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APPLICATION FOR ENCROACHMENT PERMIT
TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD, CALIFORNIA:
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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 address of applicant is:
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The nature or description of the encroachment for which ,this application is made
is as follows: 'I) .::U( r~t;~I~~;1<t.J \'-..' ;::..., \..- ,~ 'If.! I \,..' ,-;:' "-"J ' !.. ;':,;., I ;\ I I' - ' I '.1 ( -
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The location of the proposed encroachment
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Applicant agrees that if this application is granted, applicant will indemnify,
~ave 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.
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 existence of said encroachment.
, ,
Date:
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Signature of Applicant
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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 (l)
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).
'I
Date: I:> / /... 8)f:) .~:;'" .J c .__.,....L . " J
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Signature of City En~eer
No. ],On
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Distribution: Original - Applicant
Goldenrod - City Clerk
Yellow - Public Works
REV.2/88
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VICINITY MAP
N. T. S.
-
1illIYi',*');'l'o
STREET
TABLE_ OF CONTENTS
Sheet
I.
2,
3.
4.
5,
6.
1,
I tern
COVER SHEET
TYPICAL STREET SECTIONS,
OSWELL STREET-PLAN AND PROFILE,
OSWELL PARK DRIVE - PLAN AND PROF ILE
EDGEMOND STREET - PLAN AND PROFILE
MAGIC AVENUE - PLAN AND PROFILE
OSWELL POINT LANE a PACE LANE -
PLAN AND PROFILE,
SUMP
8.
LEGENQ
BENCH MARK
SET
-SUHVEY MONUMENr ENCASEMENT PER COB PLATE S-29
-s f1~EE r SIGN PEH COB PL ME S 40
- WHEELCHAIL r~AMP PER C () t3 PLA fE S - 41.
CONCHf:. TE cr~oss OI~AI N r)Er~ C 0 [3 PLATE S - 17.
- rYPF l3 cur~o a GU f r Er~ PEF~ co B PLATE S-I
-SIUf-WALK PEr~ C.O.S PI ArE S 3.4'-6" WIDE
0.20' A,c. HWING OVEH 0,00' CLASS II AGGf~EGATE BASE,
()()~) ^,C. I.lAVING OVFf{ O<)B' CLASS II AGGf~EGAfE BASE,
( , \ ) H ( : I 1 '( () f H 1\ K F I ~ ~ -; F I F U) ~; r 1\ N D A rm~;
(=_~~) n) WAIl ~),H()O I.UMfN 11PSV Sf. Lf
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AVENUE (y-
~t3 -I~ 31::2 C~9128 27 26 25124 2322 ~'3 21 20~19: i -I tJ ~ .
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. -9 ..._~. -l KEY-! MAP
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PHASE
J:
IMPROVEMENT
FOR
TRACT NO. 4919
v" _11._ - ,
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IN
THE
CITY
OF BAKERSFIELD
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STATE
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VIRGINIA
VIRGINIA AVENUE
SCHOOL_
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TRACT
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BENCH MARK: USED-CHISELLED 'rJ CENTER 0.1. AT THE N/E RETURN Itf
VIRGINIA AND STERLING. ELEVATION:413.487
K.C.S. FIELD BOOK ~ PAGE 32
SET - N/E RETURN OF OSWELL PARK DRIVE AND
OSWELL STREET. CHISELLED 'X' SOUTH END
0.1. ON OSWELL STREET. ELEVATION: 397.46'
Appr()ved:,. t'8. lJJ.
CITY OF BAKERSFIELD
Su bnlitted
_.. --'-~ "~_f,,,""a.....
-:1- ~1- Ba_
DATE
BY:7~/ ~ -_
Chri stopher L. Conway ~.c.E: 30,323 ,
Exp.3-31-92
I -- ~"-87
DATE
REVISIONS
1-I//"t:.1e RGlJ/5/t"'-/f
lAMP
~
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-..-....
