer Date:11/18/94
Document # :167186
Document Type:GRANT DEED
Price
First TD
Prior Sale
07/05/89
62611178
Bldg/Lvarea:
Yrblt/Eff
# Stories
# Units
# Buildings:
Junior TD
Lender
Seller :WEST KERN CORP
Title Company:HERITAGE TITLE CO
Number of Parcels :+
County Use:0010
Bldg Class:
Flood panl:
Flood Zone: ,
Heat
Air-Cond
Lot Size
Lot Area
Zoning
:AO.24
:10,454
:R-1
Pool
Condition
Park Type
Park Spaces:
Paved Pkg
TRW-REDI (C) 1994
The Page & Grid reference 1S copyrighted by Thomas Bros. Maps <TM>
------------------------------------------------------------
>> Reported data believed to be reliable but accuracy is not guaranteed <<
...; i
-iiL-
(C) 1994 TRW REDI Property Data
1) Situs:5908 VISTA FINESTRA DRIVE, BAKERSFIELD CA 93306-9626
Use:RESIDENTIAL LOT
Lor ~7
APN :387-263-25-00
County: Kern CA
Census:9.10
Map Pg:
New Pg:
Exemption
Assd Land:$21,996
Assd Imp :
Total Val:$21,996
Assd Year:94
%Improved:
Tax Rate Area:000-1071
Property Tax :$473
Owner :VISTA FINESTRA DEV CORP
Mail :5401 BUSINESS PARK S #210jBAKERSFIELD CA 93309
Last Sale
Transfer Date:11/18/94
Document # :167186
Document Type:GRANT DEED
Price
First TD
Prior Sale
07/05/89
62611178
Bldg/Lvarea:
Yrblt/Eff
# Stories
# Units
# Buildings:
Junior TD
Lender
Seller :WEST KERN CORP
Title Company:HERITAGE TITLE CO
Number of Parcels :+
County Use:0010
Bldg Class:
Flood panl:
Flood Zone: ,
Heat
Air-Cond
Lot Size
Lot Area
Zoning
:AO.23
:10,018
:R-1
Pool
Condition
Park Type
Park Spaces:
Paved Pkg
TRW-REDI (C) 1994
The Page & Grid reference lS copyrighted by Thomas Bros. Maps <TM>
>> Reported data believed to be reliable but accuracy is not guaranteed <<
t--'
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(C) 1994 TRW REDI Property Data
,;
1) Situs:5909 VALLEY STREET, BAKERSFIELD CA 93306-9633
Use:RESIDENTIAL LOT
?or 15
APN :387-263-01-00
County: Kern CA
Census:9.10
Map Pg:
New Pg:
Exemption
Assd Land:$21,996
Assd Imp :
Total Val:$21,996
Assd Year:94
%Improved:
Tax Rate Area:000-1071
Property Tax :$473
Owner :VISTA FINESTRA DEV CORP
Mail :5401 BUSINESS PARK S #210;BAKERSFIELD CA 93309
Last Sale
Transfer Date:l1/18/94
Document # :167186
Document Type:GRANT DEED
Price
First TD
, Prior Sale
07/05/89
62611178
Bldg/Lvarea:
Yrblt/Eff
# Stories
# Units
# Buildings:
Junior TD
Lender
Seller :WEST KERN CORP
Title Company:HERITAGE TITLE CO
Number of Parcels :+
County Use:0010
Bldg Class:
Flood Panl:
Flood Zone: ,
Heat
Air-Cond
Lot Size
Lot Area
Zoning
:AO.24
:10,454
:R-1
Pool
Condition
Park Type
Park Spaces:
Paved Pkg
TRW-REDI (C) 1994
The Page & Grid reference is copyrighted by Thomas Bros. Maps <TM>
>> Reported data believed to be reliable but accuracy is not guaranteed <<
b
(C) 1994 TRW RED I Property Data
:;iTy
------------------------------------------------------------
2) Situs:12005 VISTA MONTANA DRIVE, BAKERSFIELD CA 93306-9635
Use:SFR
L"'I 3'7
APN :387-262-02-00
County: Kern CA
Census:9.10
Map Pg:223-A5
New Pg:
Tax Rate Area:000-1071
Property Tax :$2,877
Exemption
: HOMEOWNER
Owner :SANCHEZ RALPH R & KELLY
Mail :12005 VISTA MONTANA DRiBAKERSFIELD CA 93306-9635
Transfer
Document
Document
Price
First TD
Last Sale
Date:04/15/93
# :53589
Type:GRANT DEED
:$216,OOOF
:$194,300
Prior Sale
01/20/93
7490
CORP. GRANT DEED
$35,OOOF
Junior TD
Lender :Guild Mortgage
Seller :JACKSON TIMOTHY B
Title Company:HERITAGE TITLE CO
County Use:010l
Bldg Class:D
Flood Panl:060077-0009B
Flood Zone:C, 05/01/85
Other Impr
Equipment
Lot Size
Lot Area
Zoning
:COVERED PATIO
: RANGE/OVEN
:AO.28
:12,327
:R-1
Heat :FORCED AIR UNIT
Air-Cond : CENTRAL
Site Inf
Exterior : STUCCO
Roof Type
Park Type : GARAGE
Park Spaces:2
Water : PUBLIC
Func. Util. : AVERAGE
Roof Cover :TILE
Assd Land:$40,800
Assd Imp :$179,010
Total Val:$219,810
Assd Year:94
%Improved:81%
Bldg/Lvarea:2,900
Yrblt/Eff :91/93
# Stories :1
Total Rooms:8
Bedrooms :4
Bathrooms :3
Fireplace :2
Pool
Other Rooms:DEN
Amenities
Remodeled
