HomeMy WebLinkAbout07-30000025
ENCROACHMENT PERMIT
CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT
1501 TRUXTUN AVE
BAKERSFIELD CA 93301
(661) 326-3724
TO THE CITY ENGINEER OF THE CITYOF 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.
Application Number . . . . .
Property Address .....
Application type description
07-30000025 Date
10901 CONNEMARA CT MD
PW - ENCROACHMENT PERMIT
6/11/07
Owner
Contractor
PORTELLO FRANK OWNER
10901 CONNEMARA CT
BAKERSFIELD CA 93312
Permit . . . . .
Additional desc .
Phone Access Code
Permit Fee . . .
Issue Date . . .
ENCROACHMENT PERMIT
E;89349
200.00
6/11/07
. Valuation
o
Qty Unit Charge Per
1.00 200.0000 EA PW ENCROACHMENT
Extension
200.00
Special Notes and Comments
Build block wall on sideyard 3'
retaining wall and 6' block wall.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 200.00 200.00 .00 .00
Grand Total 200.00 200.00 .00 .00
Applicant acknowledges the right of the City Engineer, pursuant to the Bakersfield Municipal Code Chapter 12.20 to revoke the
permit at any time.
_F~ t9~
Signature of Applicant (Owner/Agent)
FRAN Ie P <9 R- -rtE. L Go
Print Name
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 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) (B!!N~ Said permit shall expire on date stated above.
~
Signature of City Engineer
Additional Terms on the Back
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 lial;lility, claims, actions, causes of action or demands whatsoever against them, or any of them, before
administrative or judicial tribunals of any kind whatsoever, arising out of, connected with, or caused by applicant, or in any way arising
from, the terms and provisions of this permit or the placement, use (by applicant or any other person or entity) or maintenance of said
encroachment, whether or not caused in part by a party indemnified hereunder, except for CITY's sole active negligence or willful
misconduct. 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 further agrees that upon the expiration of the permit for which this application 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 Sl;lid 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 issuance evidencing sufficient coverage for
bodily injury or property damage liability of both and required endorsements evidencing the insurance required.
.!..!Jffve read and ackrwwledge the above.
~Applicant's Initials
- -------
~
4 .
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B A K E R S F I E L D
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO: Raul M, Rojas, Public Works Director
FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions
DATE: July 10, 2007
SUBJECT: Encroachment Permit Application for: 10901 Connemara
Name of Applicant: Frank Partello
Description of Encroachment: 3' retaining wall with 5'6 block wall on top
wall exceeds maximum height; but is in height requirements when measured
from the high side,
Engineering and Traffic staff has reviewed the attached encroachment permit to allow the
applicant to build a 3' retaining wall and block wall 5'6" on top.
The applicant has provided proof of appropriate insurance coverage to Risk Management, 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\10901 Connemara Ct.doc
07- ;)5
~ .
-
B i\. K E R S F I E L D
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO: Ryan Starbuck, Civil Engineer III
FROM: Marian p, Shaw, Civil Engineer IV, Subdivisions
DATE: July 3, 2007
SUBJECT: Encroachment Permit Application for: 10901 Connemara Ct
Name of Applicant: Frank Patella
Description of Encroachment:
Build side yard block wall 3' high and block
fence another 5'6" high.
Please review the attached encroachment permit and return to me at your earliest convenience,
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S:\PERMITS\ENCROACH\TRAFFIC\ 10901 Connemara Ct.doc
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-
OB ~~ K E R S FIE L D
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO: Ralph Korn, Risk Manager
FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions
DATE: July 2, 2007
SUBJECT: Encroachment Permit Application for: 10901 Connemara Ct
Name of Applicant: Frank Portello
Description of Encroachment: Build 3' retaining wall and a 5'6 block fence
for total of 8'6 high,
Please review the insurance certificate with the attached encroachment permit and return to me
at your earliest convenience.
S:\PERMITS\ENCROACH\INSURANC\10901 Connemara Ct.doc
\~:<9-/47t007fRaul-Rojas =-Joanne Gappmajer 4-3l-:n-29---:--- -- ---- -- -- _.. -
Page 11
From:
To:
Date:
Caller:
Company
Phone:
Trish Enriquez (Patricia Enriquez)
Rojas, Raul
9/4/2007 8:51 AM
Joanne Gappmayer
Concerned Citizen
431-7329
r< a. wJr + ^ I 's
Cg.! I
L~7
[*] Telephoned [*] Please call
[ ] Will call again [] Returned your call
[ ] Wants to see you [ ] Came to see you
[ ] Urgent
Would like to speak to you. regarding an Encroachment Permit that was approved for 10901
Connemara Court. She claims they are building an 8 ft block wall but the permit shows it was
approved for a 6 ft block wall.
