Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WALL-20-1105
•' City of Arcadia, CA Permit No 'Wa11 .20-1'105 Z Development Services Department��ye-� •� �Perrnit�Type:Wall . 240 West Huntin ton Drive,Post Office Box 60021Work Classification Wall Retaining.Wall�s " 1t{, Arcadia,CA 91066-6021 • ,t c rJ (626)574-5416 ,,Permit Status:Issued .ARCADIA IssueDae:•07/20/20201 Expiration: 07/20/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 17 1060 FALLEN LEAF RD Arcadia,CA 91006-1903 5769006005 OS,''ava ..ro::.:x..gar rowcay.. .xs..:•._a,. ,a emc.a .n ..::,:._.�:-.ar+m•.:. ..w.:v za a*aw c , Contacts , WANG,XIAO Owner LIN ZHU Agent for owner 1060 Fallen Leaf Rd Arcadia,910061903,CA t (818)836-8688 -r5 2>::a., „v:. ,:x..:x._•a ,mss :,� .,.¢ ...,.wa.. me r� .nw.::., sr v.z•_y: +,.. pur�.t00 a., . �.+. Baas .� 1 , ,�zu a,:.aar�w. •w.x m.». .�44*. 51* -avx,..-....1*44 x.a.. Description: RAISE GRADE 3'TO CREATE SPORTS COURT AND 4' Valuation: $ 13,890.00 t. Tenant H X 150' LF RETAINING WALL PER APPROVED PLANS#194 Total Sq Feet: 0.00 t Plan Check# Plan# A+Bk FYi S` 'S:.as k'sy gp."�FkM.ddTID;;a..L'+°.P�tA . R4a9ro.Mti•yaa:'Mh"w. •'9w....tr':-.".r;#. N.:'M: 't`R'�''9eA .+FP: T 1:.�: ^R...wn'. h:65.*.R&+�b•••:•:.Cd. 41 Fees Amount Payments j Amount Paid Additional Plan Review $125.00 Total Fees $786.36 Building Issuing Fee $47.01 Cash/Receipt#REC-05012-20 $786.36 Building Permit Fees $304.05 Double Fee(Building) $304.05 Amount Due: $0.00 Solid Waste Management Fee $6.25 Total: $786.36 t;' CALLS FOR INSPECTIONS Request for inspection by telephone at 62'6-574-5450. Leave a message COMPLETEDre uestin the address timeframe and what ins ection item is needed. requesting P 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 i 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. . s .r. July 20, 2020 • - Issued By: • Date . July 20,2020 g: Page 1 of l' AR U~4.OFF nvc9dr PERMIT/PLAN REVIEW APPLICATION Ill\\\0'4 11=11 "y • 'J Development Services Department,240 West Huntington Drive,Post Office Box 60021 .01ty of 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 Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ElI have and will maintain workers'compensation insurance,as required by Section El hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the 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 for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not 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 I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. El I, will do the work,and the structure is not intended or offered for Date 7- .`-7-1°0 Signature 7 sale(Section 7044,Business and Professions Code:The Contractors License — 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),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages,as provided for in Section 3706 of,the Labor Code, interest, and attorney's fees. ' ❑I, as owner of the property, am exclusively contracting with licensed contractors 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: Lender's Name Date 7-2a-Z''1° Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE 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. I Name - 2L Title PRINT 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 enupn the above-mentioned property for inspection purposes. 7_ 24 ,2,0 2.4 1signaturL0 Date NOTES ' 6- D J Building Inspections Date Insp. Plumbing Inspections Date Insp. o 4(�p�(1 '!TE 100. Setbacks 210. Under ft/bldg.drain / c vv 101. Rough grade 211. Copper underslab 102. Figs.&forms 212. Rough plumbing / 103. Pre-slab 213. Rough gas ¢/�� o�54/ its 104. Floor joists 214. Shower pan 105. Steel 215. Water heater � �/"' l' gi /!G� 106. Grout lift 216. Roof drains ��� 107. Shear nailing 217. Building sewer // • -i,L i9- -6/4/t 108. Diaph nailing 218. Water serviceMI fi 0,4)109. Roof nailing 219. Final gas ) 110. Framing 220. Fixtures Ye41---C-69177 111. 0cc./Area Sept.Wall 221. Final plumbing P 9 112. Sound walls 222. Sewer cap/demo. 113. T-bar arid /AI 75§-' � of Uo(re/Di / Pool Inspections Date J Insp.114. Insulation Flr. f/4 i / J+k'4' 4 i/�r� 115. Insulation-Wall 240. Excavation/steel 116. Insulation-Ceil. 241. Rou h lumbin � `� �'1 �� 9 P 9 � ,frer � get- 117. Drywall nailing 242. Light shell/bonding 118. Interior lath 243. Underground conduit 119. Exterior lath 244. P-trap eeij" S �� �/'46 120. Finish grade 245. Gas line&test �// / 7/1y4,S 121. Final building 246. Fence,gates&signsI 122. Final demo/lot clear 247. Pool heater • �i/ 248. Final electric Electrical Inspections Date Insp. 249. Final plumbing 14/ /24 / 3 • 150. Power pole 250. Pool cover 151. Sales lot lighting 251. Pool final 7y--- 14,5 /i/�t4e 41/!/ 152. Underground conduit �J I✓b j 153. Underslab conduit Reroof Inspections I Date Insp. �� °A 154. UFER ground 270. Pre-reroof insp. 155. Water ground 271. Roof framing 156. Rough electrical 272. Sheathing nailing 157. Fixtures 273. Final reroof 158. G.F.C.I. 159. Eqpt.bonding Sign Inspections Date I Insp. 160. Service panel 280. Setback/overhang _ 161. Final electric 281. Footing 282. Conduit/wiring Mechanical Inspections Date Insp. 283. Disconnect 180. Venting/flue 284. Final sign 181. Furnace/A.C. • 182. Rouch HVAC Miscellaneous Insp. Date I Insp. 183. Fire dampers 290. Fire alarm 184. Furnace compartment 291. Underground supply 185. Combustion air 292. Fire sprinklers 186. Smoke detectors 293. Monitor system 187. Metal F.P.rough 294. Hood dry chem. 188. Compressor setback 295. Final 189. Commercial hood 190. Duct shaft Sewers&Offsite Insp. I Date Insp. 191. Final mechanical 300. Lateral(main to P/L) 301. Saddle/Y Block Wall Inspections Date - Insp. 302. Cesssool filled 200. Footings 303. Sidewalk 201. Steel/rebar 304. Driveway 202. Grout lift 305. Curb replacement 203. Final wall "k 7422$ 306. Trash bin P s JKL ENGINEERING STRUCTURAL CALCULATIONS 4' Landscape Retaining Wall 1060 Fallen Leaf Road Arcadia, CA DSD/ENGINEERING July 5, 2020 APPROVED JUL 1 5 2020 ,''Q,it-•ESSi ' o, BY: 9 Gls\ 1-11W W -609 m JU . e OF CAL\F ' 1529\N".Longhill Drive p. (626) 524-2210 JKLstalctural@gmail.com Monterey Park, CA 91754 • :'QRpfESS/p 1060 Fallen Leaf Road .. . •••••• - • -. - • ..y , . ' .