Construct
Quality
Condition
: AVERAGE
: AVERAGE
Type Improv:DETACHED
Style : CONTEMPORARY
Sewer : SEPTIC
Foundation :SLAB
Frame
Phys Chars:DINING ROOMiATTICiBOTH KITCHEN/LIVINGiLAUNDRY ROOMiDISPOSALi
Comments : BONAS
Legal :L39 TR5184/
TRW-REDI (C) 1994
The Page & Grid reference lS copyrighted by Thomas Bros. Maps <TM>
>> Reported data believed to be reliable but accuracy is not guaranteed <<
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(C) 1994 TRW REDI Property Data
7
1) Situs:6001 FREIDSON COURT, BAKERSFIELD CA 93306
Use:SFR
LoT ,-z...,
APN :387-261-12-00
County: Kern CA
Census:
Map Pg:
New Pg:
Exemption
: HOMEOWNER
Assd Land:$43,696
Assd Imp :$141,780
Total Val:$185,476
Assd Year:94
%Improved:76%
Tax Rate Area:000-1071
Property Tax :$2,498
Owner :HANSON SANDRA J
Mail :6001 FRIEDSON CTiBAKERSFIELD CA 93306
Transfer
Document
Document
Price
First TD
Junior TD
Lender
Seller :HANSON RICHARD & SANDI
Title Company:CHICAGO TITLE INSURANCE CO
Last Sale
Date:11/02/92
# : 67561671
Type:GRANT DEED
Prior Sale
Bldg/Lvarea:
Yrblt/Eff
# Stories
Total Rooms:
Bathrooms
Fireplace
Pool
Other Rooms:
County Use:0101
Bldg Class:
Flood panl:
Flood Zone:
Other Impr
Equipment
Lot Size
Lot Area
Zoning
:AO.24
:10,454
:R-1
Amenities
Remodeled
Construct
Quality
Condition
Heat
Air-Cond
Park Type
Park Spaces:
Type Improv:
Style
Legal
:L12 TR5184/
TRW-REDI (C) 1994
The Page & Grid reference lS copyrighted by Thomas Bros. Maps <TM>
>> Reported data believed to be reliable but accuracy is not guaranteed <<
lJ
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~
(C) 1994 TRW REDI Property Data
"
3) Situs:12001 VISTA MONTANA DRIVE, BAKERSFIELD CA 93306-9635
Use:SFR
L-c'J yO
Exemption
: HOMEOWNER
Assd Land:$40,OOO
Assd Imp :$196,600
Total Val:$236,600
Assd Year:94
%Improved:83%
APN :387-262-03-00
County: Kern CA
Census:9.10
Map Pg:
New Pg:
Tax Rate Area:000-1071
Property Tax :$3,054
Owner :VIGIL ALBERT D & SANDY
Mail :12001 VISTA MONTANA DRjBAKERSFIELD CA 93306-9635
Transfer
Document
Document
Price
First TD
Junior TD
Lender :Golden Empire Mtg Inc
Seller :TIMOTHY JACKSON BUILDERS
Title Company:HERITAGE TITLE CO
Last Sale
Date:11/23/93
# :172433
Type: GRANT DEED
:$237,OOOF
:$203,100
Prior Sale
07/05/89
62611178
Bldg/Lvarea:
Yrblt/Eff
# Stories
Total Rooms:
Bathrooms
Fireplace
Pool
Other Rooms:
County Use:0101
Bldg Class:
Flood panl:
Flood Zone:
Other Impr
Equipment
Lot Size
Lot Area
Zoning
:AO.28
:12,196
:R-1
Amenities
Remodeled
Construct
Quality
Condition
Heat
Air-Cond
Park Type
Park Spaces:
Type Improv:
Style
Legal
:L40 TR5184/
TRW-REDI (C) 1994
The Page & Grid reference lS copyrighted by Thomas Bros. Maps <TM>
>> Reported data believed to be reliable but accuracy is not guaranteed <<
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STREET
STREET
VALLEY STREET
CRANO CAl/YO~l DRIVE
VISTA nNESTRA DRIVE
VISTA "ONTANA DRIVE
lAE:.ANIE COURT
BENBASSET PlACE
F'RIEDSON COURT
LENE PU,CE
ERNESTlNA COURT
D~TA
f!.. RjW
44' 50'
58' 90'
40' 50'
68' 90'
36' 52'
36' 52'
35' 52'
40' 60'
35' 52'
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:R::et: TfifJJ{.H DETAIL. (}/I.I 7 RENC.H TOTAL = ~ LF 11::.
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TYPICAL TRENCH CONFIGURATIONS
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@ CLW5rRUc.T M .5t'fCWAI
@COAl5r~tI(.r WITHIN TRArJ ~CUAlttAK.1'
AS ~:;HAI. c:..IP ANO FLAv blP A:JFT
PAST rRAc-r &;IUNOAK." -o;e-~()A/Sl'. PM
'i7~re 'MPKtJVEMblT" NOTE.5.
@CtJA/Sl"F<UGT .Felli ~Slre IMP~~MtN75"
NOrES
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GRAPHIC SCALE
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~Ii /MPA:OVl!!MIiN'T'S' THe F'OLLOW''''6
SJlAil. lJt IAlCL/,IOCP IN TrllS COIllTKAcT /p
6KANO CANYON DK/IIE: NdRT# ()~ ~/5 TRACT"S
80"'NPA~Y IS eXtsr.'N6 0<" PAlO::;? cOA:sr~VCT/ON
81' OTHEI?S'
- eXTENO 5" P&fE BLANK CO/OcIIr5 AN AOPITI""'iAc..
W FEET cA.:sr Ai!OM €A./D't:NIVT SHOIVA/.
