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VAR 1991-015CITY OF LA QUINTA. PLANNING & DEVELOPMENT DEPARTMENT 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 ECEIVELP MAY 101991 CITY Of- LA QU TAICATION FOR A VARIANCE PLANNING & OEVELOPMFNT OE Applicant: Chuck Strother 1 Address: 41555 bok Street Palm pesert. CA 92 Phone No. 64 69/568-2718 (City) (State) Zip) i0005182S10119T32A05-09-9550.00 J. PG+ SSD `4 o1c Property Owner: La Quinta Orchards Partners 1555 Cook Street Pa l m ,Dese_ rt . CA 92 f�O City) ( State) (Zip) Description of Request: Case No. Date Received Phone No..019/568-2718 Variance o■.oerimeter wall height alona Avenue 50 in order to comply with sound report of'a. wall 7'-6" above top of curb and on C.V.W.D. well site wall to be 8'O" to comply with C.V.W.D. requirements. 0460 Purpose of Request: To.save existing orchard trees along Avenue 50 and dimply with C.V.W.D. requirements. - Project Location: NI sec 5 T6S. R7F. SBBM Assessor's Parcel No. 769-71-077,028, Existing Land Use: Old Orchard being developed as Existing Zoning R-2 12000 • 029 Residential Related Cases: Npi hhhnr waltl is 7'-7" hjgh (recidpn+lai nrrler- �truc�ion) Legal Description of Property: trIgy be attached) Tuct Map 76574 and Parcel Man 26525 Justification: State the exceptional or extraordinary circumstances including shape, size, location and surroundings that apply to this property that do not apply to other ` property owners in the.same zone. Existina Orchard trees are 5'-0" from wall location, and cannot be maintained. if wall was to be set on a berm. State why the ordinance deprives the property of privileges enjoyed by other property in the vicinity and under identical zoning classification. Existing mature Orchard trees shoulj be able to be maintained:their 20•'-0" spacing, plus being 5'-0" from +hp wall prnhihitc the Ilse of h arming Lf fir trees are to he maintained. State why the granting of this variance does not constitute a grant of special privileges inconsistent with the limitations upon other properties in the vicinity or zone in which such property is situated. The mature grapefruit +rapt and data palms_will scale down the size of the wall The result wil be s'mil r o a 6' wall with new trees. This 6'-6" wall will be in keeping with the "oversized" wall of the neiahbors property which is 7'-7" tall. * * * * * * * * * * * * Signature of Applicant * * * * * * * * * * q�*I* * * * * * Date 5* O_l( Signature of Property Owner(s) Date (Written authority may be attached) Date IMPORTANT: Any false ormisleading information shall be grounds for denying this permit or variance. CITY OF LA QUINTA PLANNING & DEVELOPMENT DEPARTMENT 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Instructions to Applicant Filing Procedure The applicant shall submit the following items: 1. A completed application form. 2. Six (6) copies of sealed plans illustrating the specifics of the request. 3. Three (3) sets of mailing labels indicating the names and mailing addresses of property owners within 300 feet of the exterior limits of the property involved in this pro- posed project, one (1) photocopy of the above list, and one (1) set of assessor's mapsindicating the above property. 4. The planning fee as established by the Municipal Ordinance. Procedure By City Upon receiving a complete application package,, the City will process and review the case as follows: 1. The application will be reviewed for adequacy and a determination is made whether an Environmental Impact Report (EIR) is required. 