Preview
Declaration of Brad P. Avrit, PE. — 4 of 4
WILLIAM ENGLISH, CSP, P.E.
ia a ie
Co
tA a el
1 he
ie
i Dei
2a ee
ae a
aah oa
na ay
a pe us ue
Y i
Kalk So is
i
« Vy
]
Sli oe
(eB:
7
i| l
Hil)
i
|Stairs
Architects have known the importance of step geometry for over 300 years, starting with the 1672 publication
of experimental investigations by Francois Blondel of the Royal Academy of Architecture in Paris, His findings
that the human organism required dimensional uniformity of steps and a defined relationship of riser height to
Fi tread depth led to the development of what is known today as the Universal Formula for step geometry. The
formula is
f 2R+T 24 to 25 inches
Hil Where R Riser height
fi! and T = Tread depth
Conclusions based on recent scientific experimentation in laboratories and observations of people using public
stairs have substantiated Blondel’s findings, and contemporary variations on his theme are related more to reduction
in the length of the inch and the increasing size of people over the intervening years than to new experimental
evidence. But designers should pay careful attention to the latest human factors data for both stair geometry and
for relevant visual and psychological factors, rather than settling for mere basic code compliance.
HOW PEOPLE WALK
As a pedestrian approaches stairs, the normal method of negotiation is for one to look down and deliberately
Position the leading foot on the first tread. After the second step is taken, the human “computer” subconsciously
calculates the rise and run of the steps and automatically controls the locomotion of the body according to this
initial computation. We normally ascend or di ;
without much conscious thou; ht. his process depends
upon niformity of step geometi \owever, \ i rat it m ject feet t
ste si vy less lept leadt
-fo1 les low for
| The size of the person as well as the size of his or her feet are also significant. Various modern experiments
have established the importance of having treads wide enough to permit pedestrians to de: ie stai irs without
having ‘to twist their feet to one side ina ‘crabwise” gate. Increasing tread dept as fo more
on stair safety than reducing riser hei; ts i il the
wit! sad at Ic che che
also stated that minimum energy was expended when climbit wit! pitc of about 33 degrees.
He Soon-to-be-published results of a definitive study of stair geometry performed by a major insurance company report-
i, edly found optimum tread depth and riser height dimensions to be slightly different from Templer’s, but if Blondel
were alive today, he would be interested to know that using measurements from the middle of the acceptable range
i!
32
th!
|
chance of injury resulting from forceful contact with hard or sharp objects.
Glass panels in stairways (such as windows, mirrors or lighting fixtures) should be protected against accidental
breakage either by providing a physical barrier or by the use of safety glazing materials or both, Besides the cut
hazard from broken glass, it may also be possible for a fall victim to go through the glass and fall to below.
Glare from sun that shines directly into the stair user's eyes (especially early in the morning or late in the afternoon
when the sun is close to the horizon) can completely dazzle the pedestrian. The elderly have a particular problem
with this, and designers of facilities should take it into account.
In residential occupancies and environments where stairs may not be continuously lighted, light switches should
be located at landings where the stairway is entered so that lighting can be readily turned on.
OTHER PRACTICAL DESIGN REMEDIES
After the designer has done all he can with stair geometry and railings, there will still be some falls on stairs, so
it also helps to consider the overall traffic that might be expected in a facility and configure it so as to reduce
frequency of stair use. The ultimate stair safety measure is to put everything on one floor. The use of elevators
helps, but they contribute to other problems. Just locating rest rooms and public phones on the main level can
reduce the exposure of people to falls on stairs.
John Templer reports that his research shows that padding of landings and walls at landings helps reduce the
severity of injuries to those who do fall. And several studies of stair falls suggest that the switch-back or dog-leg
stairs account for less severe injuries than either straight flights or winders.
ou
cries an rently hazardous. In fact lights of one or two risers
uc om tl ttl on’s Life Safety commit
th tempt
ro tb qu tep wit , in
ons 0 ode,
‘he: eason short shts re so
dangerous is the at the difference in el: n between the two floors is si
‘isual re e resu
rT, at 1 y people s the eg
, mostfi $ occur on th ‘ond step ascendit oO vO
I can be seen that they will be i in the higher hazard zone in either dit irectior trav
es rt in remed is hem o
f x yn
the architeat should inves| le W
i t
Qt
43
EXHIBIT “I”
‘This international standard was developed in accordance with internationally recogntzed principles on standurd an estublished in the Decision n Principles for the
Development of Inter: Honul Standards, Guides and Reconmendat issued hy the World Trade Orga nization Technical Racrl su Trude ( tee,
Designation: F1637 - 19 ‘An Amancan National Standard
wn IMATIONIAL
Standard Practice for
Safe Walking Surfaces’
This stunlard is issued under the fixed de: 1637: the umber yniediely following the d nation ind ye of
original adoption or. in ive of revisi the year of last revision ‘A number in parentheses ind ieates ey sar of st rea pproval. A
supe ipt epsilon (e) lis les an ito I change since the last revision or reapproval.
1, Scope 3.1.1 Bollard.
1.1 This practice cove des ign and construction guidelines
3 1.2 Carpet.
and minimum maintenance criteria for new a id existing 3.1.3 Cro: slope,
3.1.4 Element.
buildings and structures. Thi S. pre! intended to provide
reasonably fe walking surk for pede ans. wearing 3.1.5 Fair.
3.1.6 Footwear,
ordinary footwear, These guidelines may not be adequate for 3.1.7 Poreseeable pede n path,
those with certain mobility impairments.
3.1.8 Planar,
1,2 Conformance with this practice will not alleviate all 3.1.9 Ramp,
hazards: however conform ince will reduce certain pedestrian 1.10 Sidewalk.
risks. 3.1.11 Slip resis nce,
3. The values ited in inch-pound units tobe rewarded 3.1.12 Slip resist ani,
as standard. The values given in parentheses arc authematical 3.1.13 Walkws al
conversions to SI units that are provided for information only 3.1.14 Walkway surface hardware. and
and are not considered standa rd.
. Sign es ince and Use
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It ix the 4.1 This practice addre: es elements along and in walkways
responsibility of the user of this standard 10 establish appro- including floors and walkway surface sidewalk: hort Hight
priate safety. health, and environmental practices and deter- stair . gratings. wheel stops, nd speed bumps. Swimming
mine the applicability of regulatory limitations prior ta use. pools. bath tubs, showers, natural walks, and unimproved paths
1.5 This international standard was developed in acco are beyond the scope of this practice.
dance with internationally recognized principles an standard- 5, Walkway Surfaces
ization established in the Decision on Principles for the
Development of International Standard , Guides and Recom- 5.1 General:
amendation s issued by the World Trade Organization Technical SA aalkways shall be s able, planar, Hush, and even to
Barriers to Trade (TBT) Committee. the extent possible. Where walk: s annot be made flush and
even, they shall conform to the requirement of 5.2 and 5.3.