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PA"aN4., ~ /A6rAI.L #? PUt..L 8LJ~
- IAJ'STAt./... TTCAFFIG :>tONAL C/:tJS"5IN6 1Jt3
- cATENO IIZ Ttf:EA/CH C/iDSS11II6 6K:ANO CANyON
~JVE AN APo,TlOAJAL V'S ~c-Er r;eOM ENPR7/NT
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LEGEND
P - P,G.'" E. PRIMARY
S - P,G.'" E. SiCONOARY
C - P. ("... e. (,....,
T - PAC-BELL 'lELEPHONE
C - WARNER CABlE Tel.EIII5ION
o - DEVELOPER CONDUIT .OR S1REET UClfT
'<'HH/H&< 8lAIl1< CONDUIT, SIZE AS SHOliN
* CABLE T,V, CUT-OUT
1lI P,G.'" E. 17".30".18"0 SECONDARY SPUCE BOX
[] P,G.'" E. 24".36~.18il SECONDARY SPUCE BOX
Hl P,G.'" E. 30".48".18"0 SECONDARY SPUCE BOX
[ID P.C,'" E. 3".S'.3.S'd PRIIlARY SPUCE BOX
~ :rxS'.4.S'd s.s. HORZ. TRANSFORMER
(8;j] PAOMOUNT FUSED S'OolTCH
@ 2" TRENCH NUMBER AND LENClH OF TRENCH
<> 5800 LUIIEN S1REET UClfT
-<=>- 9500 LUIIEN SlREET UClfT
- - EJOSllNC CONOUIT, "'S
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DRAWING
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9-14-73
SHEET I of 2
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TYPICAL
KERN COUNTY
BUILDING INSPECTION DEPARTMENl
1101 GOLDEt' STATE AVENUE
BAKERSFIELD, CALIFORNIA.
PHONE: (805) 861-2391
Bldg.lnsp, 580 2620180 (7,76)
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RETAINING WALL
DETAI L
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S PING CRAOI!:
I~MIN
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CONCRETE MASONAYf . ~
WALL -ALL CELLS i. j 0 \.
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FILLED SOLID , . ~
WITH GROUT ..
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jO . " E A D J 0 I NT IN :r: '...(
FIR 5 T COURSE AT 110J[ '/....
32' O,C, OR WEEP H 0 L E
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Typical section 5." ax.
V2" = 1'.0"
@ CD @ @ BARS o BARS
3' 0" 1'-0" -] AT 3Z"O,C. --
4' &' 2'-2" "4 AT 4 e"o,c, -
5' e' 21-9. 114 AT 24"O,C, -
I II' 12' 3'-::\" - ". A' 2.' O,C,
7' 12. 31-10. - "4ATI6'0.C,
e' 12" .'-e- --- liS AT 10. O.C.
@ CD @ @ BAFlS G)BAnS
3' e" 2'- J- 113 "'T 24" O.C, -
4' e" ~'- O' II. A-Y 24' O,C. --
-, II' ,-=i-- i5AlI;ro:c,
-
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7' 1211 .. '- p- - -eAT 10' O,C,
e' 12" .5 I_e" - d7AT 16"b.c,
Design for Ic\'cl grade above wall
, Design for sloping grade above wall
NOTE- CONCRETE IN rOOTINC TO TEST
2,000 L8S. PER 5Q, IN, AT 26 DAYS
CONCRETE BLOC~. CRADE aA. UNITS
A,S,T,M. C-90
CROUT- I PART CEMENT,3 PARTS SAND,
2 PAFlTS PEA CFlAVEL
MORTAR - I PART CEMENT,
\1', PAIIT LIME PUTTY, . Y, PAIITS SANII
MAXIMUM STRESSES
f. = le,ooo p, S,I.
flft. 225 P.S,'"
SHEAR V " IS P,S.I.
BOND U = 100 P,S,I.
SO,I L PR ESSURE = 1,000 LB S. p! R SQ, FT.
CONCRETE TO 501 L
rRICTlON COEFFICIENT" 0,4
NOTE:
The above drawing is intended as a guide for those desiring to prepare their own plans, Because of varying conditions, from one
project to the other, details as shown may not meet the requirements of the Building Code, A representative of the Kern County
Building Inspection Department will be happy to lend assistance upon request.
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City of BakersfieUr:Building Dept.
PLOT PLAN
Show Following:
1. Property Lines
2. Existing and Proposed Structures
3. Existing Curb, Guner, Sidewalk
SCALE: 1 SQUARE = 5 FEET
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SD 1265:
4. Existing Street Set Bock
5. Existing and Propoled Parking
6. Utility Service
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Building Site Address.._....._._.,.... u_._,_.______..__..,__u....._.,_____.. ,.._.__.____....,._." ..,.,. c_ ,...._,Subdivision", '" ,_. ,.......,._ .,.., ......, .,.---,.--..-., '.. Block_.._. ---.--..--------. I.ot.u___uu_.._u__u__
Owner, "'..,____.,___...__u_____._.______...___..._____._.___._.....____.., ,..,......_._.. ..,._ Permit N 0._...,.,.., ....., ,__ ,,__ ,_._,__ Approved By__...__u_._.._..u___...._.___ ,_________u_______ Date.u__u__._______________
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PLO,T PLAN
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SO 1265
Show Following:
1. Property lines
2. Existing and Proposed Structures
J. Existing Curb, Gu"er, Sidewalk
4. Existing Street Set Back
S. Existing and Proposed Porking
6. Utility Service
SCALE: 1 SQUARE = S FEET
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BulIdIng Site Addr"'__~__'!!:._______:~_____~______n__n_SUbdiVlsiOD__________LI----n----n-----------n------- Bioek__ - Lot
Owner,._,_____..___.___________m_____m_______~-7.~-:-$?{??m--.-- Permit N o.__}~/2,,~,__q~ppro~ BY___________m_____.__~~_______ .___..-_-_-_~-_-_-:_-:::_-_--~re____~~~~~:::~~:~~~::::::~
DRAWING TYPICAL KERtI COUNTY
NO.4 BUILDING INSPECTION OEPARTMENl
RETAINING WALL 1101 GOLOEt, STATE AVENUE
9-14-73 BAKERSFIELD, CALIFORNIA.