--- . • •• �y43 K. ��2r^c.; Arcadia;.CA , ,W J 699'• a • • • &{ • z ' 07/27/2020 ' . . . ... . :-:JKL: ENGI:NEERIN6. . • . • • • • • ,� • - FlNISH GRADE • AGDEL L��Of'SOLID - TOP 1' eN - . LOCK AT ,. (12'XB'X4' 2.ROWS OF SOLID- . ANGELUS CONOETE BLOCK • AT' BOTTOM • .I.Z. • :. . (1 .)(8114") FINISH.GRADE : .� .. INSET BQITOM ROW OF. BLOCKS'MINIMUM Z' INTO . • • • • • . • • • • .. SK-1_ - -- 2'-6 MAX= HEIGHT-GARDEN •WALL: . L , \ fir--/ Q� I .1:t„ •/•i,-;(4' r• .. ' • • #4 VERT. AT 32" O.C. -i'' i. ;) ..•.. ••• — - -— W/ STANDARD HOOK ktrIPPIP — _ �_____-_-____ • AT CENTER OF WALL =_sem:., e °' -- - -- - _:lF''F fes'� JKL ENGINEERING ---- - � - - - #4 HORIZONTAL =/ - - - . AT 32" O.C. ,f i' Q I/ 8 CMU, k /' 4"0 WEEP HOLES o d- GROUTED AT WHERE OCCURS REINFORCING AND / PER CIVILS DWGS BELOW GRADE ,// 4"0 PERFORATED I/ ;i; PVC PIPE PER „ // 0 ,, . SOILS REPORT. / 8 i://// / ' ;_/I o DRAIN TO DAYLIGHT FG i ' ion.•°0° .lam=�-7=:�-° ,t..o \----\- . 1 0 N I 0 a • • (2)—#4 CONT 0 ii 1'-0" I • #4 CONT SK-1 4'-0" MAX LANDSCAPE RETAINING WALL ' Project Name/Number:1060 fallen I Title • Page: 1 16 Dsgnr: Date: 5 JUL 2020 -11-<-- �� Description.... 'JKKI ENGINEERING This This Wall in File:d:\z.work folder\box sync\0.jkl\misc projects\1060 fallen leaf 3'retaining wal RetainPro(c)1987-2019, Build 11.20.03.31 License:KW-06064251 Cantilevered Retaining Wall Code:CBC 2019,ACI 318-14,TMS 402-16 - License To:JASON LIN [Criteria I [Soil Data I r Retained Height = 4.00 ft Allow Soil Bearing = 2,000.0 psf P''- Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method g Active Heel Pressure = 45.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in = Passive Pressure = 300.0 psf/ft Water height over heel = 0.0 ft Soil Density,Heel = 110.00 pcf Soil Density,Toe = 0.00 pcf FootingliSoil Friction = 0.300 Soil height to ignore for passive pressure = 12.00 in Surcharge Loads 0 Lateral Load Applied to Stem ` Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 lbs Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Load Type = Wind(VIS Wall to Ftg CL Dist = 0.00 ft [Axial Load Applied to Stem (Service Level) Footing Type Line Load Base Above/Below Soil = 0.0 ft Axial Dead Load = 0.0 lbs Wind on Exposed Stem= 0.0 psf at Back of Wall Axial Live Load = 0.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary I Stem Construction 0 Bottom Stem OK Design Height Above Ftg ft= 0.00 Wall Stability Ratios Wall Material Above"Ht" = Masonry Overturning = 1.61 OK Design Method = LRFD Sliding = 1.57 OK Thickness = 8.00 Rebar Size = # 4 Total Bearing Load = 1,176 lbs Rebar Spacing = 32.00 ...resultant ecc. = 4.89 in Rebar Placed at = Center Soil Pressure @ Toe = 1,088 psf OK Design Data Soil Pressure @ Heel = 0 psf OK /FB+fa/Fa 0.636 Allowable = 2,000 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,523 psf Strength Level lbs= 576.0 ACI Factored @ Heel = 0 psf Moment....Actual Footing Shear @ Toe = 5.4 psi OK Service Level ft#_ Footing Shear @ Heel = 6.0 psi OK Strength Level ft#= 768.0 Allowable = 75.0 psi Moment Allowable = 1,207.0 Sliding Calcs Shear Actual Lateral Sliding Force = 562.5 lbs Service Level psi= less 67%Passive Force = - 527.6 lbs Strength Level psi= 24.2 less 100%Friction Force = - 352.8 lbs Shear Allowable psi= 69.7 Added Force Req'd = 0.0 lbs OK Anet(Masonry) in2= 23.77 ....for 1.5 Stability = 0.0 lbs OK Rebar Depth 'd' in= 3.75 Masonry Data fm psi= 1,500 Fy psi= 60,000 Vertical component of active lateral soil pressure IS Solid Grouting = No considered in the calculation of soil bearing pressures. Modular Ratio'n' = 21.48 Wall Weight psf= 58.0 Load Factors Building Code CBC 2019,ACI Equiv.Solid Thick. in= 4.90 Dead Load 1.200 Masonry Block Type = Normal Weight Live Load 1.600 Masonry Design Method = LRFD Earth,H 1.600 Concrete Data Wind,W 1.000 fc psi= Seismic,E 1.000 Fy psi= Project Name/Number:1060 fallen I Title Page: 2 Dsgnr: Date: 5 JUL 2020 21_ Description.... 'JR ENGINEERING .This Wall in File:d:1z.work folder\box sync\0.jkl\misc projects\1060 fallen leaf 3'retaining wal RetainPro(c)1987-2019, Build 11.20.03.31 License:KIN-06064251 Cantilevered Retaining Wall Code:CBC 2019,ACI 318-14,TMS 402-16 • License To:JASON LIN [Footing Data I [ Footing Design Results I Toe Width = 0.67 ft ] iiesl Heel Width = 1.33 Factored Pressure = 1,523 0 psf Total Footing Width = 2.00 Mu':Upward = 3,556 13 ft4 Footing Thickness = 12.00 in Mu':Downward = 985 459 ft-# Mu: Design = 214 447 ft-# Key Width = 9.00 in Actual 1-Way Shear = 5.39 6.02 psi Key Depth = 12.00 in Allow 1-Way Shear = 40.00 40.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = None Spec'd fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min.As% = 0.0018 Footing Torsion,Tu = 0.00 ft-lbs Cover @ Top 2.00 @ Btm.= 3.00 in Footing Allow.Torsion,phi Tu = 0.00 ft-lbs If torsion exceeds allowable,provide supplemental design for footing torsion. Other Acceptable Sizes&Spacings Toe: phiMn=phi'5'lambda'sgrt(fc)'Sm Heel:phiMn=phi'5'Iambda'sgrt(fc)'Sm Key: phiMn=phi'5'lambda'sqrt(fc)'Sm Min footing T&S reinf Area 0.52 in2 Min footing T&S reinf Area per foot 0.26 in2 ift If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Summary of Overturning &Resisting Forces&Moments I OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# HL Act Pres(ab water tbl) 562.5 1.67 937.5 Soil Over HL (ab.water tbl) 293.5 1.67 489.3 HL Act Pres(be water tbl) Soil Over HL (bel.water tbl) 1.67 489.3 Hydrostatic Force Watre Table Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem= Added Lateral Load = *Axial Live Load on Stem = Load @ Stem Above Soil = Soil Over Toe = 0.33 = Surcharge Over Toe = Stem Weight(s) = 261.0 1.00 261.1 Earth @ Stem Transitions= Total = 562.5 O.T.M. = 937.5 Footing Weight = 300.1 1.00 300.2 Key Weight = 112.5 0.38 42.2 Resisting/Overturning Ratio = 1.81 Vert.Component = 208.9 2.00 418.0 Vertical Loads used for Soil Pressure= 1,176.0 lbs Total= 1,176.0 lbs R.M= 1,510.7 *Axial live load NOT included in total displayed,or used for overturning resistance,but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS considered in the calculation of Overturning Resistance. , 1. . r oI m�1 Y D.1,S99 -------- ---1- 1.'