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City of Arcadia, CAlal PermfrNo Wall` 19 0506
Development Services Department 4 `�J'' ,:. 4 r�j- ---
i r �,�'- ' f PermitTyp, Wall
240 West Huntington Drive,Post Office Box 60021Ii ' -
Arcadia,CA 91066-6021 F !i sk+-p Work Clossnccobon WallGardenWall
(626)574-5416 _-. -
PermrtStatus Issued,,
ARCADIA Issue Date:03/13/2019I Expiration: 09/09/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1017 Catalpa RD Arcadia,CA 5776018003
Contacts
DAO P TANG&ELLEN TSUN Owner
1017 CATALPA RD
(626)400-3607
Description:BLOCK WALL AT REAR OF PROPERTY 6'H X 100' LF Valuation: $ 5,904.00 Tenant
PER APPROVED HOA PLANS
Total Sq Feet: 0.00 Plan Check 0 Plan U
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $223.71
Building Permit Fees $170.45 Cash/Receipt N REC-00671-19 $223.71
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $223.71
MA
72g'9 rerthei iitfy 41 me,,8
0- rq /s7CALLS FINSPECTIONS
g— -/? zn �y 4�111JJJ"` V l k /fry/ Request for inspection by telephone at 626-574-5450. Leave a message
�; % requesting the address,timeframe and what inspection item is needed.
94( /aZ--
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of ,
Arcadia building inspector for a period of 180 consecutive days.
driIMarch 13,2019
Issued By: Date
arch 13,2019 Page 1 of 1
of AR
• , j1 PERMIT/PLAN REVIEW APPLICATION " •
e. E4 l'' • Development Services Department,240 West Huntington Drive,Post Office Box 60021
%%oh,„tv, Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued. .
Signature of Contractor
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of he Labor Code,for the performance of he work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number
for such permit to file a signed statement that he or she is licensed pursuant to the (This section need not be completed if the permit is for one hundred dollars or less)
provisions of the Contractors License Law(Chapter 9(commencing with Section
7000)of Division 3 of the Business and Professions Code)or that he or she is I uI certify that in the performance of the work for which this permit is issued,I shall
exempt there from and the basis for the alleged exemption.Any violation of 11S
Section 7031.5 by any applicant for a permit subjects the applicant to a civil knot employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
-d I, as owner of the property, or my employees with wages as their sole forthwith comply with hose provisions.
compensation,will do the work,and the structure is not intended or offered for
sale(Section 7044,Business and Professions Code:The Contractors License ea3/13/ter q Signature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers' Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal'penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000)l in addition to the cost,of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section+370 of th'e Labor Code, interest, and
attorney's fees. .
0 I, s owner of the property, am exclusively contracting with licensed
ontractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
I(' 7 /fes KjLender's Name
1 Date 3! f 13/I q Signature / p�� Lender's Address
IMPORTANT:` APPLICATION IS HEREBYvMADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for
further information.
ame Et tw TS U✓i Title
Pttm i NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon theab ntioned property for inspection purposes. p1
Signature a I ]Dam 313 9
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DATE FILED 24 7/
APPLICATION FOR HOMEOWNER ASSOCIATION
ARCHITECTURAL DESIGN REVIEW
(SHORT REVIEW PROCEDURE)
PROJECT ADDRESS: 10 (1 Cot&P Q ev , nn ,, Q,,d.,a / CA- g i o 01
PROPERTY OWNER'S NAME: DOLO T DLVI / U[QV ' X6 t
ADDRESS(IF DIFFERENT):
— _ TELEPHONE.NO.: 2C A7 6 - _EMAILADDRESS:_el t&ty S
WI @ 514041, .00m
APPLICANT NAME(IF DIFFERENT): catIIVMen
•
ADDRESS: S CUM Q as Qhove-
TELEPHONE NO.: E-MAIL ADDRESS:
DESCRIPTION OF PROJECT(Check applicable):
❑ Single-story remodel (includes window replacement) and/or addition(s)
❑ Detached accessory structure(s) and/or Accessory Dwelling Units-new, additions to, and/or remodels
IIh. Fences and/or walls in and/or facing (i.e., visible from)front and street side yards�ear b lo�e//� way(.
❑ Hardscape, landscaping and structural elements in front and street side yards, incluafng with,�iut limitaton,fDbVd
swimming pools, spas, fountains and other water features
❑ Fences, lights, and other features related to tennis courts, sports courts or other significant paved features
❑ Mechanical equipment
❑ Roofing
ACTIQN&FINDINGS:
L4/Approved-The project is consistent with all applicable guidelines
O Conditionally Approved-With the following conditions,the project will be consistent with all
applif.A6 gottakave BEEN REVIEWED AND APPROVED BY THE
ARCHITECTURAL REVIEW BOARD(AHb')OF 1 HE RANCHO SANTA ANITA
I'OMEOWNCfS AS,,OCI.ATIOfd.I IOMCOWNCfl UNDERSTANDS AND
AtlPSFS THAT ANY itFVIATION FROM THPcF APPROVFih PI .8 Ni i A P=N11
PRIOR WRITTEN AUTHORIZATION FROMH-i 46,CONST'T i)TE
o DfV_ Sall ig-Z IV Pe. -en% !:3 ,. X1511 ict TFfR)
IMPPrA/F(+MFNNTC AT TPP s--ypp zi---
ATE BY ; : •-' .- .r crate:
DATE 2-/ l/� ljj��EOWNER
BY I`•
• -8
4
10/18
f
The following is the mandatory procedure for submitting proposals to your Architectural Review
Board(ARB)for a Short Review:
First: Architectural Design Review — Contact the Architectural Review Board Chairman to arrange a
preliminary discussion of your design ideas for the site before any plans are drawn. Please contact your
ARB.Chairperson Monday through Friday between 10:00 a.m. and 5:00 p.m.