SHEET 1 of 2 DETAI L PHONE: (805) 861-2391
StClg.lnsp. 580 2620 180 (7,761
Note:
l1etalnlnq Hall nntto he used as
foundation for bulldinq,
Build~k:
leve-l frade - II'?,: 1 - 2 x H
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3 : J ~.iP15f' 'tl: 1 - 1 x It
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CA~ If DESIRI!D-
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A G A I"S T
UNDISTUR!I[O
NATUItA~ SOIL
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Typical section over 5'-0"
%" = 1'-0"
@ CD @ @ BAAS G) SAAS
3' ," 1'- 0- ., "'T 32'O,C, --
.' ,. 2'-?" "4...T 4'''0 C -
S' " ""9" 114 ... T 24"0 C -
" 12 . ,11. :4- - 14A124"0.C.,
7' 12" 3--'0. - 84 AT '6"0.C,
8' 12 " ..I_e- --- 115AT".OC
Design for It we I grade above wall
NOTE' CONCRn! IN rOOTINe TO TUT
z.ooo LIlS, ~[R SQ IN AT Z8 DAYS
COHCR[TI: IlLOCI\. CR"'DE "A" UNITS
A, S, T,..., C' '0
ellOUT-1 ~A"T CU"EHT.3 ~ARTS SAND.
l P.....TS P[ A CRAVEL
"'ORT..... - I ~ART CEMENT,
Y, PAttT LIME PUTTY, .y, PAttTS SANI'
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WALL-ALL CELLS
rtLLEO SO~ID-
WITH 'ltOUT
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'IIt.T COUltS[ A'
;U"O,C, rOR WEEP HOLE
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U~O'STURREO',
NATURAL SOIL """ .'
Typical section 5'.0"~///
V2" = 1'-0"
8
@ <D @ @ 8A~S o BAns
3' '" 2'- ]- -3AT 24"OC, -
4' e' S'.O" II. AT 24' 0 C, -
., a- .. - v isAiliri),c
6' IZ. ~'- O. - It 5 AT 24-0,C.,
7' 12" 4'" ,- - -, AT Ie' 0 C,
6' 12" ,S'-e" - -TAT ,e.Oc,
Design for sloping grade above wall
...AXI....UM STRI!SSI!S
f. = '.,000 P S, I,
r.... 225 P.S,I.
SHEAR V 8 IS P,$.I.
10NO U = 100 ~,S,I.
SOI~ PRESSURE = lODO ~IS, PEII SO,'T,
CONCRETE TO SO'L
'AICTlftN CO['''CIENT . a,.
NOTE: The above drawing is intended as a guide for those desiring to prepare their own plans. Because of varvino rnnriitinn" frn.... "n"
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JOB#95941 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H. STREET SUITE #203 BAKERSFIELD, CA. 93304
(805) 834-1492' FAX (805) 834-1529
ROBERT BRANDT CONSTRUCTION -TRACT 5184 LOT 7
8' CANTILEVER RETAINING WALL
..'
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H=8.00 ft
RETAINING HT.=8.00 ft
~OOTING WIDTH(B)=5.50 ft
fc-' =2500 psi'
fm'=l~OO psi Fb=(.5)(0.33)fm'=247.50 psi
I Fy=40,000 psi' ,Fs=200bo psi
Es=2.9E+07 psi Em=1125000 psi
NO SPECIAL INSPECTION REQUIRED
n=Es/Em=25.78
PL L ::: 0 . 00 1 b / f t
SOIL DENSITY=100 pef,
VERTICAL SURCHARGE=O psf ' LATERAL SURCHARGE=O psf
SLOPE: LEVEL
FOOTING COVER: 0"
ACTIVE SOIL PRESSURE=34 pef
SLIDING
Fh=34pef(9~90')2/2~1377.00 Ib/ft
Fs=350pcf(2.00')2/2=700.00 lb/ft
.
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"LOAD
8 in., BLOCK
12 in. BLOCK
FQOTING
KEY
SOIL 1
SOIL4
Fh/3
TOTAL,
W(i)(plf)
368.00
~60.00
825.00
150.00
3200.00
133.,33 '
459.00
W=,5695.33
X(i)(ft)
0.83
1.00
2'.75
4.00
3.50
1.33
5.50
MDL=17637.69
W'=100pcf(1.00')(3.50')=350.00 lb/ft
Ff=.45(5695.33+350.00)=2720.40 Ib/ft
SAFETY FACTOR=(700.00+2720.40)11377.00=2.48, >1.5
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Mot=34pcf(9.00')3/6=4131.00 Ib-ft/ft
SAFETY FACTOR=MDL/Mot=4 .27> 1.5 J ,OK
SOIL PRESSURE
WLL=WDL '
MLL=MDL
Xr~(~LL-Mot)/WLL=2.37' .
e=IXr-B/21=.38' INSIDE MIDDLE 1/3, -
SP(allow)=1500psf(1+.2(8.00'))= 1500.00psf "
S.P.=(WLL/B)+6(WLL)e/(B2)= 1463.05psf < SP(allow)
OK
1115 S.M.
. ~
~
f,
~:
1j
\
,; JOB#95941 . 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H. STREET SUITE' #2Q3 BAKERSFIELD, CA. 93304' ,
(.805) 834-1492'. FAX, (805). 834~1529
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
8' CANTILEVER RETAINING WALL
8" ,MASONRY STRESSES(+)
P=0.00+0.00+92pSf(4rOO') = 368.00 Ib/ft
M=4352.00 Ib-in/ft
d=5.50".
As=0.074in2/ft~ (#4@32"6.c.)
p=As/b/d= 1.116E-03
k=l(np2+2np)-np=0.213
j=1....k/3=0.929
fs=M/(Asjd)=11567psi < 20000psi OK
fb=2M/bd2 jk=121.29psi < 247. 50psi OK'
fa=P/(12")(7.63")=4.Q2
Fa=(.5)(0.20)(1500[1-(96.00/42(7.63)3]=148.61 psi
. (fa/Fa)+(fb/Fb) = .52 < 1.00 OK '
12" MASONRY STRESSES(+)
P=0.00+0.00+92psf(4.00' )+140psf(4.00',) 92~.00 Ib/ft
M=34816~00 Ib-in/ft:
d=9.00"
As=O.460in2/ft (#5@8"0.d.)
p=As/b/d= 4.261E-03
k=l(np2+2np)-np=O.372
j=1-k/3=0.876 "
'fs=M/(Asjd)=9594psi< 20000psi OK
fb=2M/bd2jk=220.06psi < 247.50pii OK
fa=P/(12"}(11.63")=6.65 .