*\'.0 11 0,1116 1. 7: 1.- Nett:- .0,4- PT • 1:P i. E I U oC m ` ❑ I I L O '''2-6 : _ ( 2 �I i-lol 1=1 1 S `�y1 �49m i KTX N — .■ ■,,,.� _. ,, .. 1 . .# ... 1 .I ., - i 1 I) is 00990 €1 S!SlRS7 Sly z I �c 1 • ) z OW I -- 1 M II � • I / Fri 1 \ . I / I --�I H3 1 z 1 1 I M 1 1 C ! IWI I o 1 I 7 1 \ 1 ��- -� ®1 \� 1 \ I _ -J I / __ ry •\.MssBW 1 1 � \ ' "A_ ____-.g.------ -- ------- — — _-------- _ 5 r V i ; ■ ■$ ^ * aRo.�ECTLaanoR: rl w I I 1 ) �lj', `1(pI d ` / I'•1;: .a 1080 FALLEN LEAF ROAD, —�'"NG ER G�1C q I Egat QMG^\IEC�G�I COO G11@MIL4L^JG14€� a = ARCADIA,CA 91006 I� 57B E.LAMBERT ROAD,BREA.CA 92821 • • • 4 • • • TEL:(714)671-1050 FAX:(714)871-1090 Arbor Care Inc. Arboricultural Consulting & Plant Health Care info@ArborCareInc.net 626-737-4007 DATE: June 15, 2020 TO: City of Arcadia Planning Division 240 W. Huntington Drive, P.O. Box 60021 Arcadia, CA 91007 FROM: Michael Crane Arbor Care,Inc. SUBJECT: 1060 Fallen Leaf Rd.: Arborist's Examination of raised grade near Protected Oak. A play area was recently built in the back yard and the grade was raised within the dripline of a Coast Live Oak to create a level surface. I made a site visit to examine the completed project. The design adequately accommodates the tree and it appears that no damage was done to it in the process of the work. The encroachment and grade fill will not have an adverse effect on the tree and it will continue to thrive in the landscape in my professional opinion. The play area was built by creating a flat grade by installing a three-foot tall stacked block garden/retaining wall. The wall contours around the north side of the trunk,remaining at least three feet away from the trunk that measures 16 inches in diameter at standard height. A concrete slab was poured on the raised and level grade,which is located as close as ten feet from the trunk. No irrigation or additional plant material was or is planned to be installed on the perimeter of the play area or anywhere near the tree. The grade was raised in approximately 50% of the total rootzone and less than 10% of the rootzone has been covered by the play surface. The root crown and buttress area is at natural grade and is properly exposed. The drainage from the play area runs-off towards the tree,where it can easily percolate into the rootzone,which is beneficial during seasonal rains. The fill soil was not compacted and it is conducive for root growth. I expect a mass of feeder roots to reestablish in the upper portion of the fill within two years,and the tree should have a sufficient amount of rootmass to support itself until the rootmass is fully restored. No pruning of the live crown is required,but I have recommended that a branch removal is don at some time in the future for load reduction and utility line clearance. I have attached photos that help illustrate my observations and findings. Sincerely, asou awIV TANG llI�iiin Michael Crane J ISA Board Certified Master Arborist WE-6643-B ®�'�b b° " ecnsAS CA Registered Consulting Arborist#440n��n�"` 4 .`��y+a•3``""�x ' 3t 4734:v3 Mir•- .,t ec,1 ly' ., y r y.} 4. .x { r� S Jr rr. • 2. r d 1 S Y i LYt. `a .. -n':.3 y•5, '•t T \ `t,F. . Alb t. - ':, p 7. / +J• r r '3' 7 3^z ,� "aha r' ...d'� '- F • a""- .mo--,z,,--- �s.�vr 4^ v . .. ,2�-e a f>ti`i SYS - - _ ti s..- i-....'"...--.047.4,41V-1; s"` .-`4i '^'y'�`. z�`�r.pY r^L4 "E-'' ,,,c.4 - -,>" ,� tea4,-.1--'-,.,.7," , F` ` r.^ VJ<' H i+eye ae...,-..,,,,,,,,--1,Tcir6�y k p f � w °i >- { 'n"�;.. L aY ",SK'cs-a'a,�'t.u .:r7S-�..c$a: ''"7.j 'Y'..Sa a t. yrs-• "s " 't „,�'y r�ffra° 55 t Atrw Y�ts3y ABOVE: The completed play area. The fill soil was uncompacted and is conducive for root growth. It will remain unirrigated. BELOW: The garden contours around the trunk with ample space for the root crown and functions well to maintain the natural grade near the trunk. F 4— ..„�s . r .1�'�� /�r 1�+,1 l h x * , c ff // , ' Y aA �fi aji.F�,�' ',�. t6, rvr.; a 7�rI (h' r.,. ,s4n -•s,v z r 0. • -” f 'e•7,1` rX,l!if p )7(g/ ti 'd A >^ . _. ., ....' rz,',i),- , -„ ;Ty ../e ' t ,. ter'. sem- " r 6 , _.,,,,,,,..,...„,,:.„.„,,,,,,,,, .i-r• 1_i -a. ,c,,,,,td,A- _ _ ,..,--:'aasn."_ (_ 7 •,.G,.r` '"*g" ,i p;. "t . � f -`� ‹.1'1,1, tr^.. ,i. e4-2-' - /l 1 - y t l y,-A"-- _ .�fma �t •$ i SFJ nr" �e:� � -, > .. J• n • 2. • � y "1 ' f`3 - .; fr yki`'Jl .7Fd `' a� r_ '4;4;4,1'4' '1,- , ya t • 4,Sf If at 7 r•'n.3'�i!':''el''�.,.^.i•y*.t.'''-bti d,- ,.-$...,;' t, 1.21., 3 r C3 Yyy F�,,;r" amu„." ,-M • � , . r< tt dr` s e'+°i' rid 9 ,v. Cz t r .,s, '{ nt'1'-41r. r.,. 1" rr -• 4,..,-;-./,•••• :. .r,i'Ti`%YX f -,,,,ay • 4 e-4..1,-.-' arm,S r,�� ?Ys... of S4..:.,,,,....,-- , ! rT` ''..,4'; .1r,. .4v''-: fp•t #, f "kf1. . tR • \ •y • r iTY �.Nom.. t^\k f oW 4 X ,. ..'- 'ani aha rt • k r.^• At �v X .y• i•AO ,i,?rv�at tip_ ' � ..s ' i* f: I" c T'Frt •� _ 'n 'lip l� `�Si- # ; 1 .,-! y:4- C �"r f'\F�,; `` 'Y J e'er{\. l,.�. .�{., •("`'-.r• r G�. • ,1sE•' 1 1 i +,..rs' t t '4.5,,� }'fit �r , -_.. ; ",y- ti.}`` x3+ 3 S •., ,. r' Q. '!"e- �� i w \1 w.•,- • yid 1y',,it •' ,^ 'V , ''� s 'tip . - r`I+ ;M.a s .-,41.-1:0-, t$ .' .'* r✓ rir` ty�d r -'t r { , a 'k •a+,-• .