She wants to know why this permit was even approv~d without her agreeing to it.
q - '-1- 0 7
1,'15 PM
Cd-lied Ms, Ga.ppMayer 5k~ walJfed to kNoW wAy Mr Porfe//() c..ou/c!
bUIld h,'s feNc.e up f-o 8' J..,~'h ON hIS IO+'(;',cle.sh..e-et) bCl+ sAe.- c ()v Id olJJy
bv;td he~ feA/<e + 0 .,' t.'iA - I.e,pJ/a,,,,ed 3' of h. fe,"c<! was
r e +.. WI~' iNall- aNd Me a,vN,J -('OM +h e A, ihd pal" f of A"s y" rd.{b'k-k y.~J )
lk"J ~ e r teN <<- \,vas d". IN 5,d e tot- a",d r ~ s fr. < fed +- 0 a Ma XI MUM of (" h,?h.
She ,,,,,,"eel 5af:sfl~d,. bvT +-old Me she !-Vas 'dOI:'V t-o call
}\"-~ <-ov",c: I MaiJ - 5 ~e +1.,,,keJ M <!-, dNd A VNif up_
RaNd!
... ,':....
- :'.
APPLICATION FOR ENCROACHML~T PERMIT
TO THE CITY L~GINEER OF THE CITY OF BAKERSFIELD, CALIFORNL.\.:
.'
Pursuant to the provisions of Chapter 1220 of the Bakersfield Municipal Code, the undersigned applies for a pennit
to place, er~t, use and main~ an encroachment on public property or right-of-way as therein defined.
1. Full nazne of atmlicant and comnlete address includinSZDhone nwnber:
FR'-UJk p~RrE.LL 0 (,,0 S'G-7- 9'tz
2, Nature or description of the encroachment for which this application is made:
· l3t..tPck. WAlL ^-J/U(.t- f-o 's'~A(.,k. .
. - .
. .. -..
- .. ..-. .
.
3. Locationoftheproposedcncroachmcnt: to'l C) t Ct!:'f<.J^!I!-MAI'tA Cf ."
4. Period of time for which the encroachment is to be D'1tlintained: PSIl MI4-N e ~+ -,
- -
. ~...
APplicant agrees that if this application is granted, applicant shall indemnify, defend and hold harmless City, its
officers. agents and employees against any and allliabil1Q1, claims. actions, causes of action or demands, whatsoever
against them. or any pfthcm. before administrative, quasi-Judicial, or judicial tribunals of any kind whatsoever, arising
out of, connected with, or caused by awlicant's placement, erection, use (by applicant or any other person or entity)
~r maint~ce of said encroac~, ~e appli~t furthc! ~grees to maintain the aforesaid encro~chment during the
~fe of.scud ~ac~ent or ':Ultil such time that this ~t 15 ~~ked, ': '. ..... .'
Applicant ~er agrees that upon.th~ expiratio!l of the.l'erin!t for which this application is made, if granted, or'Yl2Q!l
the revocatIon thercofbvthe Cltv en~eer. aophcant Will at his own cost and ex'Oense remove the same from the Dublic
prooerty or right of way where the same is located, and restQre said public property or right of way to the condition
as'nearlyas that in which it was before the placing, erection, maintenance or existence or said encroachment .
. .
Applicant further agrees to obtain and keep all liabilio/ insurance required by the City Engineet in full force and effect
. for however" long the encroachment r~ains. ApplIcant shall furnish the City Risk M"anager with a Certificate of
Insurance cvidC1;lcing 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:
.1'iRS~~iAL Lil4.b;Lily ." 300, "C'o , q.Q
. .' I
. ..
Applicant acknowledges the right of the City Engineer.pursuanJto~ersfi~ld Municip~,Cgde j:hppJ<<~2.20 to
revoke the permit at any time. '. ~ /) -4-4/ .