Fa=(.5)(0.20)(1500[)-(96.00/42(11.63)3]=149.61 psi
(fa/Fa)+(fb/Fb) = .93 < 1.00 OK
\ ,
FOOTING STRESSES
M=34816.00 Ib-in/ft .
Mu=1.7i=59187.20 Ib-in/ft
b=12"
d=8.50",
As=0.460in2/ft (#5@8"0.c.)
Mn=0.90(As}(Fy){d-'(As}(Fy)/[1.7(fc')(b)]}=134839.80 Ib-in/ft > MU OK
2/15 S.M.
I
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;
,
JOB'95941 '07/28/95
ALTA ENGINEERING HUGHES SURVEYING ,
218 SOUTH H., STREET SUITE '203 BAKERSFIELD, CA. 93304
(805) 834~1492 FAX (805) 834-1529
, ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
8' CANTILEVER RETAINING WALL
SLOPE=LEVEL
-:-\
z-#<J c.ol'\i.
Z/lc/r-
#')@.32'o.c.
H=8 -0"
.
........
.
.........
Z_'#=lJ Col'\-t lIoJ/#21:;I!'J@')I;,<:.
*'5 II
Tr, @S o. e,
Z'A-'I c./r.
-\
i2'ii
'12"
/-ltlJ c,,~ t,
12" 12"
"
"-
I
3/15, S.M.
r
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i
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ti
t!
.
JOB'95941 ,
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H. STREET 'SUITE #203 BAKERSFIELD,
(805) 834-1492 FAX (805) 834-1529
07/28/95
CA. 93304
ROBERT BRANDT CONSTRUCTION ;:. TRACT 5i84 LOT 7
7' CANTILEVER RETAINING WALL
H=7.do ft , ,
RETAINING HT.=7.00 ft
, FOOTING WIDTH(B)=4. 25 ft .
fe'=2500 psi
fm'=1500 psi' Fb=(.5)(0.33)fm'=241.50 psi
Fy=4QOOO psi Fs=20000' psi
Es=2.9E+07 psi Em=1125000 psi
NO SPECIAL INSPECTION REQUIRED-
n=EsIEm=25.78
PLL=O.OO Ib/ft
SOIL DENSITY=100 pcf '
VERTICAL SURCHARGE=O psf LATERAL S'URCHARGE=O psf
SLOPE: LEVEL
FOOTING COVER: 0"-
ACTIVE SOIL PRESSURE=34 pef
~
t
}
}
SLIDING - ~
Fh=34pef(8~00')2/2=1088.00 Ib/ft
's=350pcf(2~00')2/2=700.00 Ib/ft t
~
;
LOAD W(i)(plf) X(iHft) ~
~
'8 in. BLOCK' 368.00 0.83 ~
12 in. BLOCK 420.00 ' 1.00 ~
1
, ~
FOOTING 637.50 2.13 r
,
KEY 150.00 2 . 75, ~
I
SOIL 1 1925.00 2.88 t
SOIL4 133.33 1.33 ,~
Fh/3 362_.67 4'.25 i
TOTAL W= 3996.50 MDL= 9747.34
W'=100pcf(1.00')(2~i5')=225.00 Ib/ft
Ff=.45(3996.50+225.00)=1899.67 Ib/ft
SAFETY FACT9R=(700.00+1899.67)/1088.00=2.~9 > 1.5 OK
OVERTURNING
Mot=34pef(8.00')3/6=2901.33 Ib-ft/ft
, ,SAFETY FACTOR=MDL/Mot=3.36 > 1~5 OK
SOIL PRESSURE'
WLL=WDL
,MLL=MDL
Xr=(MLL-Mot)/WLL=1.71' ,
e=IXr-B/21=.41', INSIDE,MIDDLE 1/~ .
SP{allow)=1500psf(1+.2(7.00~))= 1500.00psf
S.P.=(WLL/B)+6(WLL)e/(B2)= 1487.31psf < SP(allow) OK
4/15 S.M.
JOB'95941 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH'H. STREET SUITE #203 BAKERSFIELD,' CA. 93304
(805) 834:-1!l92 FAX (805) 834-1529
ROBERT BRA~DT CONSTRUCTION - TRACT 5184 LOT 7
7' CANTILEVER RETAINING WALL
8" MASONRY STRESSES(+)
P=0~00+0.00+92psf(4.00') = .368.00 Ib/ft
M=4352.00 Ib-in/ft
d=5.50"
As=0.074in2/ft ,(#4@32"o'.c.)
p=As/b/d= 1.116E-03 '
k=~(np2+2np)-np=0.2l3
j=1-k/3=0.929
fs=M/ (As jd) ='11567psi ,< 20000psi OK
fb=2M/bd2jk~12l.29psi < 247.50psi OK
fa = PI ( 12" )( 7 . 63" ) = 4. 02
Fa=(.5)(0.20)(1500[1-(84.00/42(7.63)3]=149.07 psi
(,fa/Fa)+(fb/Fb) = .52 < 1.00 OK
'12" MASONRY STRESSES( +) ,
P=0.00+0.00+92psf(4.00~)+140psf(3.00') = 788.00 Ib/ft
M=23324.001b-infft
" d=9.00"
As=0.153in2/ft (#5@24"0.c.)
,p=As/b/d= 1.420E-03
k=r(np2+2np)-np=0.236
j=1-k/3=0.92l
'fs=M/(Asjd)=18340psi < 20000psi OK
fb=2M/bd2jk=220.33psi < 247.50psi OK
fa=P/(12")(ll.63")=5.65
Fa=(.5)(O.~0)(1500[1-(84.00/42(11.63)31=149.14 psi
\ (fa/Fa)+(fb/Fb) = .93 < 1.00 OK
FOOTING STRESSES,
M=23324.00 Ib-in/ft
Mu=1.7M=39650.80,lb-in/ft
b=12"
d=8.50"
As=0.153in2Ift (#5@24"0.c.)
