HomeMy WebLinkAbout01368
APPLICATION FOR ENCROACHMENT PERMIT
PERMIT NO.EN-01368
TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA:
Pursuant to the provisions of Chapter 12,20 of the Bakersfield Municipal Code; the undersigned applies for a permit
to place, erect, use and maintain an encroachment on public property or right of way as therein defined.
1. Full name of applicant and complete address including phone number:
BIGGAR BRUCE
2801 HARMONY DR
BAKERSFIELD CA
93305
Phone NO,87l-8640
2. Nature or decription of the encroachment for which this application is made:
6 FT HIGH WOOD FENCE WITH BLOCK PILASTERS AND
OF PROPERTY.
RETAINING ALONG BACK OF SIDEWALK AT ETON ST SIDE
3. Location of proposed encroachment is
2801 HARMONY DR
ETON ST SIDE OF 2801 HARMONY DR
4. Period of time for which the encroachment is to be maintained:
INDEFINTE
Applicant agrees that if this application is granted, applicant will idemnify, defend and hold harmless City, its
officers, agents, and employees against any and all liability, claims, actions, causes of action or demands, whatsoever
against them, or any of them, before administrative, quasi-judicial or judicial tribunals of any kind whatsoever,
arising out of, connected with or caused by applicant's placement, erection, use (by applicant or any other person or
entity) or maintenance of said encroachment. The applicant further agrees to mantain 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 appl'ication is made, if granted, or upon
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 public property or right of way to the condition
as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment.
Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and
effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a certificate
of insuance evidencing sufficient coverage for bodily injury or property damage liability of both and required
endorsements evidencing the insurance required,
The type(s) and amount(s) of insurance coverage is:
INTERINSURANCE EXCHOMEOWNERS
100000
Applicant acknowledges the right of the City Engineer, pursuant to Bakersfield Municipal Code Chapter 12,20 to revoke
the permit at any time.
Date:03/l3/l998
Signature of Applicant (Owner/Agent)
PERMIT
I HEREBY CERTIFY THAT I HAVE MADE 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). Said permit shall expire
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APPlICA liON FOR ENCROACHMENT PERMIT
TO THE CllY ENGINEER OF THE CITY OF BAKERSFIELD. CALIFORNIA:
Pursuant to the provisions Of Chapter 12.20 of the Bakersfield Municipal Cade, the undersigned applies for a pennit
to place, erect. use and maintain an encroachment on public property or right of way as therein defined.
1.
2. Nature or descnptlon of the encroachment for which this application is made: (b~e:tE 'RXlI-JC't\TloN
RQ. (()..Y'W~E W)C"'- E'eTN~Q It{ I\LL MJD ro~e\'E. fQ}.wOATrO/v ~ (p Fr FlEl4ce.
3. Location of the proposed encroachment: '200\ ~otJ"{ ~IUe.. \3AltE(2~IElJ) CIt ~
4. Period of time for which the encroachment is to be maintained: I JJD1!.A 14 \'tC-
Applicant agrees that If this application is granted, applicant shall indemnify, defend and hold harmless City,its
officers, agents and employees against any and all liability, claims, adions, causes of action or demands, whatsoever
against them, or any of them, before administrative. quasi-jUdicial or judicial tribunals of any kind whatsoever, arising
out of, connected with or caused by applicant's placement, eredlon, use (by applicant or any other person or entity)
or maintenance of said encroachment. The applicant further agrees to maintain the aforesaid encroachment during
the life of the said encroachment or until such time that this permit is revoked.
Applicant ftHther agrees that upon the expiration of the pennit for which this application is made, if granted, or upon
the revocation thereof by the City Engineer. 8Dpllcant will at his own cost and expense remove the same from
Ih8 DUblic (lrope.dy or right of way where the same is located, and restore said public property or right of way to the
conditIon as nearty as that in which it was before the placing, eredion, maintenance or existence of said
encroachment. .