GENERAL_ ~JOTES
1. All improvements shall conform to City of BakersfIeld Standards.
2. Improvements shall conform to State of California. Buairess and Trans-
portat ion Agency, Department 0 f Transportat ion. Standard Spec i f icat ions,
.July 1984 as modified and determined applicable by the Ci1y Engineer
3. Shaded areas shown on the Key Map indicate streets to be improved by the
Subdivider to the lines and grades shown on these plans,
4. Oswell Street has been designed to match the existing structural section.
All other streets have been designed for a Traffic Index of 4,75,
5. All streets have been designed for a minimum "R" value of 16, Should
further testing show a lower "R" value of the actual in place material.
streets shall be r~edesigned according to the lower "R" value.
x'+- BENCH MAHK USED
6.
Any layer of "R" value material specified in the Typical Sections shown
on Sheet 2 may be increased in depth provided that the material below
that layer has no less than the minimum thickness shown,
7.
If approved in writing by the City of B'Jkersflal.j an alternate pave,nent
design using Class III Aggregate Base and a thicker Asphalt Concrete
section may be used,
8.
Relative compaction of not less than 95% shall be obtained for a minimum
depth of 0,5 feet below the grading plane for the entire width of
pavement (lip of gutter~ to lip of gutter).
9.
Any work which affects any existing City maintained road or traffic
thereon shall be completed within 20 working days from start of work,
10.
All streets shall conform to the Typical Sections shown of Sheet 2.
Scale:
11.
Grades and Stations are to gutter flowlines,
stERLING PO/NT
AVENUE
12.
Portland Cement Concrete shall be Class B unless otherwise indicated
on these plans,
13.
Permanent traffic control signing and other safety devices (not shown
on these plans) shall be installed to tt1e satisfaction of the City ,)f
Bakersfield,
14.
All existing poles. overhead lines and underground utility lines of any
kind which are considered obstructions shall be relocated at the
expense of the Subdivider,
15.
Prior to the start of any earthwork. a grading permit shall be obtained
from the City 0 f B,jKUsfiald.
16.
New streets shall be extended at intersections as directed by the
City in order to provide a tie into existing street pavement
.
1r
Stor~ drainage sump shall not be allowed to accept water until secured
by permanent fencing,
/18.
The corrtractor shall obtain a r.-ermit from the City of Bake.rsfield prior te any ccnstruc.tion Nitb,1i
the Oswell Stree1 right -of-Nay and shall abide by all conditions of s(]id permit.
19,.
Street lighting shall be installed (Jnd a means provided 10 contract for publiC utilities services.
20., Asph(]lt rejl.Jvenatin'J (Jgent shall be applied to new 'Jsph,]lt concrete pGV6ment in occorda[lce!~ ith
the provision for fog seal in Section 37, Biturninou::: Seolsl of lr.e S1ate DepGttrnent of Tronsportion
Standard Specifications, current edi tiool and the Sta te Department of Tr ons~')r j at ion S tOlid!Jrd
Spociol Provisions currently in effect.
21; Prior 10 start of on)' earthwork, Subdivider, if required 1 shatl obtai:1 0 Gradir,g F\;:r ;1
2 2 ,On I 0 c a 1st r e e t 5, C r 0 'vii n h e i 9 h t 5 h (] II b e 6" a b 0 'J e h I q he:, r iJ U t t c r M '1 : [1': U rT1
cross fall between gutters shall be 0.12'
23, fhe letter'S' shall be stamped in the face of CurD direc1y ubo euc' S8"er ,I:) '(T
24, Prior 10 1he stort of ony phase oj construction I th~; City r',true!!r.'!' in., tic:,
shall be given 24hours notice Phone N~ 326..3C19
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:II:"JJ, .J'.~ <~ "'~:~ JiJlJlJtt :.frj
5700 Stockdale f-Ilqhway, Suite 620
Bakersfield. (:allfornla, 93309
(SOS)M 32S-9,t74
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CORNERSTONE ENGIN
EERING
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PIons TrrJct No. 4919,- Ph(]Sf~ I
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GRADING PLANE
l-EGEND
$3
-TYPE B CURB a GUTTER PER C.O.B. PLATE S-I.
- SIDEWALK PER C.O.B. PLATE 5-,3.4'-611 WIDE(EXCEPT AS NOTED)
(j) - 0.20' A.C. FAVING OV~H O.8Q';.ClASS II AGGREGATE BASE.