A determination should have been made whether the proposed project is subject to a Short Review process
for minor alterations to an existing property, or Regular Review process for a new house or major alteration.
Second:Zoning and Building Code Compliance—After a preliminary set of plans have been developed,
please present your plans to Planning ,Services in City Hall prior to submitting any proposal to your
Architectural Review Board (ARB). The purpose of this review is to ascertain whether, or not the proposal
complies with the applicable zoning and protect tree regulations. This review will usually be done over-the-
counter.
Third: Submit a complete application package to the ARB - Incomplete applications will not be
accepted.The following items are required:
1. Application form (attached)
2. Three sets of complete architectural plans that are drawn to scale and clearly dimensioned, which
include to the following information:
a. Scale and north arrow
b. Street address
c. Accurate lot dimensions
d. Accurate depiction of the adjacent City parkway(s)
e. Location and size of all existing and proposed structures
f. Location of all landscaped areas
g. Location of all mechanical and plumbing equipment (i.e. air conditioning units, pool equipment,
water heaters etc.)
h. All building and setback areas shall be clearly dimensioned
i. Property owner's and Architect or Designer's names and contact information
j. Elevations and photos of all existing buildings on the site
k. Floor plans, elevations, sections, and details of the proposed project
I. A description of the exterior materials, colors, treatments, etc. (samples should be provided).
m. Photos of the neighboring properties together with a depiction of the completed project to show the
scale of the proposed project in relationship to the adjacent structures
n. The ARB may request additional materials during the design review process
3. Letter size envelopes with proper postage, addressed to the owner and applicant(if different)and to all
owners within the required area of notification.
Fourth: Protected Tree Permit - If the proposed project is subject to a Protected Tree permit, please
contact Planning Services at (626) 574-5423. The protected tree applications (e.g. diseased/hazardous,
encroachment, and removal) must be reviewed by the City prior to submitting plans to Building Services.
You may obtain application at Planning Services and at the City's website at www.ArcadiaCA.gov.
City Council Resolution No. 6770 sets forth the design review regulations, procedures.and criteria for all
five Homeowners'Associations(available in Planning Services and on the City's website). Please note that
the ARB's Short Review and Regular Review processes, as set forth by Resolution No. 6770, have time
limits. The ARB must act on a Short Review application withiri 10 working days from the date a complete
application is filed with the;ARB and within 30 working days from the date a complete Regular Review
application is filed with the ARB. During the design review process, the ARB may request for additional
materials. Failure to take action in said times shall be deemed an approval of the application.
The ARB's decision may be appealed to the Planning Commission.An appeal must be made in writing and
delivered to Planning Services within 7 calendar days of the ARB's decision and shall be accompanied by
12 copies of the plans and the appeal fee in accordance with the applicable fee schedule. -
• FILE NO.
3
STRUCTURAL CALCULATIONS
FOR
•
PROPOSED
RETAINING WALL
•
AT
CITY OrArt:AnrA
Development Servh'es Departm1.017 CATALPA ROAD
APPROVED
This set of plates and specifications mast IWARCADIA, CA 91007
on(lie,job al all times and no changes or alterations
shall he made meta h3 the Building Division.
The Stamping ol'tlas plan and specification shall not
he held to permit or to be an approval ol'the s iola '
ol'auv prm isiuns of ani cit} ordinance or slate law
NER: TANG
DATE:•06.28.2019
OUR JOB NO. 19-105
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Lic.#: IW-06011538 Licensee :JASBIR SINGH P.E.
ice;: WALL FOR JOSE MORENO 2-&high
Criteria ( Soil Data Calculations per ACI 31844,AC153041.BC 2015.
Retained Height = 2.50 ft Mow Sod Bear* = 1,9390 psf
Wad height above sod = 0.67 ft Eguivafent Fluid Pressure Method
Slope Behind Wall = 0.00:1 Heel Active Pressure = 40.0 psflft
Height of Sol over Toe = 4.00 in Toe Active Pressure = 40.0 psi/ft
Water height over heel = 0.0 ft Passive Pressure = 200.0 pal •
Vertical component of active Sod Density,Heel = 110.00 pcf
Lab'a'sci pressure 0pf 2az Sod Densly,Toe = 110.00 pd
NOT USED forSod Pressure. Friction Coe f btwn Fig&Sod = 0,350
NOT USED for Sliding Resistance.