- . P •;-. '+.' 11...i:.,.aka ..r- `E'' " s '• S •,r a- ,r/ I$8',..'''''''i,// al�'t•�. a+ .moi ,• �t;., z 'r' '' l f.1 .r2i ,4y 3 d o ABOVE: The tree has a full healthy crown of foliage and leans southward into the utility lines. BELOW: A branch removal (arrow) would help reduce the load on the side of the lean and clear the utility line. q'T' 'K {it. 1 f• t.,--4 ��H F I , . ertip'''.-• '/-7."-- .•4'r 1" .4• w''.r'r r rF, ''. �_ .a rt �,� .1 ,i ,pry,gr,-, r r 4-_,!:.., :•-i',4;..? • .),i.,..‘:4. ,,,..C' V1-,g ry .t. , t i S, f _J;', rr Pyr i '•;',6-6,_-,3r;•-•••% , ,....,:iv..,,~c 4A„ 3` ,.\. : .t • e.>,p a 1 , K , `'i'•,''.2...,*i<i`,Y t ),f,/ '',.., x-t-a-^"'..1,^Sa l t y ..• t E4.; a %1e - ',p. 'IN � s .. : „,,-e--;,41,, z t ,siic} �^�i i .�°r'��5 ,�,cy n ��, .....i.:-.14. .- t rte _ -*3.• id F 4 ,`ki ^ei,, ,, '..e,C4*-' ,.-4,,,,' P o •, .t R` ir' fix, k Y y ` LI;i l G a' yrt±v.. ?)PI'S',,,Ag X! ` •�yi1ia r�'Y �”` '`'' n;.. a T r rid�} = -:,•:,,,,,:.,--. ,., •-7 ..• tf d �i ,,,,,..or, -S i\=``ryf� .rn` ,�,a!- jy s ,r a l sr- r..!t. it 9 ,.,.1....',.,,.. ` r �r a• s`'o Ik,; t ♦-ytit y ` . r..: b4 t`3'±x ;`,.• ,e..• .. ji. l tr' ir4,�`e* %:"!i4::.,Y7 r,.. S"".1,CI, ,0,t:, •,-;4•"'„'',4%.,„:',„:::-.1 6 i ` :: 1 - l^ Z.- .-4,47• P'•,.5 } lt}�'i+'Y'-'14."'I?t ..r. �-�: }sZ' -`d.r- ',414 = • rf '',..e."3lbw f f a G r'Y -4;r1 F *i-Ai.:• ,.` '- •I �.rt .• x � � {W rf •��, ti , yf "' � W i /r . 4;0:,,,..,,,.., ;s;,4 ;.. 6 .J , , /✓.i4 'r �✓ _4.i `r -14 11� " •.,f ,,,r et.l �,e t l Y. 13- ,.r --,...;.4.,','e . }�« .. • `r'1� SYv y`a �'d`*yy , � - rt • .� K, i X ,,i u ., tom. t1,zr-, -. :1%i ‘..,,s;--AT, 5r�s r ,; .ii -'•' *,• 7` °"fir '%.-..`-... 4�z ,: �•f A 4 �'`T f , ..f 1 lit.' f il. �:y�¢�'+ r• 1 ' I ':1'*` •`��F"� f ;rte y� ri" J: ....!'„,,,,-,,,y, t ti} `100{9... e 1 4 mss. i `"'/'t ' - i ' �T' t Y. .�' .d 7N_ f L' k4 >€'• �r��art.+ `f i�s t , ' .„;,..F LJ: N^,r,•y,�(y�f;..-,.3---:', �-� _, $ X,Y' A �". \.,..> ;-.,..:!.-:-,-.4...4:-,+ . •� cab N y '71 L C , • • i' . N • Jahn 2irrick f C7 • . . en.,„,,, ..5"_asw;xdr-r" . • .. l •'®e :• , nscIetnr�rtmerq, , r ,. /l24 caltun: oeDr c -- . • Fon OrrtsaGC'721 rlreadiauIaT - . . . . . • rt • . Ctyof '''CA• ! -.. :...'* . ' . . . . . ...... ":... .'. 0 :.. � , - ' IntrAtion Rcquar )s: 7 ; ' FOR COti1PLIAFiCE OF SMOKE ALARMS - AFRO CARSON ii0NOXIDE Af.ARM5 O. a �' . • • Propo b'AbdrCss: _�ay s�1lld�i?�G��}s.��? c�. p1 Permit Member; . Eger Jobt)escriplionf SQL - - , - `'`n.�' N . O _a n - - ,Number ofsmokt.alarms in&la1od: fi t,y C 0o C - • 'Nantber Of carbon monoktde Warms Inslaiied: .. - .. " 41, N^ r p �. • " Whcn miteratians,repairs At addition$requiting a permit otter,or eoping twirl ore created. '• • - 'V)l )NO 3 ' Smoke alarms snail ine Installed la naeh sleeping room,and outside oath separate _ - ' ''1' • 07 • sfcapanp arca In the immediate,vicinity of the bedrooms,and on each additional story of the pit N 6.0 • ' fin+CLi'c.fedudng casements and habitable attics as required by Section R314 of lite 2111 R .M 0^ • ' . Catifaimfa Residential Coda(CRC)and C lifornia tfc tth and Safety Code Sodfon 13113;7. t' •p 7 .�`G • For(Makings or steeping units containing fuel burning epplancee or having atrathed Nat E0 . r .garages.carbon monoxide alarms shall ba inscarod oidsida each separate stooping . ' • - 1 -. -.—, CO ' 3. .• ' mon in tate immediate vicinity of cho bedrooms. and on each additional story of WuO y '. co. dwelling,inch,dirg basements as required cr,Soctbn 8315 of the of the 2016 California • ,,6 0: • " • rth Rostit Coda(CRC). N O t hril•purp0000 alarms(combination carbon monoxide and smoke alarms)may bo used. p ' ' ' All oiarms Shitty comply MIA requirements for luCBng And approval by FAA Office of the Sttilp Fire • "3 • V Marshal-Ittlo,r'ivflm,ffry ca.c,a kerrviaglictkt9i� sem Itr,i rant sserchcelnst.plrp • As o-aaer of Mc ebave referencedproperfy,1 hereby certify that the smoke alarms and carbon . _ rnororroe alarms havabean iastalled In accordance with tine mariufatlureesrlasriugions and in ' ' • • torlpWtance w li the cade'soctions reforested above. dsclara under banally of perjury thsl the farapoing nil and correct,and that this declaration was execute'if on(Oscar <Z—2 7'�?Q at Arca ltt,Ceitfornla. €• 4rrnar a Narita(prints dfiypid); s 7 '-..0'4 Gil/ z - " ' Signature or0unsr:vrlr/' a r 4,l12,- d' �c ,' ' le ' • "(Mc affidavit must be roweled t0 the City of Arcadia pr to r ' x • N r �h epee • M a-W x4r "xi +'k E" .. • ,• :fir M . "N8'j''';_, r.� 0 ' Z(4•‘ --1, ,w•wig -••-•-• -• -',; • . . - . • Y �# • .. CITY OF ARCADIA File# t a� HOA ARCHITECTURAL REVIEW BOARD SHORT REVIEW APPLICATION PLEASE COMPLETE THE FOLLOWING INFORMATION (REQUIRED): PROJECT ADDRESS /04o Wick lea kccdia , G4 ZIP *00 APPLICANT(S)NAME .1,,r. L MAILING ADDRESS /06.0 Falk. lea Pot CITY Avcad1G STATE CA ZIP 9iool. E-MAIL ADDRESS 2 I.JJQo23( jMail'vh, TELEPHONE NO. 9/P•RJ -86ek PROPERTY OWNER(S)NAME )(iao INod MAILING ADDRESS (06o fallen lea' Rot CITY A}-cad?a. STATE CA ZIP 9/004 E-MAIL ADDRESS Winhilawo jXi6to &trait UOav TELEPHONE NO. . 909- 27- gag PROJECT TYPE(Check applicable): 1 ❑ Single-Story Remodel and Addition 0 Landscaping and Hardscaping 1,,a Sport Court and Related Features ❑ Detached Accessory Structure(not 0 Pool and Spa Equipment 0 Fences and/or Walls ADUs) ❑ Façade Improvement 0 Mechanical Equipment 0 Ground-Mounted Solar ❑ In-Ground Swimming Pools/Spa with 0 Above Ground Swimming 0 Fountains,Water Features,or Water Features Pools and Spa Statues GENERAL DESCRIPTION OF PROJECT: • DOES THE PROJECT REQUIRE DISCRETIONARY APPROVAL BY THE DEVELOPMENT SERVICES DIVISION(E.G., PROTECTED TREES,ADMINISTRATIVE MODIFICATIONS,ETC.)? 0 Yes 0 No • If Yes, submit copies of the requests to the ARB for concurrent consideration THE APPLICANT AND PROPERTY OWNER HEREBY DECLARE UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION SUBMITTED F R THIS APPLICATION IS TRUE AND CORRECT. 