Date: ' ~ (Y'~
". '--SIgnature of Applldant (Owner or RepreSentatIve)
PER.~ .
I HEREBY CERTIFY THAT I HAVE MADE A.~ INVESTIGATION OF THE FACTS STATED IN THE
FOREGOING APPLICATION AL'4D FIND TH.-\TTHE MAh'4Th'4k'4CE OF SAID ENCROACBMEN1' (1) wn.L
(NOT) StJBSTA:.VfIALL Y INTERFERE WITH THE USE OF THE PUBLIC PLACE WHERE THl SA.~n: IS TO
BE LOCATED A.~ (Z) WILL (NOT) CONSTITUTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE;
SAID Al'PL1CATION IS THEREFORE (G:RA.~n:D) (DENIED). SAI;D PER1\ofiT SIL\LL EXPIRE
Date:
No.
/~'OfCItyEngmeer
?; )..S
\: ~ :1_
. 'CITY O~ BAKERSFIELD
.. DEPARTMENT OF PUBLIC WORKS
TO WHOM rT MAY CONCERN:
We the undersigned. have no objection to the construction of a fence beside the
sidewalk within the public right otway.
c; TE.fl. f'LE (!,H-/tSIi. DR.
(Street for puposed encroachment)
Bv: F R A- '" k 'f 0 R.. rIG LLo
(Owners Name)
of lo9.().( ~O/.JNtl.M.A~17 e..r:
(Address of purposed encroachment)
Phone: G," I -r lr 7 - 'l'fll Z.
. .
Daie: '1'1! D'
. Qile: &(.1/07
(...l~~/......~...J
SIGNED:
Address:
. 3) Name:
Address:
04) Name:
Addl'8ss:
5) Name:
Address:
6) Name:
Address:
. [/././/~
,':".:~/::.;::~,/l?
".,-,- ~~.-:. f
. y I
.3 1-~02=~ I
Date: ~ - 3. ,67
D~te:O& a~ ,()?
Qem: 6J~ 1~7
Date:
~
I
o
. '
..
ENCR.OACHMENT PERMIT INSURAol'iCE REQUIREMENTS
..
I) Type arid Amount oflnsuranee Coverage for ~ instaIJation or collS1nlCtioil
1) for residences ~.
Homeowners coverage in an amount of at (~
2) Cof businesses
Corrunercial General Liability coverage in an amount of at least S,oo,ooO
n) .Additional Insured Verbiage
The City ofB~eld. its mayor, council. employees. asems mci volunteers are mdecl u
additional insureds with respecrs to (i.e. rha
insraDation ofac&airi linkf~e'at 1'01 TtUXtUDAve.). .
i ~ si-~LtA--ItC,N tD r= /00' o~ S-,/,," s;ur t:i9~i. -,3t-od<.. wALL
o .'
ALoN G- THe. IEAS"- F"-ONrA f:../Z.. S;O/E.. WA{,{<. Ar
/010 I CO AJ",IL ~ Ad.r:l C!t- I' i3Al<fLItS'FII~t.d. ~A ~ 9:J It z..
..
'D
HOMEOWNERS POLICY
1100 LOCUST ST POLICY NUMBER: HMC 0007422848-0
DES MOINES IA 50391-1100 ACCOUNT NUMBER: 809864017
(800) 282-1446
AGENCY WILLIAM RITCHEY INSURANCE Policy Period
DELANO CA From: 10-28-0& To: 10-28-07
12:01 A,M. Standard Time
AMENDED DECLARATIONS I Effective Date of Change I
102806
NAME INSURED AND ADDRESS [lIel'j::l:'~Ycj~ IIDi!l
l:.lel.l"Tj fmj!]
PORTELLO, FRANK ~ 1:.l.l.l"Tj fmj!] il
~ l:.lel.l"TjlUli!J ~
10901 CONNEMARA CT ~ '~':I:I.l"~..lel~I umI!l
BAKERSFIELD, CA 93312-7602 I:'~..::I'] 1::I~I'Iel:I.."t::l~ljl::l~.t:i
I~~':t.:~
The described residence premises covered hereunder is located at the PREVIOUS POLICY NUMBER HMC 0007422848-9
above address, unless otherwise stated herein. (No.. Street, City, State, Zip Code) WELLS FARGO BANK, NA. #708
ISAOA
PO BOX 5708
SPRINGFIELD,OH 45501-5708
ALLIED PROP AND CAS INS CO
COVERAGE AND LIMITS OF LIABILITY
SECTION I SECTION II
A. DWELLING B.OTHER C. PERSONAL D. LOSS E. PERSONAL .' F. MEDICAL PAY
STRUCTURES PROPERTY OF USE lIABI L1TY EACH PERSON
ACTUAL LOSSES SUSTAINED
250,300 25,030 175,210 IN 12 MOS, ' 300,000 1,000 .