2. If an EIR is required, the applicant will be so notified and a Draft Environmental Impact Report must be submitted by the applicant. Additional fees are required for EIR's. 3. If an EIR is not necessary, or if one is filed when required, a date for Planning Commission review will be set. The Planning Commission holds Public Hearings on the second Tuesday of each month, beginning at 7:00 p.m. in the Council Chambers, 78-105 Calle Estado. 4+. When processing the application, the Planning Commission will consider such factors as: a. Purpose of a Variance. "The purpose of the variance is to allow variation from the strict application of the terms of this chapter whereby reason of topography, extraordinary situation or condition of such piece of property, the literal enforcement of this chapterwould involve practical difficulties or would cause undue hardship unnecessary to carry out the spirit and purpose of this chapter.: b. Provisions for Granting a Variance. "The Planning Commission may grant a variance providing that it finds: (1) No special privilege is extended to one individual property owner, i.e., the circumstances must be such that the same variance would be appropriate for any property owner facing similar circumstance; and, The granting of the variance will not be injurious to public welfare, nor to property in the, vicinity of the Yr �•r ...4Vltltt i... K[:a• .. (2) (3) (5) The variance shall be in harmony with the general purpose and intent of the zoning ordinance and general. plan; and,. (4) A variance, if approved, shallbe made subject to such conditions as are necessary to accomplish the purpose of these regulations; and, In no event shall a variance be issued to allow a use not otherwise permitted in a alone." 78-105 CALLE ESTADO — LA QUINTA, CALIFORNIA 92253 (619) 564L2246 FAX (619) 564-5617 July 10, 1991 Mr. Chuck Strother La Quinta Orchards Partnership 41-555 Cook Street Palm Desert, CA 92260 SUBJECT: VARIANCE 91-015 (TENTATIVE TRACT 26524) Dear Mr. Strother: The City Council approved Variance 91-015, with attached conditions at a meeting held June 18, 1991. The above variance shall be used prior •to the expiration date of Tentative Tract 26524 (December 18,-1992), otherwise the variance shall be null and void. If you have any questions, please contact the undersigned. Very -truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR' Glenda M. Lainis Associate Planner GML•ccs Attachment: Conditions of Approval cc: The Holt Group MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 LTRGL.213/CS .CONDITIONS OF APPROVAL VARIANCE 91-015 FINAL JUNE,18, 1991 Variance shall generally conform with exhibit contained in the file for Variance 91-015, unless otherwise amended, by the following conditions. 2. The extent and construction of the 'perimeter sound attenuation wall along 50th Avenue shall comply with the requirements contained in the acoustical study for Tentative Tract 26524. • 3. If any of the, citrus trees located between 50th Avenue and the proposed wall die or are severely damaged or diseased these shall be replaced by trees of a similar size and type. 4. The Homeowner's Association. for Tentative Tract 26524 and Tentative Parcel Map 26525 shall maintain the perimeter. wall and perimeter landscaping. CONAPRVL.014/CS To : X From : Subject : Case : TANSMITTAL Ni _' 0 Date: 5/I14Mi CITY ENGINEER ---- CITY MAAGER