4(7. 2420 APPLICANT'S SIGNAT RE DATE X o Win„1 6. P?. ioyo PROPERTY OWNER'S SI dNATURE DATE ACTIONS AND FINDINGS lE APPROVED 0 CONDITIONALLY APPROVED 0 DENIED CONDITIONS OR REASONS FOR DENIAL: BY: #11A DATE: (a I VT I..° EXPIRATION: THERE ISA TEN(10)DAY APPEAL PERIOD FOR THIS APPLICATION. APPEALS MUST BE SUBMITTED IN WRITING TO THE COMMUNITY DEVELOPMENT DIVISION WITH A$600.00 APPEAL FEE BY P.M.ON HOA Short Review -4- 11/19 -,..-:,'"<",•7.-,,F.---....-„,.=:-,:...---,,,,,, ,,,,,,,,,,,...N.,.,,,--..= , E g I 1141 ..' , APPRCVED PLANS •,, . I, WINCH°SANTA AMTA PROPERTY OWNEWS - 4,SSOCIATIOIM. Xi/ fe AlA 0 ' .,,,..„;. DATE ! . •• : , ,.."...-•••114 ''-''.......r",'•••'.•'•'' ( ' " ' v,,,,,,: •,„ • • r ."?. •••••••:,,,,,,Fk--A.:,:•:-•....,•:•.,•,,r L'.7.,- p.,'', i, '', . -,'''., ' , • ', i ' ',•••?',.,-;,":.'":c.,,A,c-1-<-.•klij.:'0,9 -.•, ''.. ,.:.. ' '• ' .,-1 4. ...,:."5•- --..4-.i".;,.y,-.7g,_ „. , . • 1., fil.:'t74,. ""'' 1. •”' :, . , • i• - • :-. --'),"!,1' . ' e7.2?-•...t73'.1%-`47..':-A11:4.4,..,.;,:',4-';',. • ''` . ' ' , wv„ . - .. . . ,... , • -.4r.:7... -'A,,;•;1':.-re',Ai.,:'..e'rfz11,,:i-,- , ,., , . . ,..,, .4...---,,, - , io , 4 7' 1.' - • ' " . 4 , .', , . - . • •1 • . r • , t • , ,,,, •4 t; ..--.. •-- p--'14T-ir: '• ,,'-,<,-.T.1.:,--',1-,-'v. -, . .L., "' -•-•;•-•-*-•••*„ ',..4,1`.i.',"":- ' ' '‘2"• , i ••• ' -;,'•'5.:'...-'' • - - '''',1'4'4-tig,'.;''-,•'•-•-•'.''''..,,'", ,V••'..- '4, (,!•' ' i • • . . i';'.'::' •-•0,,,,*.i...‘..,••' •:' ,,,' '', '' 1",(' .1 • . , ,\" ''14 4•-:•-• '4'1" -''' . ... ;•'''1.'45%W l'',1,..1.•'' ,•‘-','•,, -, ' .r, I k 7#,.0 . . .. • .11 • ' .1:•,; . , •' :4,,,.''k;••• ;,-;'''A'',i''''1•••._r, lir• ; 16.-- 0, ; ' • r ' .,-, , ,•• • 0.4.:ri•-':1'.7.0'.J‘,"••• , •i'lV,•• 1'.'44. • 1, • -,•',.', •' ,.',1 " , .- . . • . . , • - , • . • 2,•,..y . , .I,, n ,., . , • •i ..._,,,....., • :,..:f••••, - '''' ;:'•.'' .-•'.:''''),r,'I, - '•i 2• •:.... v.....„,9"... : ,. , . , . 4,11;-Pil • . ...• • , *, ..„ •i'ii.t , ,?',• :: „ -. ;;:,1.,V•. • -;!P•-•,•'-..s.‘"-': •--..''i: . '-' '4,1\-.-' - '.- ' ' , „ I • •••••'''Abe,?,''';-*--'' •7.'":' :,' .' '‘-,•,-.'•,- •-•-•,i•;''''',‘"7`.' r, ''41•••• •.f.'•';--' 1 '''''. • " • i 'it•"'••••?'• • ''',.'''',7' •'',ft.:AP` Pi'-iF-.Z..... ,-;.;.,J,..:,.. * • -::-k-:•:' • k:',..°,i 4.pb- ,...,.1' -,• .i.:•, . i , .,..1-,,,...? ••••'';'•.•';'''''''' •••••'• • ....;2,... ::•••70.'''''• • • ri..•:i t,..„......."•*,:t..,--dre 1 • 9 /.. , • , . - ••••(-••••'''•' t •:. / I , .,,,q4,4,.4'... ..AV . .. .:.4‘....4 44:ii'fit' P4. ;.. . :. 4,.1' J ,_ c..,;. .. ., . • - , I • .''' 'I....$.41,2.'4'i 1:',,,,I, -.'••,... ' . ,,• ;V,..i' . '!".•• •-•i'-.5if•VI •N.,. .,,•',,,C'ti,-ii' • .- .- •5••'-P.Z.:.ii•- •'.'''••''';'"r•.,'••-' .- ''''':'" (••' :• iM.1.--V-%•• •,.--.l' • ,.''4 . •' • • •• ,II , • •''' --• '• • 09 - • (',51• '• ., ',.",.:,:''..,...-•.•i, ',.."--,!: • ",,,t"- . 1....cw. ,F;i::-•*`.. -;±-•-: sii:--4.l.- '.•••,.,' i 1.4,••••. '--_••••:-.-:.,,W"'"-- •.L.• • . :„...,... .-4-.' t•.47, 4::••••<,,f,;-11.,,!_,,,:-.<4)7. • -. 7z4.,- ..,-,4.-,,, - 1 . „,,,, .,17,.,•;-,e...,,k.!i•'•- .,.. • ,^-:•".1--,,,,,, f::'''‘'•7 -,-','•i!`"'`'''''''‘:,,;,••-• ' ''• . 17'{I .,,i .:-• atm,.__ • I e;•';';'••4t[rEIS• 7'•,__- ': ,/ • . e..t"• ,..'..14L'i.,if.''4•••••44-•, . . ' / ' i;_ ....--.:••--.'-.:1,1"'•• ''5",. .1"'"•.."':•: -:' r In -.• . ''.' . ...; ' .,.. ,.., , g:.'"'',.,`‘?",:":4:•.'...4'-'4,1 \- '/ . 'i.,'''.'t,,,,i,,•'. ••"''.c::::: •",'-.,s' '-''...•••-' .•gt': • i •\,4:3,'-\1 ' ‘'..-. ;.:'-i' ',;:...„' s:,,-. ,..1 :..-r ',.4*;,';. ._,,:i,.:%'N'''--'4.-''-' -''77'7717-1F3:" ' ' '' • ..., - -- ''''•:r.7",ti.• ."•::'.,,•.•-.. z7,!. .t.'.:,_,• -t• .,"rr--'7-' ,. .'7_1.-"Z••,•:.'..."".,7,'•'f,' ,4c,'' • , , - ...., 1 1" •;[....,7.--•::Z,.....^-,-:"..,,K,'-'41V.'...', 2- i' '• 4C. ..;0''. • 't ,• • ill r._ -•*.‘ I."' ..,..4.rx ,-_-, -,,,,-:,:;l:-Li':;•-:.k- .---,•,,y,Afici:,&1...7.f...,...i„,t.„,?,,,,,,,,,,., 00:1'.--4.:÷4-rt•-•,-}0,4.'fi,..4 •;2,4" --,..... '1,._ •" • . •; - . ,;,4,-• 740", ••••'1..-,_•00k.,',it•-"'''';,-,• '.1••• '''''••-f4k.''''-'.•:•fgfet•,_.-,1;01.'' 4,--1,e.M'rr-'•-•-?;,11 -,4;20,:.• ., \••• . )I • ' • ' ' '•' ' ''..,..,,e,, -.`,•:1, t. 4,C,',, 0,;1 trli ...,..., 14..?-4,,,..-•••••,...,. , , ••/....- : .-Itt.,,44,4/r•-••4.V..F.,..4:- ,..., -..,,,ip. , ,,,,, •-•'.,...4...7.:. -..•.-•.•i•-4•Aii.,,,--A--* . ,,,,f.,;-' .0•,:' ---!:'-•.‘. .4:•-.T.".'r:A • -z.-4#F-3.7.'. -'•'-,-111-.7:*i;4gi-,.:..,'v.1-,.„ \ . • ' . • • • -. -- ---,--•-•-• :0-t-.;,•-•,,-,,.:-P--.4.-r.,.,to---,.,,, _.,..•,..e..-7:::'-'-',:-•;.;..-'ir•.'`.44::::„..r:?: `'.:•44-,g..:-....Z(,P. 1:•-:.12:;;$-•'.." -•;-:?s, '.•...:.•,. .'•?4,-4•%;.3-••••-f:•.--;.'k,,-.'3.--s,'..--P-Sy''-1, :' ,_-..-'''----',--" .•'44.M.V..,c.•:„.1'-• )It.), 1 • s.,,•••':' '' .-":--04110:r:c.:- ',,,,--•;..:,-ti/-.i...M.44e --'-'2'IL •--r.N.,-,,..E....-,,,,j";,} ?il i • ..-.... ''. '• •• (....•,-;',.-40 ....-,•1•••/-''''`,,'%1•44;4.?•.•17 ,. r'' 4c.-r• '''''''•'''''' '-- V,r,.,-,' „,_•-• ..„..., ,1-,'7: ...'.:jc.:,---”444,'''''', 4',!4`3,!','4:-,a-4,'!QA•".'• f v' • ,:,---.,,.-_,...;,-t,-.-,-,,. .,-.•ft,', . r 1 V s;4:-',!..$•..:2.;7.a,:.- -.,...-"ti,fee.:',....,' ' -. '-,..,,,.:.t .":: ';-..%'..:..........',1..'. -,,.'LY..:'-.;,,, •.;:ovr:,‘..r.,itilia'''••,.. • "eo ...:..;;;•'...; -:,7-,-t44--.4.-70.6:-.'7'47!.'-.A.•*".‘ ki i I ...,, • :•••• ..c,- . a .:144,---,t,t14‘4,79.1.4.-`4.;:,-.'•':**V''''' . '',.• ''''•j .,,...•s,,,,?.7:,.",,': ':.'t-.-514-1; ' 1 0.' I ' • • '...- „ .'1,.' ...:• ':,'..4.',1•'•44 ''"•.!...:1',152,4.1‘,....14,,4:-r•F',..),'-i.- !..t.'-'4,--....;;;_..•-,,,-.'-•'-',':-., :- -i,4,,,W .,•,1...• ' 1'1 i • . •7•-'..3.''' .,4..,4• - • - "'-'` •' ...•C'':',4-.:.•,1.