2. Referenced Documents 5.1.2. Walkway surfaces for pedestrians shall be capable of
2.1 ASTM Standards sal fely sustaining intended loa
F1 646 Terminology Relating to Walkway Safety and Foot- 5.1.3 Walkway. sur fac hall be slip resistant under ex-
wear pected environmental conditions and use. Painted walk ys:
shall contain an abrasive additive, cross cut grooving, texturing
3, Terminology or other appropi ale means to render the wrface slipr stant
3.1 See Terminology P1616 for the following terms used in where wet conditions may be reasonably for cable,
this practic 5.1.4 Interior walkways that are not slip resistant when wet
shall he maintained dry during periods of pedestrian use.
"This practiee is ler tl juris (ion oF ASTM Ca nities F | on Pedestrian’ 5.2. Walkway Change sin Level.
walkway afety and Foowea and i the direct responsibility of Ineo 5.2.1 Adjoining walkway surfa ices shall be made flush nd.
13,50) on Watkwa Surfaces. fai whenever possible and for new construction and ex ing
Current e on upproved Feb. 15. 2019, Publis wd Febr wry 2019. C ily
appre l 199 Last previous edit 1 approved in 2013 ay FL6X7 13, DOL: facilities to the extent practicable.
10.1520/1637-19. 5.2.2 Cl cs in levels up to % in, (6 mm) may be vertical
* For referenced ASTAI stondards visit the ASTM website, wwwarimiorg. oF and without edge treatment. (See Pig. |.)
eomtact STM Custe ler Serv ce al ser e@asty orgs For Anaad Bow ok of ASTM 5. Chang in levels between 1 Vai . (6 and 12 mm)
Stanelards volume information, refer to the standard’sDo nent 1m page vn
the ASTM website dill be beveled with a slope no greater than 1:2 (rise:run).
‘Copyright
© ASTM International, 100 Batt Harbor Diive, PO Box C700, West Conshohocken, PA 19426-2059, United Stalas
'
Licensed to Danitza Rendon. ANSI store order # X 698268 Downloaded 01/05/2021 Single user license only Copying and networking prohibited
ly F1s37 - 19
1/4" difference in levels absence, by the recommendations set forth by the Huminating
Engineering Society of North America (IES) (Appl ‘ation and
—\J
Reference Volumes).
5.5.2 illumination shall be d gned to be glare tree.
FIG. 1 Changes in Levels up to 2 Maximum of ¥ in. (6 mm) 5.5.3 Mlumination shall be designed to avoid ci Cl ing of
obscuring shadows on walkways . including s hadows on stairs
that may be cast by users,
5.5.4 Interior und exterior pedestrian use are including
parking lots, shall be property illuminated during periods when
5.24 Changes in levels fer than Ys in. (12 mm) shall be
pedestrians may be present.
transitioned by sof ramp or slairwi ay thi at comp! ss with
applicable building code regu ons. standards or 5.6 Conditions Above and Alongside Walkways
ordinancs Ss or all of these. 5.6.1 Headroom—A minimum headroom clea ance of 618
in, (2.03 m), me: tired from the walkway surface, hall be
5. Carpet: provided above all parts of the walkway. Where such clearance
5.3.1 Carpet si I be maintained so as not to ereale pedes- is not provided in existing structures. the low clearance
trian ha rd. Carpet shall be firmly secured and scams tightly portions of the walkway shall be safely pa ded. marked with
maintained. Carpet shall not have loose or frayed edges, sa ely contr st_ color coding and posted with appropriate
unsecured seams, warn areas. hol wrinkles or other ha ards warning sign
that may cause trip occurrence. 5.6.2 Protrusions—Objects should not be placed which
5.3.2 Carpet on floor surface! shall be routinely inspected. obstruct or protrude into a walkway in a meaner that er al a
Periodic restreiching may become necessary, Periodic inspee- tripping or contact hi ard, Objeets in or protruding into
tion is particularly important al step nosing edges. walkways that are less than 3 fUhigh shall be made vi ly
5.3.3 Carpet and carpet trim (as measured when com- prominent in a ‘cor ee with Section 11
pressed) shall meet the transition requirements of 5,2 5.6.3. Edges—When walkways are adj nL tO ar s that
5.34 Shag-type carpet shall not be used on stair treads, include rds tsa use, the edges or lim of the walkways
Carpeting should he firmly secured onto the tread and around shall be made conspicuous or be guarded. Where haz ards
the nosing. adjacent to walkways pose a significant ris of harm to
5.4 Mats and Rumers: pedestrians who may inad ertently fall off a walkway edg .
5.4.1) Mats, runners, of other means of ensuring that build- consider elimi ing the ards or providing elective guards
ing entrar sand interior walkway are kept dry shall. be along the walkway edge,
provided, as needed, during inclement weather. Replacement None 1—Examples of adj ‘ent hazards posing a signifieant risk of
of mats or runners may be nece ary when they become harm include areas of high vehicle walfic. machinery areas and elevation
saturated, drops in excess of 12
5.4.2 Building entrances hall he provided with mats or 5.7 Exterior Walkways:
runners, or other means to help remove forcign particles and 1 Exterior walkway shall be maintained so as to pro-
other contaminants from the bottom of pedestria in footwear, vide safe walking conditions,
Mi should be provided to mininy foreign particles, that 5.7.1.1 Exterior walkways shall be slip resistant
may become angerous to ped (rians particularly on hard 5.7.1.2 Exterior walk vay conditions that mi y be considered
smooth Moors, from being t acked on floors substandard and in need of repair include conditions in which
5.4.3, Mats or runners should be provided at other wet or the pavement is broken. depr ed, raised, undermined,
contaminated location particularly at known transi ns from slippery. uneven, or cracked to the extent that pieces may be
dry locations, Mats at building entrances 3 0 may be used 0 readily removed.
contral the spread of precipi tion onto Hoor surfaces reducing 7. Exterior walkways shall be repaired or replaced where
the likelihood of the Moors becoming slippery. there is wn abrupt variation in elevation between surfaces.