FOR LOSSES ARISING UNDER SECTION I, WE WILL PAY ONLY THAT PART OF THE LOSS IN EXCESS OF $250.
COVERAGE - -DESCRIPT-lON-- .. .. PREMIUM _ _COVERAGES - .DESCRIPILOlL.___ -- PREMIUM
BASIC
H03 01/00 Special Form 868.00 11796 08/05 CA Res Prop Dis
438BFUN 05/42 Lenders Loss. Pay 10940 07/89 CA Ins Guarantee
H0300cA 01/04 Spec Provisions IN2004 03/04 Consumer Info
INOOOO 01/05 Privacy Stint IN2264 03/06 Merit Rating
H0216 01/00 Prem Alarm Prot 17.00cR 12559 09/99 Per Prop Repl
12567P 05/03 Replacement Cost 17.00 H090 05/02 Calif Work Comp
12747 12/01 Fungi/Bacteria m;m mLiE ~ -
TOTAL PREMIUM -
Additional 02% NEW HOME CREDIT
Residence
Occupied RETENTION CREDIT -10%
By Insured ADDL PREMIUM DUE -
Mortaaae Loss Payee or Other Interest
Loan Numberl 196987069
WELLS FARGO BANK, NA. #708 1ST
ISAOA MORT
PO BOX 5708
SPRINGFIELD,OH 45501-5708
ALLIED PROP AND CAS INS CO
Authorized Representative
DIRECT BILL 72PJ 07044
INSURED COPY
809864017 78
16929
,..'" - - , ~--::t
.
To specify your title block on
these five lines, use the SETTINGS
main menu selection, choose the
Printing & Title Block tab, and ent
your title blo.ck information,
Rev: 510303
u.er. Kw-D6D4635. V8I5.1.3. 22-Jun.1999. Wln32
(c) 1983-99 ENERCALC
Title:
Dsgnr:
Description:
Scope :
Job #
Date: 1 0:25AM, 7 MAY 07
Cantilevered Retaining Wall Design
Page 1
c:\enercalclrelainin .ecw:Calculations
Description
.-'. ." "'-'-'".
. ..... --- .-_.' "~'--.~ .-... . -,-.
.-::.:..,.,.--.,.;
"Soil Data
...- -, .' ";- --" ~- .~ .. ._-,
.'''H''_'__''::'.'___''':'_:_'
Axial Dead Load =
Axial Live Load =
l c~!~:c~?~~!~~_i~n.. --
Design height
Wall Material Above "tit"
Thickness
Rebar SiZe
Rebar Spacing
Rebar Placed at
Design Data
fblFB + falFa =
Total Force @ Section Ibs =
Moment....Actual ft-# =
Moment..a..Allowable =
Shear.....Actual psi =
Shear.....A1lowable psi =
Bar Develop ABOVE Ht. in =
Bar LaplHook BELOW Ht. in =
Wall Weight =
Rebar Depth 'd' In =
Masonry Data
fm psi = 1,500
Fs psi = 24,000
Solid Grouting = Yes
Special Inspection No
Modular Ratio 'n' = 25.78
Short Term Factor = 1.000
Equiv. Solid Thick. in = 7.60
Masonry Block Type = Normal Weight
Concrete Data
fc psi =
Fy psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S . Fr
Heel: Not req'd, Mu < S . Fr
Key: No key defined
I C?riteri~.