-"4.,' "f.,4.111e..:•••• ',1,1;;•.!: •,!,:',',,, -' • - '' ' ''.. '' •r.::"4'[A."••••4-'s'i•':i;.X1:1,-•. •••I•i.igil ....";''',.• ',...%"."..':74ie' !, ,, I • : • • • '..',',. ` '• :-..;...i.A-1..,c,-,-,....,-•-----t-A0-.-441-.,-'-i*I-t, ' - '''.' I • ..,. 7.-ei.:%t-.-5.1W4',i''',.:.•;u:- ..0" ' ' "V•itli!..v.:1,::: 14'..,,,'.'',(1Y.....i-,S!‘"',rirt:-..t•-..r..'„,,.4...'"'I'4.,;., 0,41,1,.?-r•' -'.- -.'-'', ......'4.,,,,...i..-..-.::Lr. , ..-'- ';-• ' -.',),-...*5"j.ii--IV-..V.,4.:•••••:•,,•'..'1•''',-•1,;',4,;::''. .,',.',.-i,`.:".',...,•,:ft,-,'!'''• —n,.--•'.v•-•... ' .-,. I',.. ,01.-,E,-- i .{'.'0),":•. ,......:: • ., ,,,•*-:'•••: „:?. .'.• -'':-. -•:..-•-., x A . , .-,-..r.;,;'U.• ^.-'• ,.k-.,, 1, ...',:„•,,,f4, -e?. - 1-1-4-4,".:"; 1-: 4,n..7.•-`.. ,;.•'''' ''. ,A":!,-..„'.-•:,,,;:•;.:,,.,'-,-..i ,,•,,),;•,!; .,-;.,..-.....7:..,.,..,.;P•••• •-.7'.`. ?!......‘... .•••:, 1';'-'.f._(-.-'; :1• `:.-..-e''-"J-.;,4• ' . • - , I .4.1.1•-' ^.... i''''''• ' •••••••..V..,...',..'jr04X.,,40,61••••.t...-:'•,'•'"i".•••'••••''''':41•!"*.:••?•'.'' -...4';'''.. ••• -ilk... - ,.t••,t4,.i.',14):::‘-"Iit••..:.0,...f...''' --,'"• •".•••=••••' • -••' ....A, 2 - , -.,.;,-.,:e., , -S Wt,''. ',i'.A 0:.`,1-Zi........i ‘../,':',Lri•7;N47:'..'S,..;:. 0,.:':'':.X4D:C414.1.;IV\ ':: • .:(.., ,%. .)•t'f. ..,..'e..:?:F;., -1:fi, '.r";''''':!.?.R4'.... 44. . ':: '•1.S...:P•'''' • .. s .,). :. •, 4. ,.. ,. ,:15 f.0 „:...,...', ..• 144..-:•:.::..',r,"::i17-rt!. .'',Z.Z., '• • "ti''.Kr.,*,';13A 7_'-'.:77 :•''''','4... ,.,.-'' , , .: • • , -tt..:. ..:. "s'., . ' I''''' ,‘..',..q.,„::.,*744;,--1...?. ,„ . . . •.Z.':',14-i'''..`,7',4'41,,..--',!..,''-,,,..,Z.....•6-',,.....4'-,='''..,e . ., ,,. '''.7,77,V,.5•7-,....?-`,,,,4,. .'4,44,-,;-. -,„,"0"'''':•t-t',.'''i. , , ''' '.,e4-.'":14,4•.:7 .... • ....- .-‘.• r";.7.„.7-: -47-,f..T„.... .,,T.e'la.*:: :,1„..e:',,, •-•,::*.' '.',:• , - ----..J.'.,i- . . . . . . . . • • •-... - •,-A11;'1,,W..-4,i ••- • ....0-'',9,40. ,••••:,tr,...0,0,,,S"'•• ' . .- . . .. .N',''',71.t.-4•••,,7:4}'•,...'t-,•7;;•.;-',7.• '71;,',...X_,r.'•'-''---,.\-f-r 1. . .......,?R., 7 - • • • •;''':;0,4Q,•"tharkt .•., „ .. • ,:i'4:,v..-A..T,'-4,•.,.,:f.. ?•_5....- ''' '''.1 0 , ,,,, ,e,',;;;I•Y•-;44--. ;11-;••• •i i'4,. '0,,6 ' .,i"+ IV;_-.....tif-sp,t•-•-f3...,-..;,„..-VV:2;"•:-",,'"i-T, :••';-. ", ' '.;''''• .......-_,.,r4. 7c:,`•'..C•-•,1:- , -:• "i7-9.-•"..--i',,,,,k,"•:.`4.t.,,i- ','...'•,1,..'.','-`'V' 7' •.•:.s•". .,,--g-..',. :•:•-•-•,•:''''',-,a-r,g,.•-••,:. .:.-,?•';•7•70,-4.-7i.':7'..'••'• i,;... :!'-'-'6--n:';i'V7-•;‘k,'''-'-.."-'.7 4t..1 , '11S ,,, •ii.„,....c.:%-i,:r.*.p,-,!., NI- _. .. kt'..,, ,,•-•."---,.',.,"..-' ,244.=..,;,`-e.14v,...--,, • ,' .. ,,,,F,.., ,.kr. . ;'..I'...1.•,„3/4 '....:4;14.,-'.7•ret.:. ''r''','''':'•-.F••,.---''.•JY'r" t !•,- t '44-•-,•;;•-`-?,--->.„&.4", - ;:•1:-?- .,„:-.., „., ,:i,.‘,47.74"i.:j. \ ,I 1' :; : '•-,,,' '',..'.. ..,.--'• , ..- ' '',' -' . •, -,-.:-i-e,-...,' 4-•••4 -3c:.,,c.„.1.'.0.','•`, -,, . _ • - . .. ,. ..... . . ,. - --,,,.... -, ..,,,1-,.- • ,-\ • - . '-• • ...40-' 1,!,,,,-A,..,,,,::::,ri--:•:,•,,.....,P,S. ..1. , ',•-.71-;,"107,:;-4,''k...*..•":2-4-\ / ' '&''' i.-.- . . ,. , . Lx•-•••,',.."-:';•• ...-, •,1''-,',1 • •-,v,,,,,:.:4.:..- --. .:.-',-, •,.:-::::3-'.-,• .-1 . . :,,,... • K-..?..:. i '.'- ..,..;. t: -.-?' , ... .• .„i': --,4,'•• •,ii. , - • -,` ....-"-'-- • t'1471....--; ,.., ..:,:it,'i .. --•,,-;."' '-' • ''44": . , t...,-,..•- r 1• 1 t; 'f 1 • • .. , .' ,-''„..:, - '-- • •:••,•-. :''i--',-4N-;',-;.-- ..•." s • -,1...-,,kb:I-...•-.,•I •\, . .' ' -1 • ' •-„.-..--••.','...T.-.,,,.1.K.. ' -;I-•-:,:- . -:: - •• • '•-•'•1••1';! : ,, , , ,• . 2.4"-..;.- --,, •It I-4,/,''''.. •."-ti 1: •• , . r .,.'-,')1, I' '' ''. .' . •J''-‘• :,•',',"•',•.,t?• ','I.,•• •••"4, 0,- ' I•ts..• • -.410•••t„ ''''---: •0'..'„•;.: stP. ..,". ''- • •:?Z,•- • , • ,,..444..4,,,4 :, - • i il •t,. .-t•i. -,.tt,.,.:,,i..- - .,,•-t,!•,:.-c•i•,.. ,.. ,,,. — — L, „ i 1 • . • , s, ' •••••• 1:1,,_loyt-:te.'3.•i‘%, ,,p..-•_„.-.., , ,,, .f +# • • 4% 4. ,..6,••••.,,r 1 -" -•, ',.:•';::4..'Y..•':•,1,';',',!:4'.9 • ,•,?.1;.r,,. ;14;:'„;'?.;','..'• . , . t ... . • .6 ,..'.... -.0.11.4. •:-..(c.....X.47.."....,.,.,,,,,,, *V'', -•'•'•St,..,-1::','-•-r4?,it.,z,...i:.:. !:i''.7 . ''.i 1 ',;1' *' --"-.4,. ..'.: • '••,‘..*•• :1,- --r:1,4'..... :if,44::.: '--..-\r, •',I '4: . .-141. •-•fi,-,4 ,4..v ;; . ,,,p.., ... • ',-g,z1:-.-7 --. ., y: -i- ''',,--•'-'''• . („77" ' ‘•••••??,g4•;_i:4;.:1;- ,', :';,/ Y... .. ,liv4••,;;;,, i. „., 4 . , • -- .... -. . •• • :. ;.- :,..„--,... , --,... -• •..,.....•,--.-_-- ..."-` , bfr,..--- - 7:4••• , ,,,,-_--.. •••:•.,.;i•\ 4i' • , .•-........,.-'..,v,-,..:,-f.,--•,,,,t.. •- •- =, t ,--, A,•-i. . ••4 '''iPA • •' "T.-1.,..'r.i'.04,4,'",').....•-!,"',I.1,1,•••••...•• . •• ••'''''''471'''''*e•tk•-.1,1. -, P. /,', . . . - ••:I .•,,,•••• • • . .. ‘••••-1-'-''•:r1=- -'',.r. 1 '' '' . • .. '' • , • • • •• • -•‘'''.*-'-• ', . . , • "i;• '••• .40. . —..... .e -• „, I ! • . I ..A. I !. ' ., .. „ . .. •„f ,. , , •. .- ., • '.-...-,:le ..),.f.' !', ' ' :.. :• , clE APPR(VED PLANS RAINCHO SANTA ANITA PROPERTY OVVNEilS 710fri C4's B' DATE • • AS-BUILT / •- SO'02'50•E 216.97' • _. . ,.I ` • ( . I M - �� . r --4--/ k ,� � i li o• I ...j • - (ts . - 3 � . ,f- ... 0 ( - - - w 0 i, � I • 1 r-5.-1 EXISTING s' p WIDE PUBLIC I - I y unuTv\ - 11• • oi�EASEME, eL.:. .. -- E. \\ NI pi (691.22 b691.50) — L {69117) • -JRei J I • 4690. 4) LIMIT OF 4691 s ' x639. ') (—GRADING . • ,o o 1' (691.55) (991.47) (690.84) . (831.38) (69213) m :..(6:•.31) . 0 ,(691.47)_ 11 •. Q69O.55) ( I „(692 09) LIMIT OF I. -® I • - GRADING I .. ,I ��- 7 g 4690.68) s.1..01`63 I�v ''''2'. a: (691.44 6911.70(692.0)(6 .44) " , - i mm \ (69.18),I (692.54(692.68) / '° 690.78) 1 . .J "• • S _LIMIT OF I • ©•L89) I (691.43) 46 1.11 GRA I G 688. O)' (688.5•• 1 r \ 6.88.