5.4.4 Mats shall be of s ullicient design, area, and placement Vertici I displacements in exterior walkways shall be transi-
to control tracking of contaminants into buildings. Safe prac tioned in aecordance with 5.2.
lice require: that_m be inst led and maintained to avoid 7.3. Edges of sidewalk joini shall be rounded.
tracking water off the last mat onto oor surfaces,
5.4.5 Mats. runners, and area ru il he provided with 6. Walking Surface Hardware
sale teansition from adjacent s ta and shall be fixed in
6.1 Walking surface hardware within foreseeable pedestrian
place or provided with slip resistant backing.
54.6 Mats, runners, and area rugs pall be mi intained a paths shall he maintained flush with the surrounding surfaces:
nol to create pedestrian ha ds, Mits runner: and area rugs variances between level shall be transitioned in accordance
shall not have loose or frayed edges. worn areas, holes, with 5.
wrinkles, or other hazards that may cause trip occurrences 6.2. Walking surface hardware within foreseeable pedestrian
5.5 Mhunination: patt s hall be maint ined s ip resistant
5.5.1 Minimum walkwa illumination st all be governed hy 6.3 Walking surface hardware shall be installed and main-
the requirements of loca 1 codes and ordinances or, in their ta ‘ined so a to be le under r sonable foresee le loading.
Licensed to DanitzaRendon ANSI slore order # X.698288 Downloaded 01/05/2021 Single user license only Copying and networking prohibited
fly F1637 - 19
7. Stairs 9.6 Adequate illumination shall be maintained at wheel
TA General stops a s governed by the requirements of local codes and
TAA Stair with “distracting” forward or side views ordinances or. in their absence, by the recommendations set
shall be avoided. A “distracting” view is one which can attract forth by the {lumin ing Engineering Society of North
the sta ir user’ attention, (tor example, advertisement: Store America (IES-Applic ‘ation and Reference Volumes).
displays), thus distracting the stair use ¥.7 Bollards, not less than 316 in, (1.07 m) height, may be
7.1.2. Step nosingsshall be readily diseernibl e. slip re nts placed in the centerof parking stalls as an alternative to wheel
and adequately demarcated. Random. pictorial. floral, or geo- stops. Bollards should be approp ately marked to enhance
metric designs are ‘amp of design clements that can y.
camoutkige a step nosing. 10. Gratings
7.1.3 Doors sh ‘a I not open over stairs.
7.1.4 Structure (reserved), 10.) ratings used in public areas should be located outside
7.2 Short Flight Stairs (Three or Fewer Risers):
of pedestrian walkways.
7.2.1 Short flight stairs shall be avoided where possible, 10.2 Gratings located foresecable pedestrian walkways
7.2.2 In situations where a hort fight air or ingle step shall not have openings wider than % in. (13 mm) in the
tran: jon ts oF amnot be avoided, obvious y nal cues shall direction of predominant travel.
be provided to f cilit © improved step identification, 10.2.1 Exemption—The requirements of 10.2 do not apply
Handrail s, delineated nosing edges. tactile cues. warning signs, in are: is Where footwear worn is controlled (for c: mple,
contrast in surti ce colors, and accent lighting ¢ examples of industrial areas).
some appropriate warning cues. 10.3 Gratings with clongated opening: s shall be placed with
the long dimer ion perpendicular to the ection of predomi-
8. Speed Bumps nant travel.
8.1 Design to avoid the use of speed bumps. 10.4 Gratings shall be maintained ip re
8.2. All speed bumps which are in foreseeable pedestri i . Wa nin;
paths shall comply with 5.2 (walkway change in level),
ing speed bumps. that do not conform to 5 shall
11.1 The use of visual cues. ich as warnings, accent
8.3 Exis lighting, handrails, contrast painting. and other cues to improve
be clearly ma ed with safely color coding to contrast with the safety of walkway transitions are recognized as elective
surroundings. Painted speed bumps shall be slip resistant. contrals in some applications. However, such cues or warnings
Pedestrian CAUTION signs are recommended. do not necessarily negate the need for safe design and
construction,
9. Wheel Stops
9.1 Parking Lots hould be di jgned to avoid the use of ul When relying on applications of color as warning,
wheel stoy
provide colo nd patterns that provide conspicuous markings
for the conditions being delineated. their surroundings and the
9,2. Wheel stops shi 1 not be placed in pedes rian walkways environment in which they will be viewed by users. Bright
or foreseeable pedesir an paths. yellow is a commonly used color for alerting users of the
9.3 Wheel stops shall be in contrast with their surroundings. presence of cer n walkway conditions, When properly ap-
9.4 Wheel stop:
plied and maintained, other color: cana 0 provide effective
hall be no longer than 6 ft (1.83 m) and
shall be placed in the center of parking stalls, The minimum warnings.
width of pedestrian passage between wheel stops hall be 3 1 12, Keywords
(O.91 m). 12.) earper floors: grating ; mals; runners; sidewalks: short
9.5. The top of wheet stops shall not es ceed 6 in, (165 mm) Hight. sta jip resistance; speed bump; s airs: walkwat
in height above the parking lot sur wheel stop
AS1M international takes no position respecting the validity of any patent tights asserted in connection with any item mentioned
in this standard, Users of this standard are expressly advised that delerminalion of the validty of any such palent rights, and the risk
of infringement ofsuch rights, are entirely their own responsibilty.
This standardis subject0 revision at any time by the responsible technical committee and must be reviewed every live years and
Itnot revised, either reapprovedor wilhdrasvn. Your comments are invited either for revision of tis standard or for additional standards
and shouldbe addressed f0 ASTM Intemational Headquarters. Your comments will receive caretu! consideration al a meating of the
responsible technical committee, which you may attend. 1! you Jee! that your comments have nol received a fair hearing yau should
make your views known fo the ASTM Conmiltee on Standards, at the address shown below.
This standard is copyrighted
by ASTM Intemational, 100 Bair Harbor Drive. PO Box C700. West Conshohocken, PA 19428-2959,
United States, Individual reprints (single or mulliple copies) of this standard may be obtained by contacting ASTM at the above
address of at 610-892-9585 (phone). 610-832-9555 (ax), or sevvce@astmory (email; or though the ASTM website
(invastmorg). Permission tights fo photocopy the standard may also be secured from the Copytigh Clearance Center, 222
Rosewood Drive. Danvers, MA 01923. Tel: (978) 646-2600; hifp:/ivewcopyrightcom!