Applicant ful1her agrees to obtain and keep all liability insurance required by the City Engineer in full force and effed
for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a Certificate of
Insurance evidencing sufficient coverage for bodily injury or property damage liability or both and required
endorsements evidencing the insurance required. The type s) and amount(s) of Insurance coverage is:
Il': I ~ ,00
Applicant acknowledges the (lgtn: of the City Engineer. pursuant to Bakersfield Municipal Code Chapter 12.20 to
~th~;;;kne. fh,4'~~ ~
~Iicant (Owner or Representative)
PERMIT
I HEREBYCERnFY THAT I HAVE MADE 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
PUBUC PlACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL (NOT) CONSTITUTE
A HAZARD TO PERSONS USING SAID PUBLIC PLACEi SAID APPLICATION IS
THEREFORE (GRANTED) (DENIED). SAID PERMIT SHALL EXPIRE
3/8'~~~ ~
Signatur.e"Of City Engineer -
Date:
No.
1IotGA1IIIIIl- ~ S, ,1lIIJ
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CITY OF BAKERSFIELD
DEPARTMENT OF PUBLIC WORKS
TO WHOM IT MAY CONCERN:
We, the undersigned, have no objection to the construction of a fence or behind
the sidewalk on:
e\o~ ~\
(Street)
By: ~Ua:. Et C~L Bl~,o{L
(Owner's Name)
of '2Pf)l ~'( m\\le.
(Address)
Phone: dUe? I ~
~)~~
2) Name
Address 2.. e
3) Name ~
Address :l.7/1,~.?iG
4)Name~a
Addres :2 l - en ry
1) Name
Address
Date:
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Date:
Date:
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INTERINSURANCE EXCHANGE of the Automobile Club of Southern California
PROPERTY INSURANCE AMENDMENT DECLARATIONS
MEMBER'S DELUXE HOMEOWNERS POLICY-FORM 3
PLEASE READ: THESE DECLARATIONS CHANGE THE POLICY AS INDICATED IN THE "SUBJECT OF AMENDMENT" SPACE BELOW, INSURANCE IS IN
EFFECT ONLY FOR THE PROPERTY, COVERAGES AND LIMITS OF LIABILITY SHOWN ON THESE DECLARATIONS.
ITEM 1. YOUR NAME AND ADDRESS
1.0.
1-08-98
XOO
POLICY NUMBER
PH 3285817
BIGGAR, BRUCE M AND CHERRYL
2801 HARMONY DR
BAKERSFIELD CA 93306-1539
EFFECTIVE DATE OF THIS AMENDMENT
1-08-98
12:01 A,M, PACIFIC STANDARD TIME
EXPIRATION DATE OF THIS POLICY
1-08-99
12:01 A,M, PACIFIC STANDARD TIME
ITEM 2. LOCATION OF PROPERTY (IF OTHER THAN ABOVE)
THIS POLICY DOES NOT INCLUDE BUILDING
CODE UPGRADE COVERAGE.
ITEM 3. COVERAGES AND LIMITS OF LIABILITY COVERAGES ARE SUBJECT TO ALL CONDITIONS OF THIS POLICY,
PART I-PROPERTY COVERAGES PART II-LIABILITY COVERAGES PART III-WORKERS' COMPENSATION
AND EMPLOYERS' LIABILITY COVERAGES
A B C 0 E ( F G
DWELLING OTHER UNSCHEDULED PERSONAL LIABILlTY- MEDICAL PAYMENTS WORKERS' EMPLOYERS'
STRUCTURES PERSONAL BODIL Y INJURY AND PROPERTY TO OTHERS- COMPENSATION LIABILITY
$115,000 $11,500 PROPERTY DAMAGE-EACH OCCURRENCE EACH PERSON
PERSONAL INJURY-AGGREGATE
PER POLICY $100,000
GUARANTEED REPLACEMENT $80,500
COST INCLUDED RESIDENCE EMPLOYEES