FIRE MARSHAL PC- �i rtctor- COrRiJJITY SAFETY - Per PC, BUILDING DIVISION -- PUNNING & L 1VENT TM CT REVEW ECEitt MAY Vcxt-tang `l I - o, S P1A NING & DFUF VIM° A Crr-- 2 Cp524) PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY S/2-9 J I COMMENTS,: To : �C MD MP TRANSMITTAL MEMO Date : 3/ga91 CITY ENGINEER FIRE MARSHAL COMMLNITY SAFETY BUILDING DIVISION --- CITY MANAGER :1x PC, tire*r-- Pn r PC From : PUNNING & DEVELOPMENT Subject : PROECT REVEW Case : V cxt-tsotnc� 9 I- o i s (TT- 2 6 52 4) PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY 5/2-'1h COMMENTS : 01314_1(427044 sr.),A0-f-&-0 Nkt.4-eff approt, )Agyre, ,e6A-1-4,m )60., Id- be, Ak-Q- Gt ej_citta ha-ic��dbb 1,4461,. IY—e61"`" Lcie/uss .0b,„ S& - s i' sI_ • • e ►r truly. 4avt►• •• •• r• •. . NU:1• • ' r . T. S S. . _ '41 water ' . .e X2 V J 011 • tot 2; s .50i O. • ' t • o 1 .•• CII ta j • a a. • , r , t IPI mP jII , O••pp..■_r• . • • 1• f +• • • J . mat AVENUE LA QUINTA; CALIF: NE/4 PALM DESERT IS QUADRANGLE . ' • N3337.5—W11615/7.5 1959. •• PHOTOREVISEO 1980 • DNA 2731 III NE —SERIES Y893 • _ 1 AVCNUE • T. i S. • 0 .j .1 -R € EU M�lf .101991 . QuiNTA • PIAIRIINl & DEVELOP/Fr OEPT . • 1.• 1 • • t Applicant: Address: - 78-105 CALLE.62Z0 FLANNIma &mews — LA QUINTA, CAL MIA 92253 RECEPIED. MAY i 0 1991 .CIVf OF LA yu tganoN FOR A VARIANCZ 21)MNIN08 DEVELOWIT Chuck Strother . Case 10. Date Received i 41 Phone No. 619,568:2211__ ty State S 1 1°9-9_50.00 1 Property Owner: IL._.a0talar(1L41-L------rnr 41,555.,onk .Strept, Palmjlesart. CA 92,7p Phone No. 619/5684718 (City) (State) (Zip) . . . . Description of Request wAr;.rp on nprimeterwall height along Avenuei4.1.11 order to romnly with sound report of a wall 7'-6" above too of curb and on • C V W.D well site wall to"be 8'0" to r city witleJC.V.W.D. rpnuirpmpnts ofc Purpose of Request: • To SAVP existing orchard trees alone Avenue 50 and.romplw with C.V.W.D. reguirements. - .Project Location: pi SW' 5 T6S. g7F_ SR8M leseesor's;Parcel No. 262:21A2).028, 029 Existing Land Use: Old Orchard being developed as Existing Zoning -B.:2_12992_ Residential . Related.Cases: - , . Np;,,g7,,y1.-0 ;4, ie 71-7w.hs (reciitealp.1 nntlor Legal Description of Property: .fkay be aitacied) Tract MAD 26574 and Perrpl Mao 76525 Justification: State the exceptional or extraordinary circumstancee including &ape, size, location and surroundings that apply to this property that do not apply to other property WWII in the same zone. Ewlstino Orchard trees are 51-0" from wall location. and cannot be maintained If wall was to be set on a berm. State Why the ordinance deprives the property of privileges enjoyed by other property in the vicinity -and under identical zoning classification. Existing_mature Orchard trees should be able to be maintainedltheir 20'-0" spacing. plus being 51-0" from the %/di prnhihitc the ”,..42nf_barminn if _1hp trees are to.,bp meiptelnod State Why the granting of thin variance does not constitute a grant of -special privileges inconsiatent with the imitations upon other properties in the vicinity Or *One in which such property is situated. Th.. _ffinxtur P t.efrIIttrees Mkt& palms will Acilie 6101M-Ibe.,1)ze of tht_wall. The result viii be similar to'. 6' wait with new trees. This 8r-6" well will be In keeping with the "oversized" well nt the ntlahbori oropertv which Is 7'-7' trai- t/h. OW* *,* • OO**•00•***• Signature of Applicant Date 5 Signature of Property Ovner(e) Date (Written authority nay be attached) Date DOMAN: Any false or misleading information shall be grounds for denying this permit or variance. • 4 .V.,•:'••••;.,-..b• b••••••••••+•:,! •••:••••r! • ••• 4'!" !IS.. • t•n•• • .,••••••••.."