Licensed to Danitza Rendon. ANSI store order # X 698288 Downloaded 0705/2021 Single user license only Copyng and networking protibitedt
EXHIBIT “J”
ol
ii
=
om
Zu
lis SILOY a0
tor FOr ee Oe er
=E
is §®@ gle
ska
VR Ss © oF se nz
@$ opi ez
oOo
sor sor no
we e1BL ly @ is =
& ©
Rio
yl Sey © ®
eee _/
soiseBirns®
® De we
Q
3
£259) 59
©
on
te @ Fe R@ 3 @ QB
“ ® gyReset oe)
oor
4 gas Lonse ye @
tO Re
®
oR oat
r® k@ ©
BHO?
eo
Q- © ie
oO aReE
OW Wwsss 6509 wee sor s ts
o2| or or se
e3ae
Ss
x i 2s
rw 25
0 p rowing
iad
a
oe SZ
at
#
=
e
6 oO
6 Y
35
A
Ss) oa
a
5
wwes nl
a
KN&
R
& u)
~
©
tA
qq 2
om 2
wn yy
#
oD 2 a
ie z
Q
6
5
Ml
oD
&
Edmonton St ) uojuowp
Po7]
2
a i
©0
11/9/23, 10:05 PM Kern County Assessor-Recorder Property Details
Note: You are not currently in a decline in value status.
General Property Information
ATN 441-160-27-00-1 [Status [Active
Parcel Num. 441-160-27-2 View Assessor's Parcel Map View GIS Map
Site Addr. 4634 SUMMER SIDE AV BAKERSFIELD
Legal TRACT 3562 UNA 27
Acres 0.00
Use Code 0101 - SGL FAM RES ON R1 ZONED LAND
Prior APN(s) -
Supervisorial District | 3 - Mike Maggard
Recorded Documents
Document Number Document Type Date Recorded
219049659 Deed 05/01/2019
213126264 Deed 08/28/2013}
213126263 Deed 08/28/2013}
205232946 Deed 08/26/2005}
Permits
This section shows the four (4) most recent appraisable permits on the property. To find out about
additional permits, contact the permitting agency.
Permit No. BA19006262 Status Inactive
Date Issued 6/26/2019 Date Completed 8/5/2019
Permit Type SOLAR
Property Characteristics
Unit 1
Year Built 1973
Sq. Ft. 2898
Bed / Bath 5/2.75
Current tax roll values that are used to calculate the bills due in December 2023 and
April 2024
Land Value $53,609}
Mineral Value $0
Improvement Value $257,327
Other Improvements $0
Personal Property Value $0
Total $310,936
Less Exemption Value $0)
Net Total Taxable Value $310,936)
Tax Rate Area 001-025 - PANAMA - BUENA VISTA|
Tax Bill Information
https:/www.kerncounty.com/government/departments/assessor-recorder/property/assessor-property-search 43
11/9/23, 10:05 PM Kern County Assessor-Recorder Property Details
Questions regarding tax bills should be directed
to the Tax Collector at (661) 868-3490.
ill Detail j_Treasurer-Tax Collector's website
Lien Date Bill 23-1323441-00-9 l Billed
Net Billed Value’ Tax Rate Area Proration Period
$310,936 001-025 1 Year}
General Amount Special Amount Special Assessments General Rate} Special Rate
$3,795.53 $0.00 $682.90 1.220680) 0.000000)
Due Date Amount Date Paid| Penalty’ Total Paid
1st Installment} 12/11/2023} $2,239.22} $223.92 $0.00
2nd Installment, 4/10/2024} $2,239.21 $233.92 $0.00
Total $4,478.43) $0.00}
INFORMATION FOR PROPERTY OWNER
Overview
Pursuant to California Revenue & Taxation Code § 619 and§ 621, this notice informs you of THE
TAXABLE VALUE of your property. It also serves to inform you of your opportunity to request
reconsideration of our findings or to file an assessment appeal. If you believe that your property is
worth less than the indicated amount, you may discuss the matter with the Assessor's staff by
calling (661)-868-3485. Decline-in-value review requests are taken between July 2 and November 30.
For details, visit the Review (Proposition
8) page
If you and the County Assessor cannot agree on the assessed value, you may appeal the
assessment to the Assessment Appeals Board. Applications are accepted between July 2 and
November 30, and are processed by the Clerk of the Assessment Appeal Board, located at the
County Administration Center, 5th floor, 1115 Truxtun Avenue, Bakersfield, California 93301. For more
information, visit the Assessment Appeals page
Revenue and Taxation Code § 1607 provides that the taxpayer need not attend the scheduled
equalization hearing and testify to the property's value. If an agreement can be reached with the
Assessor, the applicant or applicant's agent may sign a written stipulation setting forth the facts upon
which a reduction in value is premised. The Board can either accept the stipulation or reject it and set
a new hearing date.
How and when property is assessed
Article XIIIA of the California Constitution provides that property shall be taxed in proportion to its
value. In part:
° Property is appraised at its 1975-76 market value unless it has been sold, newly constructed, or
had a change in ownership after March 1, 1975.
Property transferred after March 1, 1975 will have a new base year market value established as
of the date of the change in ownership.
New construction will be assessed at market value and added to the base year value as of its
date of completion.
The base year value is subject to an annual rate of inflation not to exceed 2 percent increase
per year.
The taxable value of real property on the local roll shall be the lesser of: (a) factored base year
value, (b) current market value, or (c) the value of the property if it was damaged or destroyed
by calamity pursuant to Revenue and Taxation Code § 170
https://www.kerncounly.com/government/departments/assessor-recorder/property/assessor-property-search 213
11/9/23, 10:05 PM Kern County Assessor-Recorder Property Details
A copy of the local assessment roll is available for public inspection during regular office hours (8-5)
Monday through Friday in the Assessor's Office at 1115 Truxtun Ave, 2nd floor.
hitps://www.kerncounty.com/government/departments/assessor-recorder/propertylassessor-property-search 3/3
EXHIBIT “Kk”
‘
®
ORDINANCE NO. 1993 NEW SERIES
AN ORDINANCE OF THE COUNCIL OF THE CITY OF
BAKERSFIELD AMENDING TITLE 13, INCLUDING CHAPTERS 13.01,
13.04, 13.16, 13.30, 13.40, 13.60, 13.64 AND
13.66 AND REPEALING CHAPTERS 13.80 AND 13.90
OF SAID TITLE OF THE MUNICIPAL CODE, CONCERNING
BUILDING AND CONSTRUCTION REGULATIONS AND STANDARDS;
ADOPTING BY REFERENCE THE UNIFORM BUILDING CODE,
(1970 EDITION, VOLUMES I, II, III, Iv, AND V
AND THE UNIFORM PLUMBING cob# (1970 EDITION).
BE IT ORDAINED by the Council of the City of Bakersfield
as follows:
SECTION 1.
That Chapter 13.01 and the Table of Chapters of Title 13
of the Municipal Code of the City of Bakersfield are hereby amended
to read as follows:
Title 13
BUILDINGS AND CONSTRUCTION
Chapters:
13 01 Findings.