DEDUCTIBLE $500 $500,000 $1,000 OUTSERV ANT(S) 0 INSERVANT(S) 0
ITEM 4. ENDORSEMENTS
#
NUMBER TITLE
HO-61 SCHEDULED PERSONAL PROPERTY - SEE SCHEDULE
HO-65 ADD'L LIMIT ON CERTAIN CATEGORIES - COVERAGE C - CATEGORY (F) $4,000
HO-184 VALUE GUARD
HO-216 ALARM OR FIRE PROTECTION SYSTEM
HO-290 PERSONAL PROPERTY REPLACEMENT COST
438BFU LENDER'S LOSS PAYABLE ENDORSEMENT
THIS POLICY DOES NOT PROVIDE COVERAGE
AGAINST THE PERIL OF EARTHQUAKE
..... ..., - I I
ITEM 5. PREMIUM DISCOUNTS MULTI POLICY NEW HOME FIRE-RESISTIVE ROOF FIRE ALARM BURGLAR ALARM I DEADBOlT
YES NO NO YES NO YES
ITEM 6. SUBJECT OF AMENDMENT ITEM 7. AMENDMENT NUMBER ITEMS. ADDITIONAL PREMIUM OR CREDIT
MORTGAGEE ENDORSE- NAME CHANGE OTHER ADDITIONAL PREMIUM PREMIUM CREDIT
MENT CHANGE OF LI MITS CHANGES
X 1
ANY LOSS UNDER PART I-PROPERTY COVERAGES-IS PAYABLE AS INTEREST MAY APPEAR TO YOU AND
MORTGAGEE 1 LOAN # 114314-8
KERN FEDERAL CREDIT UNION
ITS SUCCESSORS AND/OR ASSIGNS
POBOX 1667
BAKERSFIELD CA 93302
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BRUCE M. BIGGAR, P.E., A.I.A.
principal architect
bfgc architects planners inc.
san luis obispo bakersfield san jose
5500 ming avenue suite 450 bakersfield ca 93309,4631
fax 805 836 4311 tel 805 836 4300
HMR0020A
E 0793
FOR QUESTIONS OR CHANGES"r\';;i:"TvU:-rnl:i:-,~vvv=""'''~V'"9'
,/
CI'IY Oli' BAKDSI'IELD
STRUCl'URAL TESTS AND INSPECTIONS SCHEDULE
'-
Priorto-.....an._,-. ...._.anlh8_ot.....__or EnaIn~.snd_
ll1lo tonn to the SUllcl/ng 0III0IliI. ~ _ .
z.so, ~'-'"'\ ~cL..
ProJect A...... ~. Iteora8lgnalUra
T....ng/tMpaOUon Aganay'. N8ma
T....n9lIMpecllon Agency'. ..........
TeallngJlnapeotIon Apncy". Phone Number
Owmtr'. "..lure .
Connato". Sip...,..
All the above hereby certifies that the TMIIno/Irqp.otIonAgenoy named above he. been engaged to perfarm structural tests
and inapectfon during constructiOn. as checked bilow, to SIItlIfy all appliCable portions of the Building Code.
\.-.
COHCMT!, GROUT & MORTAR:
Cone. Grout Morter
Aggregate T..... for Design
SuitabJIity of Aggregate
Mix Duigns
Test Pane,.
Batch Plant Inspection
Inspection of Placing
ComprfJ8Sion Testa
Cast Speclmens
Shrinkage Bars
Yield Check
Air Check
Dry Unit Weight
NtIIIIce: All reql/lred test ffJpOlt1l and lnapectiona must ". submitted to 1M Bullatng Depwtment on a weeIrIv basis.
PrIor to -lIfJI'ICe of final inspection, the T..angJJnepeolfonAgency shall submit a statement that all items 01 designated work
performed were reported. Any items checked. but not tested, or inspectect will be noted and explained.
It i8 the rnponSIbHity of the Contractor to giVe tlmefy notice to the Teetfngllnepeadon Agency Whenever any designated
items on this list are ready for sampling. lestInd or inspectiOn, 10 that the required services may be perionned.
REINFORCING STeEL:
_ Te".n. & Bend. one eet per heel per _ tons
_ Inspection of Placement .