..,.....'• n •• To • X From • Subject : Case : TRANSMITTAL MEMO CITY ENGINEER FIRE MARSHAL COMMIJIITY SAFETY --- CITY MANAGER BUILDING DIVISION -- PUNNING & DEVELORENT PROJECT REVEW Date •. MAY 2 2 1991 k v: Fs.-t 4.) i PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY — COMMENTS : /'RoPvsE, OrSJ ' Zs No 7 fJCc L-pi 79-e i / O / /i2 Cl/lr Z3c,h527mtt/j, Zn/ p'Q' '? 7-z />494-% /9OF e1s7 / 6r/2A/:-A/ Xe,on-) / f/z iv/1 7 Co - C S //or, c0 REcEritiu It 1N '- 41991 FIRE SAFETY SPECIALIST NAY 3 1 1991 C1TY ut- LP QUATA pumtzt4G 9<DEVE((WMS T n P1. To • RANSMIUAL MEMO Date: s/Zlji X CITY ENGINEER --- CITY MANAGER FIRE MARSHAL --- CO TJ'IITY SAFETY --- --- BUILDING DIVISION --- From : PLANNING & DEVELOPIVENT Subject : PROJECT REVEVV Case : - QGS Z-I- -o PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE; ATTACHED ITEM BY a- .g ok . COMMENTS : e To: T.ANSMITTAL MEMO Date : CITY ENGINEER --- CITY MANAGER ••• eft FIRE MARSHAL 21 PC. t>recT coma' SAFETY • Prcr‘ PC , BUILDING DIVISION From : PLAMING & DEVELOPNENT Subject: PROJECT RE'VEW Case : VoLt--tnce__ 9I - ci -4- NerL?I'se__ (Tr- 2 :isa(-4-) • PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY 5/2-`1hi COMMENTS : /OD ryp24,02ap47::d To : TRANSMITTAL MEMO -- CITY ENGINEER MI MD FIRE MARSHAL CCflhtJlTY SAFETY BUILDING DIVISION • MD AMAMI, x X CITY MANAGER • PC- Ili Pn:n PC, ®ate : 5/J .19 i ECEf, From : RAMING & DEVEL MAY 161g gi;� . GITY u� �,� �u1NiA Subject : PROJECT um & DEVELOPMENTD€PT. Case : von r--c►- 9 I- o► s -�-- s PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY. S/ZR' 1 COMMENTS : PO Od41/11r-ti? MAY 1 a t391 CITYOFLAQUI A Le,te/u • TRANSMITTAL MEMO -- CITY ENGINEER --- FIRE MARSHAL COMMUNITY SAFETY BUILDING DIVISION Date : 544l9 i_ - CITY MANAGER _X PC, D i re_c4z r - X PnLe PC r Fr®m :: PLANNING & DEVELORVENT Subject PROJECT REVEW Case : va nano 9 I - o ! s (r— 2 C=,524) PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY. Si2--9 / ( • COMMENTS : &ITY OF LA QUI WA PLANNING COMMISSION FILE COPY NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City of La Quinta Planning Commission will hold a PUBLIC HEARING on June 11, 1991, at 7:00 p.m. in the La Quinta City Hall Council Chambers, 78-105 Calle Estado, on the following item: ITEM: VARIANCE 90-015 APPLICANT: THE STROTHER COMPANIES LOCATION: SOUTH SIDE OF 50TH AVENUE BETWEEN PARK AVENUE AND JEFFERSON STREET. REQUEST: LOCATION OF A 8' 6" WALL ON 50TH AVENUE STREET FRONTAGE OF TENTATIVE TRACT 26524 AVE. 50 PARK N H PROJECT LOCAT7 0N W U. w AVE. 52 The La Quinta Planning and Development Department has previously completed an environmental assessment on the proposed Variance. Based upon this assessment, the proposal will not have a significant adverse effect on the environment; therefore, a Negative Declaration has been prepared. The La Quinta Planning Commission will. consider a recommendation for the adoption of the Negative Declaration along with the Variance at the Hearing. Any person may submit written comments on the proposal to the Planning and Development Department prior to the Hearing and/or may appear and be heard in support of or opposition to the proposed Variance. If you challenge the decision of this proposal in court, you may be limited to raising only