13 04 General Provisions Relating to This Title
13 08 Fire Zones,
13 12 Numbering of Buildings.
13 16 Uniform Building Code.
13, 28 Standards for Moved Buildings,
13 30 Uniform Mechanical Code.
13 40 Uniform Sign Code.
13 52 Enclosing Swimming Pools.
13 56 Uniform Electrical Code.
Preview
Declaration of Brad P. Avrit, PE. — 4 of 4 WILLIAM ENGLISH, CSP, P.E. ia a ie Co tA a el 1 he ie i Dei 2a ee ae a aah oa na ay a pe us ue Y i Kalk So is i « Vy ] Sli oe (eB: 7 i| l Hil) i |Stairs Architects have known the importance of step geometry for over 300 years, starting with the 1672 publication of experimental investigations by Francois Blondel of the Royal Academy of Architecture in Paris, His findings that the human organism required dimensional uniformity of steps and a defined relationship of riser height to Fi tread depth led to the development of what is known today as the Universal Formula for step geometry. The formula is f 2R+T 24 to 25 inches Hil Where R Riser height fi! and T = Tread depth Conclusions based on recent scientific experimentation in laboratories and observations of people using public stairs have substantiated Blondel’s findings, and contemporary variations on his theme are related more to reduction in the length of the inch and the increasing size of people over the intervening years than to new experimental evidence. But designers should pay careful attention to the latest human factors data for both stair geometry and for relevant visual and psychological factors, rather than settling for mere basic code compliance. HOW PEOPLE WALK As a pedestrian approaches stairs, the normal method of negotiation is for one to look down and deliberately Position the leading foot on the first tread. After the second step is taken, the human “computer” subconsciously calculates the rise and run of the steps and automatically controls the locomotion of the body according to this initial computation. We normally ascend or di ; without much conscious thou; ht. his process depends upon niformity of step geometi \owever, \ i rat it m ject feet t ste si vy less lept leadt -fo1 les low for | The size of the person as well as the size of his or her feet are also significant. Various modern experiments have established the importance of having treads wide enough to permit pedestrians to de: ie stai irs without having ‘to twist their feet to one side ina ‘crabwise” gate. Increasing tread dept as fo more on stair safety than reducing riser hei; ts i il the wit! sad at Ic che che also stated that minimum energy was expended when climbit wit! pitc of about 33 degrees. He Soon-to-be-published results of a definitive study of stair geometry performed by a major insurance company report- i, edly found optimum tread depth and riser height dimensions to be slightly different from Templer’s, but if Blondel were alive today, he would be interested to know that using measurements from the middle of the acceptable range i! 32 th! | chance of injury resulting from forceful contact with hard or sharp objects. Glass panels in stairways (such as windows, mirrors or lighting fixtures) should be protected against accidental breakage either by providing a physical barrier or by the use of safety glazing materials or both, Besides the cut hazard from broken glass, it may also be possible for a fall victim to go through the glass and fall to below. Glare from sun that shines directly into the stair user's eyes (especially early in the morning or late in the afternoon when the sun is close to the horizon) can completely dazzle the pedestrian. The elderly have a particular problem with this, and designers of facilities should take it into account. In residential occupancies and environments where stairs may not be continuously lighted, light switches should be located at landings where the stairway is entered so that lighting can be readily turned on. OTHER PRACTICAL DESIGN REMEDIES After the designer has done all he can with stair geometry and railings, there will still be some falls on stairs, so it also helps to consider the overall traffic that might be expected in a facility and configure it so as to reduce frequency of stair use. The ultimate stair safety measure is to put everything on one floor. The use of elevators helps, but they contribute to other problems. Just locating rest rooms and public phones on the main level can reduce the exposure of people to falls on stairs. John Templer reports that his research shows that padding of landings and walls at landings helps reduce the severity of injuries to those who do fall. And several studies of stair falls suggest that the switch-back or dog-leg stairs account for less severe injuries than either straight flights or winders. ou cries an rently hazardous. In fact lights of one or two risers uc om tl ttl on’s Life Safety commit th tempt ro tb qu tep wit , in ons 0 ode, ‘he: eason short shts re so dangerous is the at the difference in el: n between the two floors is si ‘isual re e resu rT, at 1 y people s the eg , mostfi $ occur on th ‘ond step ascendit oO vO I can be seen that they will be i in the higher hazard zone in either dit irectior trav es rt in remed is hem o f x yn the architeat should inves| le W i t Qt 43 EXHIBIT “I” ‘This international standard was developed in accordance with internationally recogntzed principles on standurd an estublished in the Decision n Principles for the Development of Inter: Honul Standards, Guides and Reconmendat issued hy the World Trade Orga nization Technical Racrl su Trude ( tee, Designation: F1637 - 19 ‘An Amancan National Standard wn IMATIONIAL Standard Practice for Safe Walking Surfaces’ This stunlard is issued under the fixed de: 1637: the umber yniediely following the d nation ind ye of original adoption or. in ive of revisi the year of last revision ‘A number in parentheses ind ieates ey sar of st rea pproval. A supe ipt epsilon (e) lis les an ito I change since the last revision or reapproval. 1, Scope 3.1.1 Bollard. 1.1 This practice cove des ign and construction guidelines 3 1.2 Carpet. and minimum maintenance criteria for new a id existing 3.1.3 Cro: slope, 3.1.4 Element. buildings and structures. Thi S. pre! intended to provide reasonably fe walking surk for pede ans. wearing 3.1.5 Fair. 3.1.6 Footwear, ordinary footwear, These guidelines may not be adequate for 3.1.7 Poreseeable pede n path, those with certain mobility impairments. 3.1.8 Planar, 1,2 Conformance with this practice will not alleviate all 3.1.9 Ramp, hazards: however conform ince will reduce certain pedestrian 1.10 Sidewalk. risks. 