HomeMy WebLinkAbout01018
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APPLICATION FOR ENCROACHMENT PERMIT
TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD, CALIFORNIA:
;/.11.
Pursuant to the provisions 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 add re s s nf applicant is: H DIORite! , Jo q cr; C)'ill.. ~ 7,
.:<oM lJ-iJl1.l-'l "'."'0 V W. ,1/:-<,-': '1)(..,
The nature or description of the encroachment for which this application is made
1 . ""IJ'I
is as follows: A /2Jlro-..:.....L,IAoc.. t,)/.1IL c.{I(Jv,-"/, S H-LC."
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The location of the proposed 'encroachment is: 0),1
IM;/ r; ;?,L /L~ ./J",lr I'l~)", it 17..., '0_.''/ /'\,~/,
',\ . -, . '
\~". - Applicant agrees that if this application is granted, applicant will indemnify,
tI'lrncl 8"8'Ye- 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 which may be
recoverable from, or obtainable against the City of Bakersfield or such officers,
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
of the said encroachment or until such time that this permit is revoked.
12a.(,'A fJ ,....'-+
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// (17"" ?
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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 restore said
public property or right of way to the condition as nearly may be in which it was '
before the placing, erection, maintenance or e~istence of said encroachment.
Date:
S /2--3 / )If(
I I
t
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
same
said
(not) substantially interfere with the use of the public place where the
is to be located and (2) will (not) constitute a hazard to persons using
public place; said application is therefore (granted) (~nnied~~
--lUtdE' '~ 1188 ~,\ J. \.c--Lo...~
Signature of City En~eer
J
. ~~,
~.D~te:
No. 1,018
TR-RR:ml'o
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Distribution: Original - Applicant
Goldenrod - City Clerk
Yellow - Public Works
REV. 2/88
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CITY OF BAKERSr-IELD
DEPARTMENT OF PUBLIC WORKS
- JEN (80S) 872-2756
-, SEN'S CONS
.. TRUcnQ~
Mervin Jensen c -
L. ,ontracto
Icense #307742 r
3212 Pasadena Bak
"F" . '. 'ersfield, CA 93306
om DesIgn to Finish '
, F ' Qua/,ty Work at a Re.
'------ 'REE ESTIMATES 'ilSonable Price,"
~-
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To \'Jhom I t ~Iay Concern:
--~~__r
We, the undersigned, have no
fence or wall behind the sidewalk on:
J2~ ~
f (Street)
objection to the construction of a
By tlowM-d Q~
(Owner's Name) .
of JoDI (A~YvLau.'1 '\)y,
Phone
S7/-ss8<f
SIGNED: .A p:/. -./
1) NAME: 7~ z:: ?~ DATE: <; - 7-}- '3 9'
ADDRESS: '3~. i "3 Jl pv1 P ;4/<-,
2) NAME:~~7".1u2t4~ DATE: <oS -.;JI-CP~
; f/
ADDRESS: &'/
( /
3) NAME: DATE: l S -A -!fir
4) DATE: . -)~,.J l- ~ 5<
ADDRESS~~2~0€7~~
5) NM1E: Pi-6 _
,
ADDRESS: e2C/1J? ,1/#J//~A/y17/
6) NAME:
DATE: 5- ;2/-g;g
DATE:
ADDRESS:
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KERN COUNTY
BUILDING INSPECTION DEPARTMEf
1t01 GOLDEN STATE AVENUE
BAKERSFIELD, CAL1FORNIA ;' ._~
PHONE: (805) 861-23911' j. I
TYPICAL
RETAIN ING WALL
DRAWING
110" 4
. 9-14-73
-fEET 2 of 2
o ETA I L
I'n.~
5BO 2620 180 (7-76)
U:VEL CRoll DE
CAP I" DESIRED
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CONCRETE ~ ~..
MASONRY,.
WALL-ALL CELLS i. ."7t.
"'UEO SOLID . .~.t
WITH GROUT !,',.:
I -. 8 AR S i ~~U
:j ~.:- ~
OMIT ~ EA 0 :;. I ii
JOINT At'.. FIAST .,..r.-..
COURSE AT 3z-0.c. ~ . 11 l~ "
FOR WEEP HOl.El.. t. "
II RAOE \ 'Er]-,-t ~
3 '~ . -
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:-.v n. I I .-:/'
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to
(!)UAS
..0 UR "DOTING
A OAINST
UNDISTURBED
NATURAL SOIL
Typical section over 5'-0"
~" = 1'-0"
@ G) @ 0 aliAS 0 aARS
)' " ,'-10. 8) A~ )z"o,c. -
.' " 2"- " -. AT .'"o.c. -
$' s' 3'''01' 84 A" 2."0.C, -
s' 12" JI-5" -..-- 8. AT '2." O,C.
7' I z" .'.e" - 8. AT Ie' O.C.
s' 12' ~'- ]" - 8$ AT III' O.C.'
Design for lo\'el grade above wall
~
NOT~- CONCR!:T!: IN FOOTING TO TEST
ZOOO L8S, P!:R ,Q, IN. AT Z8 OATS
CONCRtTE In.oc... - c:nAO& "^" UNITS
.11,$,'1',". c.,o
CROUT' t PART CEMlNT, 'PARTS SAND.