_ Itl8peCtlon of Welding
I,
PRECAST CONCRETE:
R.inforcement Test
= lnapaion of Reinforcing Placemem
Tendon Teste
= Inspections of Concr.e Placement
_ Inspection of Coner. Batching ,
_ Inspection of Panel AttenuatlCln & lnurta
'_ Inspecnton of Panellnstallatlon
_ Compreaion Tests
_ Inspections of Placement & Grouting
STRUCTURAL STEEL:
- Sample & Test (Lilt SpecifIC Members Below)
_ Shop Identification & W8IdJng Inspection
_ Shop Ultrasonic Inspection
_ Shop Radiography
_ Field Welding Inspection
_ Field Bolting Inspection
_ Field Ultrasonic Inspection
_ Field Radiography
_ FIeld Deck Welding InsPection
PJAEPAOOIIING:
_ Inspection of Placement
_ Density Tuts
_ Thickness Tests '
STRUCTURAL WOOD:
__ Inspection of Fabrication
_ Inspection of Trues Joint Fabrication
_ Sample & Test Component
GRADING, SOILS. JIILL MATERf~
I~
MASONRY:
_ Preliminary Acceptance Teets {Masonry Units.
Wall Ptl8me)
_ SUbsequent Teats (Monar. Grout, Prisms)
~ Inspection 01 Grouting
_ InspectIOn of Pfac~ of GroLltrng
OTHER TEST&, INSPIlCT10NS OR INSTRUCTIONs
Pemd1 Number
Date
Approved by CJty Pten Checker
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REMOVE EXISTING DRlVE1Y
REPLACE CURB, GUTTER D
SIDEWALK PER CITY S S.
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5 6 I 7
HARMONY DR\YE
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9
8
NEW RESIDENCE DRIVEWAY
PER CITY OF BAKERSFIELD
STD H S-4
/ EXISTING ASPHALT PAVEMENT
EXISTING CURB, GUTTER
AND SIDEWALK
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R=370' L= 6.,911', ,;.: ,.','
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NEW 4" THICK
CLASS B CONCRETE
DRIVEWAY OVER
COMP ACTED
SUBGRADE
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PROVIDE NEW CONCRETE
WALK AND BRICK ENTRANCE STEP
EXISTING DWELLING
ADDITION
COVERED PATIO ADDITION
io
o
~
EXISTING MASONR GARDEN
FENCE REMAINS IN ACJ
I
I
REMOVE AND REPLACE
EXISTING 4' HIGH MASONRY
FENCE/RETAINING WALL
W/ 6 FT RETAINING WALL
SEE OTHER DRAWINGS
68.3'
5
6
7
8
9
1
105.05'
10 11 12
DRIVE APPROACH, SIDEWALKS,
PAVEMENT REPAIRS SHALL BE
MADE IN ACCORDANCE WITH
CITY OF BAKERSFIELD
, REGULATIONS INCLUDING
STANDARDS S-4 AND S-6
'-'--
EXTEND PAVING
TO EDGE OF
EXISTING FENCE
AT PROPERTY LINE
47
10
11
13
12
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W. IDW".D ILOelLIY AlA
A Ie H ITle.T
1522 8GHTEENTH STREET '215
BAKERSFl8..D OLIFOmA 9J.301
PI-IOI-E eo5 322-9373 FAX eo5 322-9375
E
BIGGAR RESIDENCE
REMODEL
Ba kersfield, Ca lifornia
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SITE PLAN
-
PIlO.I:CT: 9788104
FU: 9788104\704501
SCALE: 1/16" = 1'-0"
PllINltIl: 2-9-9B
ORA..,.: W, E. BLOCKLEY
DAT[: 2-9-9B
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TYPIC~L DeTIHLS ~ND GeNER~L NOTeS SH~LL ~PPL Y IN ~LL CASeS UNLeSS SPECI~IC~LL Y
SHOWN OTHERWISE ON THE OR~WINGS. WHeRE NO DeT~IL 15 SHOWN, CONSTRUCT/ON SH~LL
BE ~S SHOWN FOR OTHER SIMIL~R WORK. NO DeVI~T/ONS FROM THe OR~WINGS SH~LL BE
PERMITTeD WITHOUT PERf1ISSION O~ THE ENGINEeR.
FOUNO~TIONS
FOUNDIlTIONS ~ND SL~as SH~LL BE PLlICeD ONL Y ON ~IRf1 Be~RING ~ND NOT ON LOOSE
SOlL OR UNcaMP~CTED FILL. THt; CONTR~CTOR SH,:jLL PeRFORM ~LL WORK ,:jND RECEIVE
,:jLL TESTS AND INSPECTIONS IN t:lCCORD,:jNCE WITH THE OR~WINGstfSPECIFICAT/ONS
B~SIC ~LLOW~BLE BE~RING PRESSURE:
.l7SOLBS/SF.