3.1.11 Slip resis nce, 3. The values ited in inch-pound units tobe rewarded 3.1.12 Slip resist ani, as standard. The values given in parentheses arc authematical 3.1.13 Walkws al conversions to SI units that are provided for information only 3.1.14 Walkway surface hardware. and and are not considered standa rd. . Sign es ince and Use 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It ix the 4.1 This practice addre: es elements along and in walkways responsibility of the user of this standard 10 establish appro- including floors and walkway surface sidewalk: hort Hight priate safety. health, and environmental practices and deter- stair . gratings. wheel stops, nd speed bumps. Swimming mine the applicability of regulatory limitations prior ta use. pools. bath tubs, showers, natural walks, and unimproved paths 1.5 This international standard was developed in acco are beyond the scope of this practice. dance with internationally recognized principles an standard- 5, Walkway Surfaces ization established in the Decision on Principles for the Development of International Standard , Guides and Recom- 5.1 General: amendation s issued by the World Trade Organization Technical SA aalkways shall be s able, planar, Hush, and even to Barriers to Trade (TBT) Committee. the extent possible. Where walk: s annot be made flush and even, they shall conform to the requirement of 5.2 and 5.3. 2. Referenced Documents 5.1.2. Walkway surfaces for pedestrians shall be capable of 2.1 ASTM Standards sal fely sustaining intended loa F1 646 Terminology Relating to Walkway Safety and Foot- 5.1.3 Walkway. sur fac hall be slip resistant under ex- wear pected environmental conditions and use. Painted walk ys: shall contain an abrasive additive, cross cut grooving, texturing 3, Terminology or other appropi ale means to render the wrface slipr stant 3.1 See Terminology P1616 for the following terms used in where wet conditions may be reasonably for cable, this practic 5.1.4 Interior walkways that are not slip resistant when wet shall he maintained dry during periods of pedestrian use. "This practiee is ler tl juris (ion oF ASTM Ca nities F | on Pedestrian’ 5.2. Walkway Change sin Level. walkway afety and Foowea and i the direct responsibility of Ineo 5.2.1 Adjoining walkway surfa ices shall be made flush nd. 13,50) on Watkwa Surfaces. fai whenever possible and for new construction and ex ing Current e on upproved Feb. 15. 2019, Publis wd Febr wry 2019. C ily appre l 199 Last previous edit 1 approved in 2013 ay FL6X7 13, DOL: facilities to the extent practicable. 10.1520/1637-19. 5.2.2 Cl cs in levels up to % in, (6 mm) may be vertical * For referenced ASTAI stondards visit the ASTM website, wwwarimiorg. oF and without edge treatment. (See Pig. |.) eomtact STM Custe ler Serv ce al ser e@asty orgs For Anaad Bow ok of ASTM 5. Chang in levels between 1 Vai . (6 and 12 mm) Stanelards volume information, refer to the standard’sDo nent 1m page vn the ASTM website dill be beveled with a slope no greater than 1:2 (rise:run). ‘Copyright © ASTM International, 100 Batt Harbor Diive, PO Box C700, West Conshohocken, PA 19426-2059, United Stalas ' Licensed to Danitza Rendon. ANSI store order # X 698268 Downloaded 01/05/2021 Single user license only Copying and networking prohibited ly F1s37 - 19 1/4" difference in levels absence, by the recommendations set forth by the Huminating Engineering Society of North America (IES) (Appl ‘ation and —\J Reference Volumes). 5.5.2 illumination shall be d gned to be glare tree. FIG. 1 Changes in Levels up to 2 Maximum of ¥ in. (6 mm) 5.5.3 Mlumination shall be designed to avoid ci Cl ing of obscuring shadows on walkways . including s hadows on stairs that may be cast by users, 5.5.4 Interior und exterior pedestrian use are including parking lots, shall be property illuminated during periods when 5.24 Changes in levels fer than Ys in. (12 mm) shall be pedestrians may be present. transitioned by sof ramp or slairwi ay thi at comp! ss with applicable building code regu ons. standards or 5.6 Conditions Above and Alongside Walkways ordinancs Ss or all of these. 5.6.1 Headroom—A minimum headroom clea ance of 618 in, (2.03 m), me: tired from the walkway surface, hall be 5. Carpet: provided above all parts of the walkway. Where such clearance 5.3.1 Carpet si I be maintained so as not to ereale pedes- is not provided in existing structures. the low clearance trian ha rd. Carpet shall be firmly secured and scams tightly portions of the walkway shall be safely pa ded. marked with maintained. Carpet shall not have loose or frayed edges, sa ely contr st_ color coding and posted with appropriate unsecured seams, warn areas. hol wrinkles or other ha ards warning sign that may cause trip occurrence. 5.6.2 Protrusions—Objects should not be placed which 5.3.2 Carpet on floor surface! shall be routinely inspected. obstruct or protrude into a walkway in a meaner that er al a Periodic restreiching may become necessary, Periodic inspee- tripping or contact hi ard, Objeets in or protruding into tion is particularly important al step nosing edges. walkways that are less than 3 fUhigh shall be made vi ly 5.3.3 Carpet and carpet trim (as measured when com- prominent in a ‘cor ee with Section 11 pressed) shall meet the transition requirements of 5,2 5.6.3. Edges—When walkways are adj nL tO ar s that 5.34 Shag-type carpet shall not be used on stair treads, include rds tsa use, the edges or lim of the walkways Carpeting should he firmly secured onto the tread and around shall be made conspicuous or be guarded. Where haz ards the nosing. adjacent to walkways pose a significant ris of harm to 5.4 Mats and Rumers: pedestrians who may inad ertently fall off a walkway edg . 5.4.1) Mats, runners, of other means of ensuring that build- consider elimi ing the ards or providing elective guards ing entrar sand interior walkway are kept dry shall. be along the walkway edge, provided, as needed, during inclement weather. Replacement None 1—Examples of adj ‘ent hazards posing a signifieant risk of of mats or runners may be nece ary when they become harm include areas of high vehicle walfic. machinery areas and elevation saturated, drops in excess of 12 5.4.2 Building entrances hall he provided with mats or 5.7 Exterior Walkways: runners, or other means to help remove forcign particles and 1 Exterior walkway shall be maintained so as to pro- other contaminants from the bottom of pedestria in footwear, vide safe walking conditions, Mi should be provided to mininy foreign particles, that 5.7.1.1 Exterior walkways shall be slip resistant may become angerous to ped (rians particularly on hard 5.7.1.2 Exterior walk vay conditions that mi y be considered smooth Moors, from being t acked on floors substandard and in need of repair include conditions in which 5.4.3, Mats or runners should be provided at other wet or the pavement is broken. depr ed, raised, undermined, contaminated location particularly at known transi ns from slippery. uneven, or cracked to the extent that pieces may be dry locations, Mats at building entrances 3 0 may be used 0 readily removed. contral the spread of precipi tion onto Hoor surfaces reducing 7. Exterior walkways shall be repaired or replaced where the likelihood of the Moors becoming slippery. there is wn abrupt variation in elevation between surfaces. 