(16.8.75)• . qa-/ .._•�'" 688.••d6®.63)4� • • as 691.53`. .469 . 6) (69,) - 204.04 - \ /r 69.13) - -(691.09'. :90.42) S6'2'20 E '� (689.8 ' ) _ \ 4690.661. , . • • '•0:•� • 'r6,� ©(689.5: _� �— (689.4r- 89. .(6892', �e;7..- —7 (688-.50;.1..... 10" ® 90f • . CONSTRUCTION NOTES: • LRADIN • BBI.* 673 1 EXISTING 6'HIGH WALL ..�,(6 ' 0'E',.. .-is ' GRADING . 51278 Q2 EXISTING LANDSCAPE WALL 0 EXISTING CONCRETE PAD ().EXISTING UTILITY BOX 0 EXISTING TREE . • 1%.0 ril \ I 1.7.1 • l'i •,, .1' \- . I • . WWII . . /.. 1 I 1 • '‘. • . I. . \ \ ' t • I t \ i I \ t''' \ 1 I 1 // \ / t --..-- #714f \ --4-------10,.;„ .—— .9 •cELie=::: .17£9,=21 —---— 0 ,OU-'8 1 _--- __--- i \ -----____— / • \ *\ • N...___ _ -- ---- / --------,------"--_--- ----_ ---,-- ________ —gy Nirfig grOa a `-' • __- ------------ ---- I e------- MICHILDNDA AW .. (.5. O, I W * .-- - • 4 DECIER AVE 67 op, m.__ 9. ..-2 g • A 3 a ;.• 8 ../ •.• „ :: .5, :•. z BALDAIN AW --P . Ill N A o 2 .• . 8 111 I, g P i m I PROJECT LOCATION: 1060 FALLEN LEAF ROAD, I dbE C)1B&ETE@IN ©CDRMULIT HU@ ARCADIA CA 91006 q . . - I■ gl ' 576 E. LAMBERT ROAD, BREA, CA 92821 a • TEL: (714) 671-1050 FAX: (714) 671-1090 11 • * • • • • • .. _ ... ... • ) C}I F ig I ciel 1 •-•a..._.. /, ,. ., . APPRCITD PLANS . . 1 . RANCHO SANTA ANITA PROPERTY OWNEAS : . -fieSSOCATIOIM _ edi (s/r774, i ' ,......,;• . - - ; BYDATE f - , - . t , 1 F • '" h "2 n' 1r'f w:tt (s r 'r I 7tt1 f✓ .t:.{ t -if- , I 7 . sic {lr. V1 s , ri:a ;::,';.`>,',':' `r r • s2z, `kY; t .5zr t a .. \ ` � Y�°c 't 'cam :i4 = ' nc. if L.`▪ R 'Q 4 _ y, of WAi. . i. =`—._ _ .I 'Yrs 'fi , rr ''y' k t ,17,1;,:-..*--,. .1-' ,;',`41 om l' i'1. E 34 k .: .,t� - ...y. t r 52F4 �' t Z q`^._ Y4 � • • V 3,s▪ +. 5' ly � ..,....v,`..- i 9� - s r ,: e ,r -V.T.,.r..1,,,,,.,,,, --......,4..„..x.....11,.-e-4,--..,..M '� ,,.i, T £t 4yXx ,,,^‘,...:a.:1•'!;1:-.4,--, r`! s'�t i h • +•� �`�7 c.y �• Y rV f -1 '5. ^? l1;A, F, "••F ">i -4::-It.;- •r ,• 5 F .. fes. 5 \; ?li! !?: �.- .cc ri es k1 �f A� r .L r' S _.'T°i Pr11 f�~>; \ 7 it y t y '� ., ' 4 0h �}3t r. . • E ' .. • 1 i I I \ fiC�"t .r"5� +"'' .f�•}. �, '•Ott;'';'';'-;:att'''Arn:' � ' 'i � r 1 " -- r�i11, , e, ,i �`s . t. ?..*.t.41';'5t°i fi '112' Y ri I. • s'/(,• ',. .-'',-'40,. tA ,-'4 r ;-'4� ,^ xS' ! 'F,i -'- ', 1T, ..• £ •: I Sll�, i i\}l.,r'"y�' `,, --. li" < „kyr ;4:,.'1'41:', sr,� , r-. ' 5 „:i.,-,-.'S� ! �'' �.,7g''• a 'r ♦r'�s M14 s. • 111 I. •••, .,,,,,,,,„„eVc•'-,."4.41 ,:-v:•,”.— — -.-: '\1 '),• • `t-• ��\ r . Y %' 1 .Ott t '=t" . .Y'_y }. - f .t•-•-„...„....._ .,...;..440.,.,,,-4 t ,tL T ',� ..1• f.. ,. „..-I,IIYI .x 4 �• Y • Y N!sS ,/1. :-• s _ _.,-. .,., 1 ' A s.;::•, } � C C° if. rl 4 te,F - �t 1....,..4.,....-.:. p • ; : 1 i ' '.! I ; „ F �yf "i ' �I � 1rr f •/'' - r ,',',....`;,,,,,,,....,,,,,z,,,2,...... .,,,,,,,, .• ,.:.•k1 i , • • { , 1• • � d -,�I '$i• I' 'a • 4 �� - i� • I 1 1 br ' - '�, y. i. 51 z p • �' -.f i tet, I .. +u: y uY.% 1'Y/` Y�' o(,-,....., V' • ...,, . ; „ ,, '1'. ,1 '11, -..›)"1114:4,-1:,',k....,„„,.,.;,.„:„..,,,, •• �t 'a* .i ,, • i• t , ' ms ii _* t4 . III' . , y .a '^' . . , 4 1: •I r, r\). t ;1a.•,1•{ .-14'-'1.„:-. -/IV..... 0. L r. — •..... III/ '.....7' . ..:04,,,i.f••;;VIIII•I',- ii •- .,..., . •-,...___. , _ -.. ..: .,,--S'• •t,,„':(;"'",::.1,,'%-. .---'-,t,..,;.3.=;t:-.,...- ' ... ; I •, i'L-:._,._.!___, • a ',,V.•,-,';.,,,,,•:,,,, 0',...4 i....:: ,..,,,;-..-;1,-.--, ,: . :;{ iii •.-- ''... , . -.. .'._ • - ..-- Z,-r..!- -1--;_t -',;--i;. ''. •lh,;%.'.4-':,--';',,-:.:-`''''''' , ;-:;'--' '' . 1 ."-'7'- ,-illinef{,-‘4.4 • I. °:- -_-,i,,,,,;,".'-,,,,i,:t It. , .. .... •. . . ,. . - ,, _•,....'..:-•-,, A'- -.`_:-,;..-.4 _.-,- ,-.-.-: •- . . . - - • .-- V.!'.- ' 4.1'),\;, '''''i ' SP',. .4:.'-':,•'-':, '; I:,- ‘, , '-- *---''''.7 .."V'''•A-.{: , -': : '..'[;-..;(-;,,$,!..**'',, ,,,,,; ;':.:';.'.44-''';_';' '.{-'..'r. •‘. .{.3),',‘.•/",- ,. ,27{.4, 14 ,.:' *{?: ,„t,'.- 'P• • ' ... , ti.kr., ;..-:le . ". ---!'-': ,...),i,-...or:. '..."'•'..4:, ,.-. .- -, , .1`,-,;.' ,nk;',t. ----1-'.4.•...e.,;.gF,..,.-..........'.•;,,,,,,•-• s.., .,,... . ••• '‘,. 4**! •.r''.. '...- -• :•-• - • . . c,-1) , . ,- ..... - . . . . ..,. ..-e. ,..,'.,-4,'*I'?' • \•''''•-••7' ' • - .. 7..1/4,-:,4',I•4.P?;--,:': '‘', .`'':-..'•.,,:' •- ,", '.7c'r.,;.7,- -tr.:::-;:t'.•;.*•:-!!!! - :.:. ,••••.;„z-..-.4,',.7.'-4-,.!,.-A: ' ,. • .,,e,''....1.!,,i,,' .....,•-.!..•,..!•••••••..,.:' . - ' -.,' 'i•t.-, .:sr,•,•:;!.!-;.- - -. , -..-- --... •it1;,...e,•*fli.,!-!4....11;•.;,,;,,41,-<•,!..-• #r;,-,..... ,,.•.,;,.., :;,••;44:4,:-I-.,?..:-%k. '.,,"'#1,-'.. '-f..---;;!---'It ; " --- .. ' ''''';;L-.'-'-vir-r",..-At-- -..„-* :!‘ , -0.-.,. . -64ti .-4i-.:40-- ,•„,.- .,*..', .!.::.,.,. •., . .. :.,..'..:'-'."..'-!!!!. ... - '..2, ;,,'!..‘)•1.` ,0-. -A.:-;iret!!:- .,;,.,....„*..,:\',....42,40;- . -....',-,..-•,,*..4-i. .):--:v. i I.;%.;-',.‘:' ,-4'.:.:....,-,,..-.1,".'.. ti,‘.` -4,.;..t... _. , .. ":„.LAttVA', . '-';,'''.•- ,;, . 1", ''''‘Ii.;',-4,01:'1\;11,• ':'*'..,,r-,::14'''',.-',.'-.•.',-, ':-.'47',; - t'. t. .7'ti'oSt.,•'60-',,Sit:41-4...., ',`,`,-/-t‘,..A., ...,,,,kz,..!..",, :-- - .- . --4.=,:,.--;"--;.:4,.;<-,-,--,'")‘,:i:',3,7.!7..1;..-..7: . .,:, ,.. , s,,,.:;...- P -1g 144.1"" ,7-?'71."-:,--.• -6•' ---. -.. .::-.7":', ''' * 'W.-'. . :----c ".,. - '-.!•.,--.? .' .A•- ,A,„4,..,i '.. 1.... •lir .4. 74,1, - .,. '........,.:(•l• ,. . -.. , • ' . . • , ,..1..... „,,,,*, . I m.: .:."... ."--":.‘""....:•.,,,,.-"... ..•,,,,;;-„,...7Sir..;*. -'' ''.`P,...i.:'14 ,',,,,q,.,: , ., . . '.../r. ...4.-:;--•,::‘,:'',v.'''...." l'",i,,,'," .• , Y., ..: ,( , ;,-,, -,IA,. 1,.•2-,,..t: -...••',.:-x-4, ' oiromm........ .. -', ,,.(. . '''r• .. •;. "- -4-- ..till?:.4:\j4tAli::.:44e'''' ' ' ".'''''''.17,3(2.'.i ....,,,..,..^e .!'.-"_4.: ."....,/ , :.,. . • ' ' .:' -'''. ' '''-17.‘,.....,'rt.,. : •' - . 't 1.. •'er...'