NOT USED for Overturning Resistance. Sod height to ignore
for passive pressure = 1200 in
f Design Summary I { Stem Construction ( _. e
arm
Well Siabr +Ratios resign llaightAbaueFt9 11= 0:00
Dvertuni ng = 3.12 OK Wall Maledd Above'Hr = Masonry
Sliding = 1.53 OK Thi]mes m= 8.00
Reber Gee _ # 4
Total Bearing Load = 895 lbs Reber Spacing in= 16.00
...resultant ex. = 2.13 in Reber Placed at = Edge
Sol Pressure @Toe = 532 psf OK Design 4-fa/Fa
= o ear
T
Sod Pressure @ Heel = 162 psf OK to/FB
Totaall Force
Force @ Section Ibs= 1228
Allowable = t ysft,T.a...� i-- ,meq.
Sal Pressure Lis Than Adwvatle
AC1 Faiored @Toe = GOO- t,o neet...Ailtwatue tar- t,tga:Y
ACI Factored @ Ned = 195 psf Strear.._Aduei • psi= 1.9
Footing Shear @ Toe = 2.8 psi OK ...' owable pd= 38.7
Footing Shear @ Hell = 1.5 psi OK Wall Weight pd= 84.0
Allowable = 75.0 psi Reber Depth 'd' in= 525
Sliding Cates (Vertical Component NOT Used) Lap splice if above in= 24.00
Lateral Sliding Force = 209.4 lbs Lapi A mow in= 6.00
fess ltarsn,f Pass/fps-Form _ - faiths1imicamk> mfolrxtNm m= .8.110
les 10 %Frsdion Force = - 248.101bs MatanyVatu p8= 1.500
Added Force Redd = 0.0 lbs OK FY r. psi= 20,000
....for1.5:1 Stability = 0.0 lbs OK Solid Grouting = Yes
Load Factors
Dead Load 1.200 Modular Ratio'n' = 21.48
Live Load 1.600 Short Term Factor = 1.000
E ,; 1.r a Equiv.Solid Thick. in= 7.60
Wind,W 1.600Masoroy Type = 3
Seismic,E 1.000 Masonry Design Method = ASO
t u r ;whfj 3
ftsballieStaINT
and then using the'Printing&
The Block'selection.
TitleBlock Line 6 Palled 27JUN2119,55a4
Canuuevereu retaining te'.' ;; .e ,, �..a .>
..ia T: KW1-06011533 Licensee :JASBIR SINGH P.E.
�;; WALL FOR
JOSE MORENO T-6'Ngh
Footing Dimensions&Strengths Footing Design Results
Toe Width = 1.00 ft Toe Heel
HS Width = WI FeetieidFi ssuue = 633 1%psi
Tota&Fooling Width = 2.09 Mu':t)piaad 0 0ftlb
Fooling Thickness = 12M0 in Mu':Downward = 0 64 ft-lb
Mu: Design = 166 64ft-m
Key Width = 0.00 er Actual 1-Way Shear = 283 1.49 psi
Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi
Key Distance from Toe = 0,00 ft Toe Reinforcing = #4 @ 18.00 in
psHeel Reinforcing = #4 @ 18.00 in
PFoo6rg Cont eie Density Fy 60,0000. psi Key Reinforpieg = None Specd
Min As% = 0.0018 0FherAkceptableS¢es85pacogs
Corer@Top ZOO @Btia= 3.00 in Toe: Not rer{d,Mu<S'Fr
Heel: Not req'd,Mu<S'Fr
Key: No key defined
( Summary of Overturning&Resisting Forces&Motnents._. -- 1
UvenuRNING_
_RESISTING_
`rake bleiShw -Mornsti .ui-re tourny.
Item lbs 'ft ft4b lbs ft ft-til
Heel Active Pressure = 245.0 1.17 285.8 Sod Over Heel = 911 1.83 168.1
Swthaige over Heel = Sloped Sod Over Heel =
Toe Active Pressure = -35.6 0.44 -15.8 Surcharge Over Heel =
Surcharge Over Toe = Adjacent Fooling Load =
Adjacent Footing Load = Mal Dead Load on Stem =
A•tzit; fatual = =F ci;tve eal en Zietri
Load @ Stem Above Sod = Sol OverTkie = 36.7 0:50 18.3
Surcharge Over Toe =
Stem Weight(s) = 266.3 133 355.0
Earth @ Stem Transitions =
Total = 209.4 0,T,M. = 270.0 Footing Weight = 300.0 1.00 300.0
ResistinglOvertuming Ratio = 3.12 Key Weight =
Vt Si ted far 6r P s_s1_{m= F k's Van r.,eannna,,r _=.-
total= 694.6 lbs R.M.= 841.4
Mal live bad NOT included in total rtisplayed,or usedbroverhnning
resistance,buts included forsoipress=calculation.
4-
g" cMu Lugtc # 4 C° l6 cc-- VERT•
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ALL CELLS SoSdGmut % .....::..:
enCL Q 7-6" 31_2n
Flrt.�F. ! 234
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A 44 Rr'crF
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v-on t-o• C Cio re I7
all hor¢.reinf.
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SECTION
- s
r
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Pp=77.778# pie
nada
532.13psf