5.4.4 Mats shall be of s ullicient design, area, and placement Vertici I displacements in exterior walkways shall be transi- to control tracking of contaminants into buildings. Safe prac tioned in aecordance with 5.2. lice require: that_m be inst led and maintained to avoid 7.3. Edges of sidewalk joini shall be rounded. tracking water off the last mat onto oor surfaces, 5.4.5 Mats. runners, and area ru il he provided with 6. Walking Surface Hardware sale teansition from adjacent s ta and shall be fixed in 6.1 Walking surface hardware within foreseeable pedestrian place or provided with slip resistant backing. 54.6 Mats, runners, and area rugs pall be mi intained a paths shall he maintained flush with the surrounding surfaces: nol to create pedestrian ha ds, Mits runner: and area rugs variances between level shall be transitioned in accordance shall not have loose or frayed edges. worn areas, holes, with 5. wrinkles, or other hazards that may cause trip occurrences 6.2. Walking surface hardware within foreseeable pedestrian 5.5 Mhunination: patt s hall be maint ined s ip resistant 5.5.1 Minimum walkwa illumination st all be governed hy 6.3 Walking surface hardware shall be installed and main- the requirements of loca 1 codes and ordinances or, in their ta ‘ined so a to be le under r sonable foresee le loading. Licensed to DanitzaRendon ANSI slore order # X.698288 Downloaded 01/05/2021 Single user license only Copying and networking prohibited fly F1637 - 19 7. Stairs 9.6 Adequate illumination shall be maintained at wheel TA General stops a s governed by the requirements of local codes and TAA Stair with “distracting” forward or side views ordinances or. in their absence, by the recommendations set shall be avoided. A “distracting” view is one which can attract forth by the {lumin ing Engineering Society of North the sta ir user’ attention, (tor example, advertisement: Store America (IES-Applic ‘ation and Reference Volumes). displays), thus distracting the stair use ¥.7 Bollards, not less than 316 in, (1.07 m) height, may be 7.1.2. Step nosingsshall be readily diseernibl e. slip re nts placed in the centerof parking stalls as an alternative to wheel and adequately demarcated. Random. pictorial. floral, or geo- stops. Bollards should be approp ately marked to enhance metric designs are ‘amp of design clements that can y. camoutkige a step nosing. 10. Gratings 7.1.3 Doors sh ‘a I not open over stairs. 7.1.4 Structure (reserved), 10.) ratings used in public areas should be located outside 7.2 Short Flight Stairs (Three or Fewer Risers): of pedestrian walkways. 7.2.1 Short flight stairs shall be avoided where possible, 10.2 Gratings located foresecable pedestrian walkways 7.2.2 In situations where a hort fight air or ingle step shall not have openings wider than % in. (13 mm) in the tran: jon ts oF amnot be avoided, obvious y nal cues shall direction of predominant travel. be provided to f cilit © improved step identification, 10.2.1 Exemption—The requirements of 10.2 do not apply Handrail s, delineated nosing edges. tactile cues. warning signs, in are: is Where footwear worn is controlled (for c: mple, contrast in surti ce colors, and accent lighting ¢ examples of industrial areas). some appropriate warning cues. 10.3 Gratings with clongated opening: s shall be placed with the long dimer ion perpendicular to the ection of predomi- 8. Speed Bumps nant travel. 8.1 Design to avoid the use of speed bumps. 10.4 Gratings shall be maintained ip re 8.2. All speed bumps which are in foreseeable pedestri i . Wa nin; paths shall comply with 5.2 (walkway change in level), ing speed bumps. that do not conform to 5 shall 11.1 The use of visual cues. ich as warnings, accent 8.3 Exis lighting, handrails, contrast painting. and other cues to improve be clearly ma ed with safely color coding to contrast with the safety of walkway transitions are recognized as elective surroundings. Painted speed bumps shall be slip resistant. contrals in some applications. However, such cues or warnings Pedestrian CAUTION signs are recommended. do not necessarily negate the need for safe design and construction, 9. Wheel Stops 9.1 Parking Lots hould be di jgned to avoid the use of ul When relying on applications of color as warning, wheel stoy provide colo nd patterns that provide conspicuous markings for the conditions being delineated. their surroundings and the 9,2. Wheel stops shi 1 not be placed in pedes rian walkways environment in which they will be viewed by users. Bright or foreseeable pedesir an paths. yellow is a commonly used color for alerting users of the 9.3 Wheel stops shall be in contrast with their surroundings. presence of cer n walkway conditions, When properly ap- 9.4 Wheel stop: plied and maintained, other color: cana 0 provide effective hall be no longer than 6 ft (1.83 m) and shall be placed in the center of parking stalls, The minimum warnings. width of pedestrian passage between wheel stops hall be 3 1 12, Keywords (O.91 m). 12.) earper floors: grating ; mals; runners; sidewalks: short 9.5. The top of wheet stops shall not es ceed 6 in, (165 mm) Hight. sta jip resistance; speed bump; s airs: walkwat in height above the parking lot sur wheel stop AS1M international takes no position respecting the validity of any patent tights asserted in connection with any item mentioned in this standard, Users of this standard are expressly advised that delerminalion of the validty of any such palent rights, and the risk of infringement ofsuch rights, are entirely their own responsibilty. This standardis subject0 revision at any time by the responsible technical committee and must be reviewed every live years and Itnot revised, either reapprovedor wilhdrasvn. Your comments are invited either for revision of tis standard or for additional standards and shouldbe addressed f0 ASTM Intemational Headquarters. Your comments will receive caretu! consideration al a meating of the responsible technical committee, which you may attend. 1! you Jee! that your comments have nol received a fair hearing yau should make your views known fo the ASTM Conmiltee on Standards, at the address shown below. This standard is copyrighted by ASTM Intemational, 100 Bair Harbor Drive. PO Box C700. West Conshohocken, PA 19428-2959, United States, Individual reprints (single or mulliple copies) of this standard may be obtained by contacting ASTM at the above address of at 610-892-9585 (phone). 