Mn=0.90(As)(Fy){d-(~s)(Fy)/[1.7(fc')(b)]}=46275.4l Ib-in/ft > MU OK
,\ '
5/15 S.M.
· JOB' 95941 0?I28/95
ALTA ENGINEERING HUGHES SURVEYING'
218 SOUTH H. STREET SUITE #203 BAKERSFIELD, CA. 93304
(805) 834-1492 FAX (805) 834-1529'
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
7' CANTILEVER RETAINING WALL
SLOPE=LEVEL
-\
.
2- #'?t c..oH,,6 i" .
Z"cfr
1t '-Je.:3 2./'0. t: ,
H=7 -0"
J- -#tJ ec.,{,w);t2. i;t!J l'1t'~,c.
#5~2 '1'o'~',
Z 1'z.."cI v-
"
;l5@)..L/ (J,e .
2. "c..I r
-,
.\ ..-
12"
/ -1ty COI1"t
, Iiii
12" 12"
; .
6/15 S.M.
JOB#95941 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H. STREE~ SUITE #203 BAKERSFIELD, CA. 93304
(805) 834-1492 FAX (805) 834-1529
;
I
6' 'CANTILEVER RETAINING WALL
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
H=6.00 ft
, ,
RETAINING HT.=6.00 ft
FOOTING WIDTH(B)=3.33 ft
, '
fe'=2500 psi
fm'=1500 psi Fb=(.5)(O.33)fm'=247.50 psi,
Fy=40000 psi Fs=20000 psi
Es=2.9E+07 psi Em=1125000psi
NO SPECIAL INSPECTION REQUIRED
n=Es/Em=25.78
PL L = 0 . 00 1 b 1ft
SOIL DENSITY=100 pef
VERTICAL SURCHARGE=O psf LATERAL SURCHARGE=O psf
SLOPE: LEVEL
FOOTING COVER:' 0"
ACTIVE SOIL PRESSURE=34 pef
SLIDING.
Fh=34p6f(7.00')2/2=833.00 Ib/ft
Fs=350pcf(2;00')2/2=700.00 Ib/ft,
LOAD
'8 in. BLOCK
1~ in. BLOCK
FOOTING
KEY
SOIL 1
SOIL4
Fh/3
TOTAL
W(i)(plf)
368.00
280.00
500.00
150.00
1100.00
133.33
277.67
W= 2809.00
X(i)(ft)
0.83
'1.00
1. 67
1.83
2.42
1.33
3.33
MDL= 5456.67
". t
j
W'=100pcf(1.00')(1.33')=133.33 Ib/ft
Ff~.45(2809.00+133.33)~1324.05 Ib/ft
SAFETY FACTOR=(700.00+1324~05)/833.00=2.43 > 1.5 OK \
I
!
I
I
OVERTURNING
Mot=34pcf(7.00')3/6=1943.67 Ib-ft/ft
SAFETY ~ACTO~=MDL/Mot=2.~1 > 1.5 'OK
SOIL PRESSURE
WLL=WDL
MLL=MDL
Xr=(MLL-Mot)/WLL=1.25)
e=lxr-B/21=.42' INSIDE MIDDLE 1/3 '
Sptallow)=1500psf{1+.2(6.00'))= 1500.00p~f
S.P.=(WLL/B)+6(WLL)e/(B2)= 1473.78psf < SP(allow)
OK
7/15 S.M.
JOB#95941 . 07/28/95,
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H. STREET SUITE #203 ~AKERSFIELD, CA.
(B05) 834-1492 ,~AX (80S) 834-1S29
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
6'CANTILEVER RETAINING WALL
8" MASONRY STRESSES(+)
P=0.00+0.00+92psf(4.00') = 368.00 lb/ft
M=4352.00 Ib-in/ft
d=S.50"
As=0.074in2/ft (#4@32"0.c.)'
p=As/b/d= 1.116E-03
k={(np2+2np)-n~=0.213
j=1-k/3=0.929
fs=M/(Asjd)=11567psi < 20000psi O~.
, fb=2M/bd2jk=121.29psi < 247.S0psi OK
fa=P/(12")(7.63")=4.02
Fa= ( .5)( 0 . 20)( 1500 [1- (72'.00/42 (7.63)3] =149.42 psi
(fa/Fa)+(fb/Fb) = .52 < 1.00 OK
12" MASONRY STRESSES(+) . '
P=0.00+O.00+92psf(4.00')+140psf(2.00') = l48.00 Ib/ft
M=14688.00 Ib~in/ft
d=9.00"
, As = 0 . 147 in 2 / f t ( # 4@16"0 . c . )
p=As/b/d=1.364E-03
k={(np2+2np)-np=0.232 , '
'"j=1-k/3=0: 923
fs=M/(Asjd)=12012psi < 20000psi OK
fb=2M/bd2jk=141.01psi < 247.S0psi OK
t a = P / ( 12 " ) ( 11. 63" ) = 4 . 6 5 " '
Fa=(.S)(0.20)(1500[1-(72.00/42(11.63}3]=149.84 psi
(fa/Fa)+(fb/Fb) = .60 < 1.60 OK
FOOTING STRESSES
M=14688.00 Ib-in/ft
Mu=1.7M=~4969.60 Ib-in/ft
b=12"
d=8.50"
As=0.147in2/ft (#4@16"0.c.)
Mn=0.90(As)(Fy){d-(As)(Fy)![1.7(fc')(b)]}=44449.90 Ib-in/ft > MU ok
I
8/1S S.M.
JOB#95941 07128/95
ALTA ENGINEERING HUGHES SURVEYI.NG
218 SOUTHH. STREET SUITE #203 BAKERSFIELD, CA. 93304
(805~,834-1492 FAX (805) 834-1529
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
6' CANTILEVER RETAINING WALL
SLOPE=LEVEL
-\
2- _#LI e;,.... t.1 '"
2!/dr-
1FL} tE32'lo,e.
.