ReINFORCING
f1,:jTeR/ALS SHALL Be GRADe 40, CONTINUOUS, OeFORf1eD BARS, CONFORI1ING TO ,:jSTI1
A61S. SPLICe CONTINUOUS BARS WITH A MINIMUI1 LAP OF 30 BAR DIAl1eTERS (2'-0"
I1INIMUI1). CONCReTE COVER~GE FOR REINFORCEI1ENT CAST ~GAINST eARTH ~ND
PeRMANeNTL Y EXPOSED TO EARTH SH~LL Be 3".
CONCRETe
M~TERI,:jLS SH~LL caN~ORM TO THe FOLLOWING SPECIFICATIONS:
PORTL~ND CeMeNT (ONe BRAND, DOf1eSTIC). . . . . . . ~STM C150 ,.---" ---'
W~TeR. . . . . . . . . . . . ,. . . . . . . . . . DOf1eSTIC SUPPL Y
~GGReG~TES (FINE 8< COARSE) . . . . . . . . . . . ~STf1 C33
(~GGREG~TES SH,:jLL CONT~IN NOT MORE TH~N 2%
SH~LE DR OTHER DELETERIOUS P~RTICLES.)
CONCRETE f1IX ~ND CONSTRUCTION SH,:jLL BE TYPE II, REGULAR
CONFORf1 TO THE FOLLOWING:
MINIf1NM UL T/M/JTE COMPRESSIVE STRENGTH @ 28 DAYS
M~XII':JUM SLUMP (PER ASTI1 C-143J
M~XIf1Uf1 ~GGREG~TE SIZE
MINIf1Uf1 CEf1eNT CONTENT
Mt:lXIf1Uf1 Wt:lTER CONTENT.
WEIGHT (145 LBS. J ~ND.
2500 .oS!
4 INCHES
1 INCH
5.5 St:lCKS/CY
41 Gt:lL/CY
CONCRETE Mt:lSONRY
CONCRETE BLOCK SHt:lLL BE GR~DE N-1, MEDIUM OR LIGHT WEIGHT (WITH A DRY NET
WEIGHT OF NOT MORE TH~N 115 LBS. PEt{ CUBIC FOOT). OPEN-END UNITS AND CONFORf1
TO ~STM C-90 f1INIf1UN COMPRESSIVE STRENGTHS.
AJ.4. ,/iJP'sON,4;? ~r1IL.IC. ~~A"-' /.Ie a~""JIf()lI~'-" /Ns~rl.t(). BY A
. SP~i:/A'- INS,l:1.t:t:.7e:7A.. .P~ V,,g,k .s/e"77o~ .. /701. S'. "7, Z
f1INIMUM MORTAR STRENGTH @ 2B DAYS (TYPE SJ . . . . .. 1800 PSI
(SHALL CONT,:jIN NO ADMIXTUReS)
,.,INIf1U,., GROUT STRENGTH @ 2B D~YS . . . . . . . . . .. 2000 PSI
(SHALL CONT~IN "SIKA GROUT ~ID, TYPE II", ~S PER MANUFt:lCTURERS
RECOM,.,ENDATIONS. NO OTHER AD,.,IXTURE SHt:lLL BE ~DDED.)
WOOD
FRAMING LUMBER SHt:lLL BE DOUGLAS FIR ,~ GRADE ,.,aRKED t::IS FOLLOWS (UNO):
2 X P'J~,6 e/2.S
NO.2
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3X & L~RGER . . . . . . .
SILLS (HE,., FIR OR DOUGL~S FIR)
NO. 1
(PRESSURE TREATED) NO. 2
ST~NDt::IRD CUT W~SHERS SHALL BE USED
OTHERWISE BEPoR ON WOOD SURFACES.
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STRUCTURAL CALCULATIONS
PROJECT DESCRIPTION:
Biggar Residence
Site Work Improvements
Bakersfield, CA
JQF 97082
PREPARED FOR:
Mr. & Mrs. Biggar
Bakersfield, CA
STRUCTURALENGThffiER
John Q. Forestelle
Structural Engineer, Inc.