%. .4.1,f.'" ' ••-''.. .-..., : ri.:.:-..1-'.:: , .. ...- ..r- - ^-e• '.,. , .- ' - .1;,)). •• -- . 0 ...4 2, . .. .i.c,. ,,::... . 1.2' *•••f•-.., =i•-t:1•,;-•.-..4...'-i! ''.- -.5'•.43-..". • -,i--,,,_ - ___ " .. .17-.-______ ...Isik--..,---...,..1...: ‘-: tosii6 . .. ..A,-1.-..;"-l'-'-'47:4•.%,$' i :___.:___T____. —..44 : • -. • - •-•'--;.•:,•--.:. .,,.•4','s-1 -,;' '4',- k_ ,—, , . . ,,_, ,,,,,,s...if.:..q..,- . .',..:".';:-..;;::.X•::•?,'‘,..-..,..',--57,01, •)•:-...-,::,,, -44 4•%.*414.1_'...•*--4....:---, ., .s•,,,,....:, •,z,,,, .,,,. :• - ' • . "r::,' - ----'t'-'.• "i'''. ' ' ' ,•4.5'‘,"•.:W10, -:-.,,, 441. . --1,..• • - .,,,,, . ,4.,-...:.4„, • • ' . • ''...1, ..;-:, .. . -,--if-.W.:','•'-•-=.'1W''',4W -.- ' -','- -. !",-,&.-. 1,s.-isi-4.'-r, ..-. ':V. • .. , . I .....atp• ,4,,m.,.,,,s,,,,,,,."..?„,t,...,•:.,7.• *..7.-....„...,...-..• -. -,-.,..---,::::e7...-..,,.,:-....':'(-'-' •..........''i-,.kiw,'.4.1r,-..i'-:...;•••••:,,.-::4ti,,,a,,77:-.4,,, ,'--,‘, -''',',' . -`:',:.'''' ',.'.';'• . : • .1 , • ,....•.,_,.-;:.:,,,a.•,:.7,!,1..".;,-:..-.,..i.-,:t,.'•-,',TF.„..". :. .....-_'''- A %-`• -:.\i4'.;.e.:..f:- . .. ..,.. .... _ • ') .., k.• ' . .. -. . . , ' - '''' r" ': - .. ''. . ;.-. . '''''.. '1..:.%g9"?...---•-,*.,.,..1;:,;-..' - , • ..., ,•:-..,.-. *i!-,,-7.j.--..-4,;,', .,-.,.•`.-:i..4., ...,. . • ••, ; EN•r,,,::,,4,-; •. . • • :... , ;,..-.7...-- ., , • . ..;...•,,?:•i, "••••'-'.7..:!.!!'..,' :.?..r.,.:.••„„..-;q..7,-;.:.- --' • :- • 'l .. ''Y - VV-', 'V _lc' --- •-...!: ' .4,-,., : `,.., --.?il',-. .',---';?--, -: - .•%-..-, ..ite..,,-1:, --. .7."••••'-.,;.:' `lc'N., . --." • ., •...-„%„..:.,--- v.,,... n.l•4•4•;,..„...,,i,.-,•,,,..,.,•.:ri.:?.,.•-',••7'",-t"_''..,3k.. ..-.•:!-.ti ft -7.W.---::..,!-..`:.;ie'...,-.%;„,:4'''',:.''...-,'‘!;,"•""",....:_,-=' • •''';'4 ' •" ''',.'•,fr: -, . '=;, . . . .. •,.......,, • „- '=, ‘•.4 a ',',t'. 'q--,"). --"'.`"'".", , •. . ?- , •• • . .." ,, --.:'r •,"- :..". ,e.,..1...''.•=.--3,!, ,i•.,, = '''''.. ,",==."-.": -•;"' ',. gtk."'"-,":".". "'.',..";s. • ..4.- . , ... , • •"2-A-Z, . . ,•. . , ,...,..- . • „ '-• t• `•-.. , , . . .., -. .. , ' • 1 ' -• • ,. - , .- . • ,, . . : - NM v"'. •,t - - , ll..t,I.: ,,:,• '''••'. '• • 'if • . •, • Tirt,7. -, ' - `.--- ' ' l,• .- r ... .._ . ,• .,i,4. . . . A •: ,,,„1„ , . .. ,.., .,.. .... ... • ,. . _ „....i...,_ . . .., .., , \.,_. ..,,.. , 4 4'•' . . . • . ' •, . . . . ,. ,.. . . , • : _., . ', :,,' ..- .... -2 ;• • ' • ." •-=:-,,2:-,,,,,,,"71, ,,,,,,, .1 .r. -.." ... , .;..•": . "" ... '•'1....;.-.4,--"I'‘.`,..,?:"'t."Zi . . . ' '•`,;".,•. ' 'r - - 1 . ; -.-- -' - .- ' :.-- -• .,----.,f..,, ..,,, •.' ..--;'`J ' :,4 . \ , •: . . ''. • - - .• * --; * l'ilf i;{,iiiii4c,...'.'''l .. • ,, .• • . , . .t • ' ' I..•.• ' i . 1. . •\-:1 . . . • 1 , •, . APPROJED 12LANIS '4A1CHO SANTA ANITA PRCPERTY OWNEAL . EASOCIATION 44/"Zt- Co/(7/2.0 - . EV DATE .`, \c(�i r ,`Mi x V+ j,.. ii' 004 ':.. r ,2! ,t ..' ,«-, r t x fi,,a-t; 1 ."-...1--. c • . r* ! - k-t;g i.�,,: °°``� yeb :: • i '.',�.s, N z j 'x las F _. t it•. r � - �', jar it .'.�r� .'- r- *ix.: _ :N { .•:-,•4.,1,. ; u f' . . ;y • r • t ,. N '''....-*•',,-: 3 .?YI a S , r ey, �,k • PrP r e fit 4 r• .'''...'.'01.1.,'' L Y .ltJ' 1a� 7.. .-. . �j• a tl • r , Sit • LC ,1 , q. " �'� ••,•..7',-,.;, .. i�'."• .'i : ! r 1,r r r , . trM1 • I-. _ M1� *'(9 w%.- ,. .Y:�k`• , Z£.li� r }vii r ,. v�l 4 r� • r �+ • } • 'v ,'�r r "t ., - ,. • ,•,, ,,... . • '''''''-:.•lit .,- .. -•. • o.ti may • N _ - �r r f 'y�*-i.,,..,,,,,4-.,•ti. 14T�+ 3 lr4y�t 1 .;� \ 1� - -� ` r , l. • ••�. '•,,,IS t,k r r'`J1`1.Y .. ,F Ity?,� Y[ wlJ •1\ A',4'4. 11. ........,.....,,,,,,,,„,s...3JAs 2�O•.r 3� I L�f tat '1•� 1: r,n:,t �, - .•.. ify, ,41fF w �+/��A•tj7n�5*�t ^� r- `IV k y.- � 1c Ott r ')11, `- 4$..., C • 1 A 4 ^!!"'�i{ U 4 F }- 1 U ..1.......s.t;.�� ..: 5 •t r 4 yrs-, •+ '41� t`_,� �' '',.-TX.,717.t�\ ��r � j� d M1f'' J'` -,\ • .,y!r ..• t•l •.� f / •\ t, / x, Ti `t 0. n t '?q t.,. {f,‘,4 � t t 's-W.}Dp''i� - y �{ 61 r i �X+" , M1 ���I �,''�> it �ar �'`�s`x 2' � 4`'a.f.'a��"1.‘,,,,•.:\ K. '�••1��i � ;.oy r'W,'L �r r .� 5; �,Y� ti I rJf, :' ,, V 9 10 r J.: 7y r11 r > , ,•<� Y ~, I ').4.1',,,.'.', 7 ,.I r s^� ,� 1 xi "` .e c taxa p ''V'4•,"':••1 rtnF 4 zr r t :,{ (� `; \ rr '''o 1 !� M1�.�t i 'V ®r' r!:' 1X1'; iY 1 • k t'j: "'�.`\ `,1 Y_=�4 v. ,r1 -, (, ,'/ kyr '1 ti I .,l Fr) 1 ', 1, f5 \r . ,, 7- t�d;l., f,ly '�, � f. �. 31 � ., -.P.'''. t s ��- 7J:. ! y tf } i s '.^• r P 1 a �:liav �' ���My at^ �x '1' t� , °' � ,� r' f'�n� ¢�'yr M1,'r$L b. r r ,�f'"r;,. }'�,�f1�/..4'.,);T,...;:, Aa,�. .r .n:o� Y "li��''.�r` :.j t Y,�'f ti� .•• s N!v,�� L r_ .1 C;t{p � a. 4 ,cP i),,;r l�'} r r' , i e' 41,.. w�t i)g F 0,4 r j5,,ki b i r. r .a 7 /r fit.`, 4 ,,Ir. f, Vt',,4... :g�., .-... f.) �/•; )g'VI1_s iirA A �' Y0, .2 �l `)%jAfw �trpk.erolt'� !�t. � A. ''.WPM,• ns4..".*....1''�:,tA, ., , r,dot, •ti td t,s''u ��rl" a. • 19LE it APPRC QED.PLANS RANCHO SANTA ANITA PROPERTY OWNERS • 4471171 - &Oft �v DATE �; ? f'.7. r ;' lMI • � • / ..- - — i .. ' —_Lam$ u R =. ABOVE: The completed play area. The fill soil was uncompacted and is conducive for root growth. It will remain unirrigated. BELOW: The garden contours around the trunk with ample space for the root crown and functions well to maintain the natural grade near the trunk. 7 ,, f ---\..-'.4 • 4 ..I r '; 44 ,,,_ 4 _ ,,---; ,..; f! s ' f/ "* •: ;( • .alb` - ....,...::"..t, "` ;- • - • t y,,e fi S ,a ,,.s N ' s 3s ,b- S. fib. , Q .4 . � • b A/ i—any'• `' '�..• :, IIH 6'135! ' y .. •w Tij Eve i {� ,j� � i ABOVE: The tree has a full healthy crown of foliage and leans southward into the utility lines. BELOW: A branch removal (arrow) would help reduce the load on the side of the lean and clear the utility line. '. 4•-:-.4t.t ; ! �. - - + ,�� . 1 . _..1 • i Vis~ „! • i r:” r t l' jv .