H=6 -0"
,2-tFtl i#j.;r2..-lie5@ N~,c..
'-\
IF }
z'A'" y- . tF'/~/6'/~I' I"
2." c.I.....
3 -#If Co)I\ -{;,..
12"12"
I
I
. I
I
I
, I
, \
9/15 S.M.
JOB#95941
ALTA ENGINEERING HUGHES SURVEYING
I .'.
218 SOUTH H. STREET SUITE #203 BAKERSFIELD,
(805) 634-1492 FAX (805) 834-1529
ROBERT BRANDT CONSTRUCTION - ,TRACT 5184 LOT 7
07/28/9~
CA. 93304
"
5' CANTILEVER RETAINING WALL
, '
H=5.00 ft
RETAINING HT.;5~00 ft
FOOTING WIDTH(B)=2.50 ft
fc'=2500 psi
frn'=1500 ,psi Fb=(.5)(0.3~)frn'=247.50 psi
Fy=40000 psi Fs=20000 psi
Es=2.9E+07 psi Ern=1125000 psi
NO SPECIAL INSPECTION REQUIRED
n=Es/Em=25.78
PL L = 0 . 00 1 b 1ft
SOIL D~NSITY=100 jef
VERTICAL,SURCHARGE=O psf LATERAL SURCHARGE=O psf
SLOPE: LEVEL '
FOOTING COVER: 0"
ACTIVE SOIL PRESSURE=34,pcf
'SLIDING
Fh=34pef (6.00' )2 /2= 612.00' 1 b/ ft
Fs=350pef(1.00')2/2=17S.00 Ib/ft
LOAD
"8 in. BLOCK
FOOTING
SOIL l'
Fh/3
TOTAL
W(i)(plf)
.60.00
375.00
666.67
204.00'
W= 1705.67
X(i)(ft}
, ,0.83
1.25
1,.83
2.50
MDL= 2584.31
Ff=.45(1705.67)~767.55 Ib/ft I
SAFETY FACTOR=(175.00+767.55)/612.00=1.54 > 1.5 OK
. , 'OVERTURNING
Mot=34pef(6.00')3/6=1224.00 Ib-ft/ft
SAFETY FACTOR=MD~/Mot=2.11- > 1.5 'OK
SOIL,PRESSURE
WLL=WDL
MLL=MDL
Xr=(MLL-Mot)/WLL=.80'
e=IXr-B/21=.45' OUTSIDE MIDDLE 1/3
SP[allow)=1500psf(1+.2(5.00'))= 1500.00psf
S.P.=2WLL/3(B/2~e)= 1425.81psf < SP(allow) OK
10/15 S.M.
~ jn
.
JOB#95941 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H.STREET SUITE #203 BAKERSFIELD, CA. 93304
,(805) 834-149~ FAX (805) 834-1529
j
5' CANTILEVER RETAINING WALL
ROBERT BRANDT CONSTRUCTION- TRACT 5184 LOT 7
8" MASONRY STRESSES(+)
P=0.00+0.OO+92psf(5.00') = 460.00 Ib/ft
M=8500.0~lb-in/ft
d=5.50" ,
As=0.098in2/ft, (#4@24"o.c.)
p'=As/b/d= 1.487E-03
k=l(np2+2np)-np=0.241
j=l-k/3=0.920
fs=M/(Asjd)=17118psi < 20000psi OK
fb=2M/bd2jk=211.12psi < 247.50psi OK
fa=P/(12")(7.63")=5.03
Fa=(.5)(O.20)(1500[1~(60.00/42(7..63)3]=149.66 psi
(fafFa)+(fb/Fb) = .89 < 1.0ri OK
FOOTING STRESSES ..
M=14688.00 Ib-in/ft
Mu=1.7M=24969.60 Ib-in/ft
b=12"
d=8.50" ' ,
As=O'.098in2/ft '. (#4@24"o.c.) "
Mn=O.90(As)(Fy){d-(As)(Fy)/[1,~7(fc')(b)]}=29769.34 Ib-in/ft > MU OK
SLOPE=LEVEL
-\
~
2. _#1./ co~i:.
2." c./r.
#'/ e ;2, L/ '~ .;&.
.
H=5 -0"
6" 8"
f6'ii:::::::::::::?:...z."C Iv-
......... .
-\
#L/@ 2 ~ ~. ~ .
f2'ii
.r,
2. - #'/ {Ott~t
r ,II/IS S.M.
I
,
~
JOB#95941 01/28/95
'ALTA ENGINEERING HUGHES SURVEYING,.
218 SOUTH H. ST~EET SUITE #203 BAKERS~IELD, CA. 93304
(805) 834-1492 FAX (805) 834-1529
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
4' CANTILEVER RETAINING WALL
H=4.00 ft
RETAINING HT.=4.00 ft
FOOTING WIDTH(B)=2.00ft
fc'=2500 psi
fm'=15()0 psi Fb=(.5);(0.33)fm'=247.50 psi,
Fy=40000 psi Fs=20000 psi
Es=2.9E+07psi Em=1125000 psi
~O ~PECIAL INSPECTION REQUIRED
n=Es/Em=25.78
PLL=O.OO Ib/ft
SOIL DENSITY=100 pef
VERTICAL SURCHARGE=O psf LATERAL SURCHARGE=O psf
SLOPE: LEVEL
FOOTING COVER: 0"
ACTIVE SOIL PRESSURE=34 pef
.SLIDING ,
Fh= 34,pef (5.'00' )2 12=425: 00 1 bl ft
Fs=~50pef(1.00')2/2=175.001b/ft
" LOAD
, 8 in. BLOCK
FOOTING
SOIL 1
Fh!3
TOTAL
W(i){plf)
368.00
300.00 '
333.33
141.67
W= 1143.00
X(i)(ft) ,
0.83
1.00
1. 58
2.00,
MDL= 1417.78'
, Ff=.45(1143.00)=514.35 Ib!ft
SAFETY FACTOR=(175~OO+514.35)/425.00=1.62 > 1.5
OVERTURNING .