/-!t,' ~
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@ - 0.501 A.C, PAVING OVER 1.00' NA-fIVE MATERIAL COMPACTED
TO 950/0 RELATIVE DENSITY.
<D -2.0' RETAINING WALL WITH 6.0'MASONRY WALL
C.O.B. - CITY OF BAKERSFIELD STANDARDS
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BOUNDARY
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~EA'/ST/NC;; STREET
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HP
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CONST/?UCTED
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10'
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30'
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SAwcur ,fREMOYE
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If'EPLACE /1//T/I.'.
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os' NATII/E NATE;;;';;;-C~CTED TO
95% REL4T/YE OE/VS/TJ:
95 % REi. DENSITY A/AT/f/E
HATtER/4L.
SIDEWALK FKON BACK
OF CUKB TO WALL O/j
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INTERIOR STREETS
(TYPICAL)
OSWELL STRlrIE-r
SlA. 31 +42.35 to STA.36+28 .52
TYPICAL SEC-rIONS
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-
111=5'
1"=2'
HORIZ.
VERT
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II
II
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BOUNDARY
1>14TCJI EXI677/iG
6ROUIf,04T K/W
OSWELL PARK DRIVE
STA.IO+75.58 to STA.18+84.72
9-
l .z /-81/ ......-----+--- ------ II? 4- .D4;~ J! /8 110. C,
,----------'- _.~ CORNER
STONE ENGfNEERING
AUG ''1''~!
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~SfandO(d Type N-2 (red)
site IS- x IS-
.
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----5
24")(4" wood po,ts{norninal)
2.-1,0. stao4ard weight
~ioll(() nlud Iron pip.
Notes:
1. For wood po/SttJ use s4s
timber Section 51 "Tbtber
structures 1/ ot the Standard
Specifications, Current Edition,
shall apply.
2. For steel post use 2: I.D.
standard \ft. galvanized pipe.
3. Place sign at E ot 8.pproacq
lane or 1 anes.
4,. Si 90S shall be refl ectori zed in
accordance with the City sign.
Spec ifi ca ti ons .
OSIVi3LJ-- S~Er
f--:= ::'It-::-----.-----
1lC?/6I1i~Or- WA'f
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No Scal(~
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STANDARD END -OF - STREET SIGN
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NOTE.:
ORIVEWAYS TO
BE COIYSTRUCTEO
PER CITY PLA TE
5-4-,
OMIT V,eR.T/C/L
Gl~ IN TH/9
CDups;e ;.cr::;/-Z --- --\
,o~/N~ef _ \
411 CCJt"ClRETE
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TYPICAL DRIVEWAY LOCATION
-
N.., ..
-O.50'CROWN ABOYE
( II/GHEST IL
"",'-, ,.','" .,-,",,_, '~,. . 5% ~
~ ~~~<<~
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_.~~.-.[05'. NATIVE M4TERM':... COMPACTED J Om/flAbE SIYAlE
TO 35% RELATI!/E OENSITY
.
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R/W ."
i~,+:~,;:~::;r
: ,t"_, Nr'? 4 &11< CCl/Yr//YU6US
$~ 811 x/G II ,BLOCK..
NALL
/'/<:'.:1 /3AJ<.5 e 82 IIOC.
{:e/I T IY'ITO ,.-"LX) TiNe
N048AR CONTlNOUS
- M -1 '5A~ CC$T/f/Ci.IS
NOTE::
I. GROUT CEL.LS WITH KEfIYFORCEnt=NT
2_ A l3UILDlifG PERHfT FROM THE CITY OF
.I3AKEt.:SFIELD IS REQUIRED Fa!? THE'
CONStRUCT/ON OF T/l15 WALL..
/ ~21-87
,
RETAINING WALL DETAIL_
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TRACT 4919 - PHASE I EXHIBIT ':4"
STREET PLANS- TYPI(,~L SECTIONS
CORNERSTONE
ENGINEERING,
INC.
REVISIONS
DDZIIJWJID .Y:CL.C"
~700 Stockd~l~ H1Qhway
Suite 820
B.kersf1el~ Ca11fornia
(8015) 3215-9474 93309
Consul t 1 nil CJ v 1 l/EngJflf'.r~
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