Z PARTS P!A CRAYEL
WO"TA" . t 18ART aMENT,
',I. PART l.IME PUTTY, .'" PARTS SAND
@ 8 A R S
2
OMIT H [AD
'JOINT IN FIRST
COURSE AT 3Z"O.C.
FOR WEEP HOl.t
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POUR "OOTING
AGAINST
UNDISTURBED
, ~ NATURAL SOIL
L. Typical section 5'-0" max.
J~:' -r=,l~~llt.4'-.-"1__,"~~,.
-, -~~~:t.":;...,.,.
@
@ CD @ @ BARS (!) BARS
)' e" 2' - ,III .~ A'T 2.~0.C, -
.' ," J' -s" 8.Ai2."0.C. -
~' e- 4P.'. o. ..~ AT 16 O.c. -
" 12" .' -t- - .s AT 2.'O,C.,
7' 12" ~'-e- - .0 AT 's"o.c:.
8 ' 12- 6' -.- - ., AT I'"O.C.
Design for sloping grade above grade
MAXIMUM STRESSES
f. . 18.000 P,$,1.
fM . 225 P,$,I.
SHI:A" Y S IS P,S,1.
BONO U. 100 P 5.1.
SOIL P"l$SURE. 2.000 Las. PEA SQ. ~T.
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'01:: 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 requinmtents of the Buildina Code. A nmrp.sp.nt~tiv", of rn.. K_.. r.,,"nN
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KERN COUNTY I
BUILDI NG INSPECTION DEPARTM[
1101 GOLDEN STATE AVENUE
BAKERSFIELD, CALIFORNIA.
PHONE: (805) 861- 2391
TYPICAL
DRAWING
I ~O.4
9""4.~-73
~t._ t I of 2
RETAINING WALL
D ETA I L
:lll.lnsp. 580 2620 180 (7-76)
--)
~.
CA" .,. DESIRED
Note: Retaining Wall not to be used a
foundation for building.,
Building Set-back:
Level Grade - H 2:1 - 2 x H
3: 1 - 1. 5H 1 i: 1 - 3 x H
LEn'- CRADE
2 -.. It, A It S
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, - .. BARS
o .ARS
11\
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c;()NC.JtCTE WASON ".,
WAlL' AU. aLLS "'LLCD ,
SCUD WITH GROUT
"2" T'CS AT ..- Cle.
:z:
2-
a
:.:.... "
:: 3 -.
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.....
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"OUR "OOT'" G
AGAI"ST
UNDISTURBED
NATURAL SOIL
" .
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!,. " .'~'I
Typical section over 5'-0"
~" = 1'-0"
@ @ @ @ BAAS (!) 8AAS
3' o' ,'_0'" -3 AT 32' O.c. -
.' ." a'-z- "c AT caHo.e. -
4' a' 2'-.- 1t4 AT 2.'o.e. -
.' 12" 3'':3" - .6 AT 26' o.c.
7' '2" 3'-'0' - .c AT 16' Cle.
e' 12" "~-e. - Its AT I." o.e.
Design for level grade above waIl
NOTE-CONCRETE IN "OOTINC TO TEST
2.000 L.BS. ..tR sa. IN. AT 2a OATS
CONCRCTe BLOCK -CRADE "A' U"ITS
A.S. T..... C-.O
CROUT- I PART CE"'ENT,3 "ARTS SAND.
2 "ARTS PEA GRAVEL:
MORTAR - I "ART e'EMENT,
If, ..AIIlT LIME "UTTY, . ~I ..AIIlTS 5ANn
SLO..ING
@ .AItS
I -4 .""S
JC/
c
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C,DNCItETE.' IIASO". R"~
WALL-ALL. CELLS .
'ILLED SOLID
W'TH, GROUT
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O"'T HEAD JO'NT I"
"IItST COURSE AT
32- O.C. ,. 0 R WEE P HaL E
:z:
"OUR 'OOTING
iAGAINST
UNDISTURBED
NATURAL SOIL
B
Typical section 5'-0"-max.
~n = i'-O"
@ '<!) @ @ BARS G) BARS
3' e' 2'-3- -3 AT 2.' D.C. -.
.' e- "-0. -. AT 24.0.C. -
5' a' ' 3'-e" -5 AT Ie' O.C. a:---
e' IZ". "'-0" - -5 AT 2c'0.C.
7' 12- .'-.- - . e AT ro'D.e.
a' 12- .s "- e . - · 7 AT 16- C).C.
Design for sloping grade above wall
MAX'WUW STRESSES
fa = 18,000 p, S. I.
f",. 225 P.S.I.'
SHEAR V . 15 P.S~I.
eOHD u' = 100 ".S.I.
SOJL PRESSURC = 1,000 LBS. ..tR SQ."T.
CONCRETE TO 501 L
,.,ueTION COEP'P'lCIENT . D..
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TO ~~~~___~~______gilj2/2LL~~~~-~~~~~---~~~~~~~-~~"~-~~~~~~~..---~-~~-~-~"~~~~~~~,~-~---~----~---~~~~~~-~~~~~~~-~~~---~-~~~--~~
FROM ____m__________1._ JL.. f r2- ~ . \
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