1414 Valhalla Drive
Bakersfield,.CA 93309
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STRUCTURAL E:-:OINEER- - - -,-'
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HH VALHALLA DRIVE
BAKERSFIELD. CALlFOR~IA 93309
(805) 833-4311 FAX (805) 833-1314
. ~ 970 a z
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rl.l::x"lJRAI.. Df/RATION FACTOR :: / _ 33.'3
BAR AREA -..COMPRES.. (SQ IN) :: 0
BAR AREA .....TENSION (SQ IN) ::.4 - Z-IFq:.'
BAR SPACING (INCHES) :: 18
WIDTH OF MEMBER (INCHES) :: 18
DEPTH OF BAR (INCHES) :: 5.. 3
AI..l.OII Io~Tl. S,REIo':;Io~ (rLEX) = 70.
Al.LOII CONC STRPSS (FLEX) ::~
lfL.T. CONC/MAS STRESS (FL.E X):: I.. .5
MOD or El.A1:")/ (,.t:]TEEl.) !(..c;.r :: 29000
NOD OF [:LA.~;T (NASON) f(SI :: 1500
M'OD or- El..AS1' (CONG) /(/IJ = 2707
MOD RATIO :: 20
-",:, "I'!
.. t
/I1'OMPNT AC7'lfAL (NB):: 3. o9S9 V'
MOMENT FOR NAS/CONC (/tiC) :: 3.. tl8 I'
RATIO (/tIB/NC) :: ..tl703913S </,0 '
MOMENT (MC+MS') :: 3..88
. RATIO (NB/(I4C+NS') :: ..fl7039135 c../,o ()k-
MOMENT TENSJON REINF (NS) :: 4.. 18 '
Rf:TIO (MB/MS) :: .. fl078.'ISI94 (/,v
PN :: _0943398228
K : ~350J59707
J = M883?80764
?/JK :: 8~46644997
COMBINED
Dl/RATION FACTOR .. t.. 333
;; (DIST BTWN RFINF) INCHPS :: S.3
FF;' (CONP RP INF STRFSS) f(SI :: 10.. 7787891
I4S' (CONP REINF NONENT) f(-...FT :: 0
RATIO (MB/(/I1'C+MS'))+(PB/PA) :: ..lJ7039/3S
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HH VALHALLA DRIVE
BAKERSFIELD, CALIFORNIA 93309
(805) 833-4311 FAX (8051833-4314
Job No. " . 9:?~ .~.~.. .
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RETAINING WAL.l.. CAl.CUL.ATIONS
WALL. AND rOOTING DIMENSIONS
WALL.. HEIGHT
WALL. TH ICf(NESS
WALL UNIT WEIGHT
rOOTING THICKNESS
FOOTING L.ENGTH
rOOTING UNIT WEIGHT
EARTH HT ABV F,OOTING
EARTH SURCHARGE Hl: IGHT
.EARTH UNIT WEIGHT
EARTH FLUID PRESS
TOP l>OADTO /riAl..!..
TOP L.OAD 1fT ABV FTG
. D iST r ROM TOE TO WAL.l..
WALl.. MON {! TOP OrFTG
FOOTING CRITERIA
OVER T{JRNING MOMENT
RIGHTING MOMl:NT
X BAR
TOTAL. /rIE IGHT
SAFTY FACTOR
SHEAR {! BOTT OF FTG
MAX SOIL BRG PRl:SS
#l# SOIL. BRG PRE[fS
li_5 FEl:T ~
{] INCHES
,. .12 KIPS/CF
=-
=-
=. fJ333 INCHES
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: 3_30041074 rEET ,~~
:: .. I,e; KlrS./Cr'
:: li.. S FFl:T-
:: 0 FEET-
= .1 KIPS/CF"/
= . 03 K I PS/CP'
:: 0 KIPS...--
:: 0 l'l:r:T or
:: 2 .7 He }/E.t; "
::: /.. 37.'3 !(lp.....rt:E1'
f, ~, 311 .