those issues that you or someone else raised either at the Public Hearing or in written correspondence delivered to the Planning and Development Department, at or prior to the Public Hearing. The proposed Tract Map application file may be viewed by the public Monday through Friday from 8:00 a.m. until 5:00 p.m. at the Planning and Development Department, La Quinta City Hall, 78-099 Calle Estado, La Quinta, California. DO NOT PRINT BELOW THIS LINE PUBLISH ONCE ON MAY 22, 1991 CITY OF LA OANTA CITY COUNCIL FILE COPY NOTICE OF PUBLIC NEARING NOTICE IS HEREBY GIVEN that the City of La Quinta City Council will hold a PUBLIC HEARING on June 18, 1991, at 7:00 p.m. in the La Quinta City Hall Council Chambers, 78-105 Calle Estado, on the following item: ITEM: VARIANCE 90-015 APPLICANT: THE STROTHER COMPANIES LOCATION: SOUTH SIDE OF 50TH AVENUE BETWEEN PARK AVENUE AND JEFFERSON STREET. REQUEST: LOCATION OF A 8' 6" WALL ON 50TH AVENUE STREET FRONTAGE OF TENTATIVE TRACT 26524 The La Quinta Planning and Development Department .has previously. completed an environmental assessment on the proposed Variance. Based upon this assessment, the proposal will not have a significant adverse effect on the environment; therefore, a Negative Declaration has been prepared. The La Quinta City Council will consider a recommendation for the adoption of the Negative Declaration along with the Variance at the Hearing. Any person may submit written comments on the proposal to the Planning and Development Department prior to the Hearing and/or may appear and be 'heard in support of or opposition to the proposed -Variance. If you challenge the decision of. this proposal in court, you may be limited to raising only .those issues that you or someone else raised either at the Public Hearing or in written correspondence delivered to the Planning and Development Department, at or prior to the Public Hearing. The proposed Tract Map application file may be viewed by the public Monday through 'Friday from 8:00 a.m. until 5:00 p.m. at the Planning and Development Department, La Quinta City Hall, 78-099 Calle Estado, La Quinta, California. DO NOT PRINT BELOW THIS LINE PUBLISH ONCE ON MAY 29, 1991 yvflee • � 8 Irallk' :rill by n .., .VENUE 331/•,Well a II . • a n W ' 11 , a ... .a• • .n . a 1I d ou e==_s5?asz�fzzzan :\. / n II a fri Y a u . a II II II u' n II n un• " n • n .0 _j . u• n n, 48 n gffXn sa>=fq 7728 • Water t, • • n• n • 11 •:•. n °I . •50' LA QUINTA, CALIF. NE/4 PALM DESERT IS' QUADRANGLE N3337.5—W11615/7.5 1959 •PHOTOREVISED 1980 :DMA 2751 11I NE —SERIES V895 • a a " � r 54 3727 T. 6 5. 3726 40' 3725 r 'PEW' 1i• �Rlt�9i u n � M ,Y 101991. • CITY:Ur L.H QuiNTA PLAII14114 & DEVELOPMENTOEPT. • • 1 2 10 11 12 13 14 16 KI2 GAP /21 k I'a 66Z. TIU M -far aAt - "yA,Tl1 FIzAMai � vlset14�-1 KEYNOTES • In fl L4 II Woaros-rst'fit?I►. FPJ1f 7 1414-IB' F2[=-r.E55F-L7 E K� 17-OL J t7 d K �r Y 1 H i7IUD JkH1'E fz4ISEi7 L I%T�'� Sw-E NAME -rr-sr 'Y OW NER- 555. Gbh 7I NC PLAN FO tZ- LOGATIOt -J GONG rODfiNC� 61.It L••. ••' ' • ,� art l;Pvt -P ro*T L_J 1j1 11 3/ 11 Sa. TtJ - r1'4 T5 t1/&IJAL *r,60 nl Cgrry.,x. A ) lt L J r I" OWLI 414T !FadALL It•J FATI 4 I.1 SIrIL1 LATI n 6 &orp-- STREET SIGNS o , z LoP1=�ATo ti 1i 16 'THE ORCHARDS GATE SCALE: 1/2" = 1'-0" H I N E0 PO,-`r /Aced' foI:T E- - - - -'/4, F'ii-- I4 . I7 JIJ SWING! prE3 "P.M5 FOF 11 a 175/2"FoP- TNT 171A1k15 S �oy T oNLL. o 'E t4 GoEGasPE} RELoEt7 GD1: FIt3P Fee. -rHI:25.6.r7 IzOt7 EPoxY 6Er Pt2E-e.,Asf c.0LOI2 EP GONG.. GAPS 13Y en: 20- 25 P Mo;-To.P sir W K-1:25I14FoliN t3R M< coLuri N o'r' WALL ,1 � ,3 ,3r WAIL 1Yo 1\417 - / 4t1 2 z '-10 s r4c y �Y 3"n 3'/z''s 8'4" BFy1GK. 34," Pt,AhrrEF 0eLoj 14I4 P occurs Ia.0Ilr -ro 131.o.cK oL,olk WALL L�lN t:12-' oGGut L.J 11-1 p1„c.5-rEP• FINISHI. 