Mot=34pcf(5.00')3/6=708~3j Ib-ft/ft
SAFETY FACTOR=MDL!Mot=2.00 > 1.5 OK
SOIL PRESSURE
WLL=WDL_
MLL=MDL
Xr=(MLL-Mot)!WLL=.62'
e=IXr-B!21=.38' OUTSIDE MIDDLE 1/3
SP{~110w)=1500psf(1+.2(4.0Q'))= 1500.00psf
S.P.=2WLL/3(B!2-e)= 1227.67psf < SP(allo~) OK
OK
)
12/15 S.M.
'i
JOB#95941 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
218 SOUTH H. ,STREET SUITE #203 BAKERSFIELD, ,CA. 93304
(805) 834-1492 FAX (805) 834-1529
ROBERT BRANDT CONSTRUCTION '- TRACT 5184 LOT 7
4' CANTILEVER RETAINING WALL
8" MASONRY STRESSES(+)
P=0.00+0.00+92psf(4.00') = 368.00 Ib/ft
M=4352.00 Ib-in/f~
d=5.50"
As=0.098in2/ft (#4@24"0.c.)
p=As/b/d= 1.487E-03
k=[(np2+2np)~np=0.241
j=1-k/3=0.920
fs=M/(Asjd)=8765psi < 20000psi OK
fb=2M/bd2jk=108.09psi < 247.50psiOK
fa=P/(12")(7 .63")=4.02 '
Fa=(.5)(0.20)(15~0[1-(48;OO/42(7.63-)3]=149.83 psi
(fa/Fa)+(fb/Fb) = .46-< .1.00 OK
FOOTING STRESSES
M=14688.00 Ib-in/ft
Mu=1.7M=24969:60 Ib-in/ft
b=12"
d=8.50"
As=0.098in2/ft (#4@24"0.c.)
Mn=0.90(As)(Fy){d-(As)(Fy)/[1.7(fc')(b)]}=29769.34 Ib-in/ft > MUOK
SLOPE=LEVEL
I
I
:--\
.
, 2... - #= 'f ~o H. -6 ,
Z.'/~'r
H=4 -0"
# 'I
'1@2LJ Ole.
-\ -
11,-
~2-c r
l'
, -"
13/15 S.M.
-.
JOB#95941 07/28/95
ALTA ENGINEERING HUGHES SURVEYING
2,18 SOUTH H. STREET SUITE #203 BAKERSFIELD, CA. '93304
(805) 834-1492 FAX (805) 834~1529
ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT '7
3' CANTILEVER RETAINING WALL
H=3. OOf,t '
RETAININGHT.=3.00 ft
FOOTING WIDTH(B)=2.00 ft
fc'=2500 psi
fm'=1500 p~i Fb=(.5)(O.33)fm'=247.50 psi
Fy= 40000 psi Fs= 20000 psi ,p
Es=2.9E+07 psi Em=1125000 psi
,NO SPECIAL INSPECTION REQUIRED
n=Es/Em=25.78
PL L = 0 . 00 1 b 1 f t
SOIL DENSITY=100 pcf,
VERTICAL 'SUlCHARGE=O p~f I LATERAL SURCHARGE=O psf
SLOPE:, LEVEL
FOOTING COVER,: 0"
ACTIVE SOIL PRESSURE=34 pcf
SLIDING
Fh=34pcf(4.00')2/2=272.00 Ib/ft
Fs=350pcf(l.00')2/2=175.00 Ib/ft
LOAD
8 in. BLOCK
FOOTING
SOIL 1
Fh/3
TOTAL
W(i)(plf)
, .276.00
300.00
250.00
. 90. 67
W= 916.67
X(i)(ft)
0.83
1.00
1. 58
2.00
MDL= 1107.17
Ff=.45(916.67)=412.50 Ib/ft
SAFETY FACTOR=(175.00+412.50)/272.00=2.16 >1.5 OK
. OVERTURNING
Mot=34pcf(4.00')3/6=362.67 Ib-ft/ft
SAFETY FACTOR=MDL/Mot=3.05 > 1.5 OK
SO I L PRESSURE '
WLL=WDL
MLL=MDL
Xr=(MLL-Mot)/wLL=~81'
e=IXr-B/21=.19' INSIDE MIDDLE 1/3
SP{allow)=1500psf(1+. 2(3.00') )=, 1500.00psf
. S.P.=(WLL/B)+6(WLL)e/(B2)= 716r58psf ,< SP(allow) OK
, "
14/15 S.M.
---
I
~.
f:~ '
(:~
"
';r
JOB'95941
ALTA ENGIN~ERING HUGHES SURVEYING
218 SOUTH H. STREET SUITE #203 BAKERSFIELD,
(805) 834-1492 FAX {805) 834~1S2~
07/28/95
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CA. 93304
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ROBERT BRANDT CONSTRUCTION - TRACT 5184 LOT 7
3' CAN~ILEVER RETAINING WALL
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8" MASONRY STRESSES(+)
P=0.00~0.00+92p~f(3.00') - 276.00 Ib/ft
M=1836.00 Ib-in/ft
d=S.50" '
As =0 . 0 9 8i n 2 / f t ( # 4@ 2 4 II 0 . C . )
p=As/b/d= 1.487E-03
k=[(np2+2np)-np=0.241
j=1-k/3=O.920 \
fs=M/(Asjd)=3698psi < 20000psi OK
fb=2M/~d2 jk=45. 60psi '< 247. 50psiOK
fa=P/(121)(7.63")=3.02' "
Fa=(.S)(0.iO)(1500[1-(36.00/42(7.6j)']=149;93,psi \
, (fa/Fa)+(fb/Fb) = .20 < 1.00 OK
FOOTING STRESSES
M=14688.00 Ib-in/ft
Mu=1.7M=24969.60 Ib-in/ft
b=12" '
d=8.S0",
As=0.098in2/ft (#4@24"0.c.) ,
Mn=6.90(As)(Fy){d-(As)(Fy)/[1.7(fc')(b)]}~29769.34 Ib-in/ft >MU OK
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