:: 1.417 Klp..--Fl:FT
= 3.li31 KIP--FEET
= 1.. 02,5 FEET
:: 2.157 KIPS {,50) '# ,"Q7
,- 2...'ilil / 1"". /'C.
_ .li47 KIPS ~ ,b4-7 ,../1
-. 1.. 402 f(IPS/SF<'~ /,1':>0
.. 0 KIPS/SF J
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STRUCTURAL CALCULATIONS
PROJECT DESCRIPTION:
i
i.
Biggar Residence
Site Work Improvements
Bakersfield, CA
JQF 97082
PREPARED FOR:
Mr. & Mrs. Biggar
Bakersfield, CA
STRUCTURALENGThffiER
John Q. F ore stelle
Structural Engineer, Inc.
1414 Valhalla Drive
Bakersfield, CA 93309
.--'
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"-,~ -.';/: SU~ject . . ... . . . . . . . . . . . .
J Ori 1~' Q.' iF 0 RES T E L.l...E
STRUCTURAL E~G[NEER
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1-11-1 VALHALLA DRIVE
BAKERSFIELD, CALIFORNIA 93309
(805) 833-4311 FAX (8051 833-4314
#= 97CJ~ Z
JOb No. . . . . . . . . . . . . . . . .
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Sheet No. . ; . . . . . . . . . . . .
Date.... ./'Jift'.'!!?.
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FLEXURAL DURATION FACTOR :: 1.333 .. I'!
BAR AREA -...COMPRES.. (SQ IN) :: 0
EAR ARRA ....TRNSION (SQ IN) ::.4 - Z-Ik:p
BAR SPACING (INCHES) :: 18
IrIIDT/-l OF J;fEMBE;R (INCHES) :: 18.
nrn.'1"',' O~ B"n (INC' J'E''') -- 5 '"
1..1 t.. f" J II I JH f\ ~ 'i .,.j .. ..,
ALL.OIrI STL. STRESS (FLE X) :: 7a'
ALLOIrI CONC STRES[f (FL.EX) =c:Jf:I)
l/[' T. CONC/MAS STRESS (FL.E X):: 1.5
/riOD 'OF ELABT (STEEL.) KSI :: 79000
NOD OF rLAST (MASON) KSI :: ISOO
J40D (JF' 1.r::I..AST (CONe) I(",~:;.r : 7707
/:fOD RATIO :: 70
M'OJ;fENT ACTUAL (#E):: 3.. 359..,r
/:fONE NT FOR MAtf/CONC (NC) :: 3. tUi . '1 .
RATIO (#E/M'C) . :: .. 87039135 </,0
/:fOMENT. (MC+NS') :: 3..88
, RATIO.(NE/(M'.C+NS'):: ..87039135 L,/.Q .()/rL
#ONFNT TRNSION REINl" (#S) :: 4..18
RATIO (#E/M'S) :: ..807855194(/,0
PN - ..0943398778
K :: .350159707
J - ..883780764
7/..7/( = S..48644.997
COM'EINED
DURATION PACTOR ... 1.333
Z (DIST ETIrIN RrlNF) INCHES :: S..3
P/; I (COMP RE INP STRESS) KSI :: 10. 7787891
NS I (CONP REINP MOMENT) K-..FT :: 0
RATIO (NE/(#C+NS'))+{PB/PA). :: ..87039135
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S11l.UCTURAL ENGINEER-- ~..--,------_--:.~._----. ---'Sh t N - .~-:e1,c-'Z-- ---~.-._- ~...---
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HH VALHALLA DRIVE -Date.. .... . .. . .........
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BAKERSFIELD. CALlFOR.\llA 93309 By. . . . . . . . . ;.' . . . . . . . . . .