610-832-9555 (ax), or sevvce@astmory (email; or though the ASTM website (invastmorg). Permission tights fo photocopy the standard may also be secured from the Copytigh Clearance Center, 222 Rosewood Drive. Danvers, MA 01923. Tel: (978) 646-2600; hifp:/ivewcopyrightcom! Licensed to Danitza Rendon. ANSI store order # X 698288 Downloaded 0705/2021 Single user license only Copyng and networking protibitedt EXHIBIT “J” ol ii = om Zu lis SILOY a0 tor FOr ee Oe er =E is §®@ gle ska VR Ss © oF se nz @$ opi ez oOo sor sor no we e1BL ly @ is = & © Rio yl Sey © ® eee _/ soiseBirns® ® De we Q 3 £259) 59 © on te @ Fe R@ 3 @ QB “ ® gyReset oe) oor 4 gas Lonse ye @ tO Re ® oR oat r® k@ © BHO? eo Q- © ie oO aReE OW Wwsss 6509 wee sor s ts o2| or or se e3ae Ss x i 2s rw 25 0 p rowing iad a oe SZ at # = e 6 oO 6 Y 35 A Ss) oa a 5 wwes nl a KN& R & u) ~ © tA qq 2 om 2 wn yy # oD 2 a ie z Q 6 5 Ml oD & Edmonton St ) uojuowp Po7] 2 a i ©0 11/9/23, 10:05 PM Kern County Assessor-Recorder Property Details Note: You are not currently in a decline in value status. General Property Information ATN 441-160-27-00-1 [Status [Active Parcel Num. 441-160-27-2 View Assessor's Parcel Map View GIS Map Site Addr. 4634 SUMMER SIDE AV BAKERSFIELD Legal TRACT 3562 UNA 27 Acres 0.00 Use Code 0101 - SGL FAM RES ON R1 ZONED LAND Prior APN(s) - Supervisorial District | 3 - Mike Maggard Recorded Documents Document Number Document Type Date Recorded 219049659 Deed 05/01/2019 213126264 Deed 08/28/2013} 213126263 Deed 08/28/2013} 205232946 Deed 08/26/2005} Permits This section shows the four (4) most recent appraisable permits on the property. To find out about additional permits, contact the permitting agency. Permit No. BA19006262 Status Inactive Date Issued 6/26/2019 Date Completed 8/5/2019 Permit Type SOLAR Property Characteristics Unit 1 Year Built 1973 Sq. Ft. 2898 Bed / Bath 5/2.75 Current tax roll values that are used to calculate the bills due in December 2023 and April 2024 Land Value $53,609} Mineral Value $0 Improvement Value $257,327 Other Improvements $0 Personal Property Value $0 Total $310,936 Less Exemption Value $0) Net Total Taxable Value $310,936) Tax Rate Area 001-025 - PANAMA - BUENA VISTA| Tax Bill Information https:/www.kerncounty.com/government/departments/assessor-recorder/property/assessor-property-search 43 11/9/23, 10:05 PM Kern County Assessor-Recorder Property Details Questions regarding tax bills should be directed to the Tax Collector at (661) 868-3490. ill Detail j_Treasurer-Tax Collector's website Lien Date Bill 23-1323441-00-9 l Billed Net Billed Value’ Tax Rate Area Proration Period $310,936 001-025 1 Year} General Amount Special Amount Special Assessments General Rate} Special Rate $3,795.53 $0.00 $682.90 1.220680) 0.000000) Due Date Amount Date Paid| Penalty’ Total Paid 1st Installment} 12/11/2023} $2,239.22} $223.92 $0.00 2nd Installment, 4/10/2024} $2,239.21 $233.92 $0.00 Total $4,478.43) $0.00} INFORMATION FOR PROPERTY OWNER Overview Pursuant to California Revenue & Taxation Code § 619 and§ 621, this notice informs you of THE TAXABLE VALUE of your property. It also serves to inform you of your opportunity to request reconsideration of our findings or to file an assessment appeal. If you believe that your property is worth less than the indicated amount, you may discuss the matter with the Assessor's staff by calling (661)-868-3485. Decline-in-value review requests are taken between July 2 and November 30. For details, visit the Review (Proposition 8) page If you and the County Assessor cannot agree on the assessed value, you may appeal the assessment to the Assessment Appeals Board. Applications are accepted between July 2 and November 30, and are processed by the Clerk of the Assessment Appeal Board, located at the County Administration Center, 5th floor, 1115 Truxtun Avenue, Bakersfield, California 93301. For more information, visit the Assessment Appeals page Revenue and Taxation Code § 1607 provides that the taxpayer need not attend the scheduled equalization hearing and testify to the property's value. If an agreement can be reached with the Assessor, the applicant or applicant's agent may sign a written stipulation setting forth the facts upon which a reduction in value is premised. The Board can either accept the stipulation or reject it and set a new hearing date. How and when property is assessed Article XIIIA of the California Constitution provides that property shall be taxed in proportion to its value. In part: ° Property is appraised at its 1975-76 market value unless it has been sold, newly constructed, or had a change in ownership after March 1, 1975. Property transferred after March 1, 1975 will have a new base year market value established as of the date of the change in ownership. New construction will be assessed at market value and added to the base year value as of its date of completion. The base year value is subject to an annual rate of inflation not to exceed 2 percent increase per year. The taxable value of real property on the local roll shall be the lesser of: (a) factored base year value, (b) current market value, or (c) the value of the property if it was damaged or destroyed by calamity pursuant to Revenue and Taxation Code § 170 https://www.kerncounly.com/government/departments/assessor-recorder/property/assessor-property-search 213 11/9/23, 10:05 PM Kern County Assessor-Recorder Property Details A copy of the local assessment roll is available for public inspection during regular office hours (8-5) Monday through Friday in the Assessor's Office at 1115 Truxtun Ave, 2nd floor. hitps://www.kerncounty.com/government/departments/assessor-recorder/propertylassessor-property-search 3/3 EXHIBIT “Kk” ‘ ® ORDINANCE NO. 1993 NEW SERIES AN ORDINANCE OF THE COUNCIL OF THE CITY OF BAKERSFIELD AMENDING TITLE 13, INCLUDING CHAPTERS 13.01, 13.04, 13.16, 13.30, 13.40, 13.60, 13.64 AND 13.66 AND REPEALING CHAPTERS 13.80 AND 13.90 OF SAID TITLE OF THE MUNICIPAL CODE, CONCERNING BUILDING AND CONSTRUCTION REGULATIONS AND STANDARDS; ADOPTING BY REFERENCE THE UNIFORM BUILDING CODE, (1970 EDITION, VOLUMES I, II, III, Iv, AND V AND THE UNIFORM PLUMBING cob# (1970 EDITION). BE IT ORDAINED by the Council of the City of Bakersfield as follows: SECTION 1. That Chapter 13.01 and the Table of Chapters of Title 13 of the Municipal Code of the City of Bakersfield are hereby amended to read as follows: Title 13 BUILDINGS AND CONSTRUCTION Chapters: 13 01 Findings. 13 04 General Provisions Relating to This Title 13 08 Fire Zones, 13 12 Numbering of Buildings. 13 16 Uniform Building Code. 13, 28 Standards for Moved Buildings, 13 30 Uniform Mechanical Code. 13 40 Uniform Sign Code. 13 52 Enclosing Swimming Pools. 13 56 Uniform Electrical Code.