.--". --~_.~ - .....,-....- -.-'
3.25 ft
6.00 ft
0.00: 1
0.50 in
110.00 pd
=
Retained Height
Wall height above soil
Slope Behind Wall
Height of Soil over Toe =
Soil Density
=
=
Wind on Stem
D.D psf
=
I ~~~.I~~~~~~~,I~i~,'!~c~t~~c., .., J'~
I ~~~,i~c~'!~~~,,~~~,-. wW' ..~...~.~_.,_,,,,\1
Total Bearing Load = 2,504 Ibs
...resultant ecc. = 6.35 in
Soil Pressure @ Toe 1,364 psf OK
Soil Pressure @ Heel = 67 pst OK
Allowable = 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 1,842 pst
ACI Factored @ Heel 90 pst
Footing Shear @ Toe = 0.0 psi OK
Footing Shear@ Heel = 21.2 psi OK
Allowable = 85.0 psi
~Wall Stability Ratios
Overturning = 6.31 OK
Sliding = 1,85 OK
Sliding Cales (Vertical Component Used)
Lateral Sliding Force = 406.4 Ibs
less 100% Passive Force:: - 0.0 Ibs
less 100% Friction Force= - 751.31bs
Added Force Req'd = 0.0 Ibs OK
....for 1.5: 1 Stability = O.Olbs OK
LF~~~i~~P~i.g!,.~~~~~~ .\:;
; ",,-,~,",;-:;_:.,_...,- ,< '.:.:..- ". - - - -- ,". - --:",'",.' ._:..:.---- ~-..- -,-
Toe
= ~
o
o
o
0,00
0.00
= None Spec'd
= None Spec'd
= None Spec'd
Factored Pressure
Mu' : Upward
Mu' : Downward
Mu: Design
Actual1-Way Shear =
Allow 1-Way Shear
Toe Reinforcing
Heel Reinforcing
Key Reinforcing
Heel
90 pst
o ft-#
o ft-#
438 ft-#
21.23 psi
85.00 psi
=
=
=
=
Allow Soil Bearing = 1,500,0 psf
Equivalent Fluid Pressure Method
Heel Active pressure = 45.0
Toe Active Pressure = 0.0
Passive pressure = 0.0
Water height over heel = 0,0 ft
FootingllSoil Friction = D.300
Soil height to ignore
for passive pressure
=
0.00 in
100.01bs
O.Olbs
r: Top Stem
. Stem OK
ft= 0,00
Masonry
8.00
# 4
32.00
Edge
I ,~~.~~~~,~_~,~~~.~~t~~,~~_~i~~"~~~~~~. .'.: I,
fc = 2,500 psi Fy = 60,000 psi
Min. As % = D.D014
Toe Width = O.DO ft
Heel Width 3.50
Total Footing Width = 3.50
Footing Thickness = 12,00 in
Key Width = O.OD in
Key Depth = O.OD in
Key Distance from Toe = 0,00 ft
Cover @ Top = 3.00 in @ Btm.= 3.00 in
Axial Load Eccentricity = 0.0 in
=
=
=
0.462
237.7
257.5
692.3
4.0
19.4
24,00
6.00
84.0
5,25
,'~
.',.... . :;.~'(
To specify your title block on
these five lines, use the SETTINGS
main menu selection, choose the
Printing & Title Block tab, and ent
your title block information.
Rev: 510303
User. KW-Q604635. Ver5.1.3. 22-Jun-1999. Wm32
(e) 1983-99 ENERCAlC
Title:
Dsgnr:
Description:
Scope :
Cantilevered Retaining Wall Design
Job #
Date: 1 0:25AM, 7 MAY D7
Description
Page 2
c:\enercalc\retainin .ecw:Calculations
~.lJ.mm~:'I~f,9Y:~r;t~r!'lP~:~,~~~~tm~cEe!~.:~,~.~m!n~ ..'
...,.OVERTURNING,...,
Force Distance Moment
Ibs ft ft-#
406.4 1.42 575.7
Item
Heel Active Pressure =
Toe Active Pressure =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load. @ Stem Above Soil =
SeismicLoad =
Total
=
406.4 O.T.M, =
575.7
Resisting/Overturning Ratio
Vertical Loads used for Soil Pressure =
= 6.31
2,504,2 Ibs
Vertical component of active pressure used for soil pressure
5mIOverHeeI =
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe
Surcharge Over Toe =
Stem Welght(s) =
Earth @StemTransitions=
Footing Weight =
Key Weight =
Vert. Component =
Total =
.....RESISTING.....
Force Distance
Ibs ft
1,012.9 2.08
Moment
ft-#
2,110.2
100.0 0.33 33.3
7n.O 0.33 259.0
525.0 1.75 918.7
89.3 3.50 312.7
2,504.2 Ibs R,M,= 3,634,0
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