(805) 833-4311 FAX (805) 833.-1314
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RETAJNING WAL.L. CALCULATIONS
-........-....-.--...---.-----.....--......----..-------.--.-..---.--...............-...--............--......--.........--_._._--
WALL. AND rOOTING DIMENSJONS
WALL. HFIGHT =- 6. S FEET -
VALL THJCKNESS =- 8 INCHFS
WALL lINJT WEJGHT =- .17. KJPS/CF
FOOTING TllICKNESS =- .8333 JNCHES
,( ,., ~-"
FOOTING LENGrH ::: 3.. 3004/07.4 FEFT oJ-..,.-
FOOTING UNIT WPIGHT =- .//5 KJPS/CF'
EARTH HT ABV FOOTING =- 6~ S FEET-
EARTH SURCHARGE HE JGHT =- 0 FEPT ~
EARTH UNIT WEIGHT ::: .. / KIPs/eFr'
FARTH FLUJD PRFSS =- .. 03 KJPS/CP'
rop DOAD 1'0 WAL.l.. =- 0 f( J PS ./
TOP LOAD HT ABV FTG =- {) FEl::T...-
DJST FROM TOF TO WAL.L, =- 2 INCHES or'
WAU.. 14014 & TOP OF FTG
=- /.373 KfP..-FEET
FOOTING CRJTFRIA
OVER TURNING MOMENT
RIGHTJNG MOMENT
X BAR
TOTAL. WEIGHT
SAFTYo FACTOR
SHEAR ft BOTT OF FTG
MAX SOJl.. BRG PRESS
HIM :.-:;o.rl.. BRG PRE:7:.;
it c, ~io .
=- /.4/7 KJP-FEET
= ..9.. 0..91 !(IP-H/r.'EE1'
=- /.. 07..'5 Fl::ET
=- 7... I S7 I( IPS {,3d) -;: ,(,Q7
=- 7...56/ ( 7 1t""'./;1/'t.
=- .. 647 KJPS _ ,btt'f- '.
=- /.407. KJPs/sr<'(,1,1~O
=- 0 KJPS/SF J
....
..
MEMORANDUM
I.r- A /.
t'1 r~6 ~
TO:
GARY FENSTERMAKER, PERMIT TECHNICIAN
ohMBER D. LAWRENCE, CLERK TYPIST I
FROM:
DATE:
March 26, 1998
RE:
Encroachment Permit
Attached is Encroachment Pennit No. EN-01368 for 2801 Harmony Drive, with the Application
and corresponding documentation included. This pennit has been approved by Mr. Rojas. .
cc: Marian Shaw
G:\GROUPDA 1iMemo\Encroachment Permits\Transmittal.wpd
~ 13(P8
~ .
--
B A K E R 5 F I E L D
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO: Raul M. Rojas, Public Works Director
FROM: 91! /f;;ques R. LaRochelle, Engineering Services Manager
DATE: V January 27, 1998
SUBJECT: Encroachment Permit Application for 2801 Harmony Drive
Bruce Biggar
Installation of a 6 Foot High Wood Fence with Block Pilasters behind the sidewalk on Eton
Street
Engineering and Traffic staff have reviewed the attached encroachment permit to allow the installation of
a 6 foot high wood fence with block pilasters behind the sidewalk on Eton Street. The site is located at the
southeast corner of Eton Street and Harmony.
The applicant has provided proof of appropriate insurance coverage to the Building Department
representative, and has provided signatures of all immediate neighbors stating that they have no objection
to the proposed construction.
Based on their review, staff recommends approval of the permit.
S: \PERMITS\ENCROACH\280 1 Harmony. wpd
xc: Reading File
Project File
Marian P. Shaw
(,
~
.
--
BAKERSFIELD
PUBLIC WORKS DEPARTMENT
MEMORANDUM
, ~. ;~ ~..' ,J<':,. 'to f'~~;'~
T~i.i':f:'i ,'" ~', ~.~::~t~;~t.~Q"U
l\I'u . ~ ru lk ~ '': .... - ...
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~~~iifiiQu 11.>:;. - 4
nt . V1...../f
~~~e. - IL..
CO~~9~t$: _ 0
TO: Ryan Starbuck - Engineer I
FROM: f Marian P. Shaw, Civil Engineer III, Subdivisions
DATE:
March 18, 1998
SUBJECT:
Encroachment Permit Application for 2801 Harmony Drive
Bruce Biggar
Installation of a 6 Foot High Wood Fence with Block Pilasters behind the sidewalk on Eton
Street
Please review the attached encroachment permit and return to me at your earliest convenience.
S:IPERMITSIENCROACHITRAFFlCI280 I Harmony. wpd