0E-16K coLuMN D'/5,t;z -ror of L L.. r 1 � wIAIL J coLdtidiga I I�zy _ Ti g Tor / DT(. KAI L5 17,91 I Roth LII; r'IL ti' i4?i 4.1414 t IIILJ4 .poq( 115 GATE CONTROLLER G3 COLUMN! CAP G6 COLUMN SECTION G9 .50` PI,o.Ni-- GAP W'n-t 3x3'/zix ILYZ" PF-IGK. GDI.OlZ1✓17 rRP-.GA&T Gv ; 20 -25 L I 1.11�&dAL s�Ml 4 r .1T - FooTIt1/414 (tiT1-,c_4 ) e wgnAHT IR� 64LL M ldi5Ela? Its pAT' 1' 4KFE,tJ 6It1dLATIiq GvPp�Fz I"*ez.T11M f AHE * ti1 olJra11T IK014 Itt-IffM ALl 1 I5-711 L J it THE DUNES GATE SCALE: 1/2" = 1'-0" F15 1 <OPOF,.,ro.L L - to -oil 410.4.G 1 I N GI FO L WALL- FINI•$H LIIJ5Or31h.' RrVpAL. «fE LIt14 zinf bKIa1 < eat- M 3x 3;%/7. ,J3y " >peN 5cPv'v 4WD -ro >�I.o K. . 10 11 r _Atiir-K rIpJ1 1l �i}cAVE2 I N r L worm; ro BIZ rat r I o'' SQu,o.iz UND GOLUM er X Y Wb.L.L. racer -Nei P>✓e. / _II GIQADINGI PLANS N Orr•-• At" J o i 1J A. -7'-Ip1' LJ. >It roP or GoLL)MNN4 (a.-r $PICK LE J' J-) 14 8.-4-" 0127U P5 ATI✓s L JFDU611-r1 IProt..' ®1✓L.EGiONIG SATE or'S t3IzIGK cla.Tt� GOLuM N �►9 oPwN5K 0144 4141- I$" rLA JTER 4' 1-11 0 LEI ALL -------N. izETENrII014 4 EA o E 7✓ 61 .I71 P16t PLAN. Trt7U J1 1 •W.I. 1 1 1 1 1 1 L-___ I •••' • TELEPI-0/1 E f CCE 55 — cort0. . • GUIZ13 �jcPa.NSION ,J O I LL1 / t�1i2 ,L&-�i •t71NCB fO ELF TIoNS ) 1 LA QUINTA PLANNING COMMI'ION ;PY __J ^e- I I DATE PRINTED MAY 2 8 1991 5v g 1 �cl' EX112?T ..fin hS10 110. VOA GOL.012t7 FINISH GONG '/-0I HO. REVOSOOH3 / SR.MI aII OC 3 DATE e Holt Gro ARCHITECTS AND ENGINEERS 275 N El Cielo, Suite D-3 4734 Highway 111 TIMOTHY M. HOLT, ALA ROBERT K. HOLT, P.E JAMES G. HOLT, P.E GARY W. PIKE, P.E Palm Springs, California 92262 I3rawlcy, California 92227 ARCHITECT ENGINEER BNGI ENQ (619) 320-0045 (619) 344-8132 JOHN E I-IOLT, ALA AFRCHTECT OCOfA L SMITH, ALA ARCHTECT KEN'ETH G. SKILLMAN III, P.E aGINEER ROBERT M SLAUGHTER, L.S. SURVEYOR THE ORCHARDS GUARD HOUSE FOR LA QUINTA ORCHARDS PARTNERS AVENUE 50, LA QUINTA, CALIFORNIA,. DRAWING TITLE SITE PLAN & DETAILS A6 GATE COLUMN SCALE: 3/4" = 1'-0" A9 SITE PLAN SCALE 1" = 20'-0" SEAL o . tc' +':. F•JL•1• pfPi 28 100. ,11'Y vr t.rk quttATw P 1\1 111°ZG & DEV'ELOPII"ENT DEPT. DESSIGFB D. L S. PRC . F T Nav[JCfl 220.006 DRAWN R, C. J. SCALE AS NOTED CI-ECKED REVIEWED DRAWING NLRvOD1 A000 10 11 12 16 DATE 5-16-91 Ex/ST. 7 E7E 17,--------- LOT 1 TR. 26524 P,eO� F/4//5NE , 6/204./A/O. EX/5T E,20 /A/ // /% .B //LD/NG SET 654C4' UNE 50 TH AVENUE o,20R 43/6y GL.E , 7'.,' 05' / eo, uie8' Gu77E,e NO. ARCHITECTS AND ENGINEERS 275 N EL Cielo, Suite D3 Palm Springs, California 92262 4784 Highway 111 Brawley, California 92227 Ex/5T. T.E'EE-N4, 124/5_-.0 A7E-ANTE,Q i REVISIONS: TF 54.6.7 F:,eOROSEO Sf.,EEE�t/ WAIL TG 49.00 PLA67 R I • tti VA/2/ES .547'7-0 ,./7' 7-G4900 CVPB P.eOP A.G. EX/577 TeeEE ORCHARD LAN E R / W ,c3e0 CU,PB 7G46'.60 2% o,gcl/ARPO LA/VE 5C2EExi wALI TW/GAL C E'OOS SC4L E /" = 3' ¢"BR/CrC G,aP 7 w-re d -1 3ea 5E0 F..c// O G,eoUNO 50 TN. A t/NUE' 5GeEEAJ WALL SECT/ON /57L30 APPROVED DATE SCALE /" =3 DESIGN BY: P K.F. BENCH MARK: ELEVATION: EX/S7 7`.eSE 50 TH AVENUE LOT 7 TR. 26524 /% PREPARED UNDER THE DIRECT SUPERVISION OF: LC 33441 W. PIKE R.C.E. NO. 6/30/94 DATE _ REG. EXP. 7Tc 4e. /9 ORCHARD LANE FG 4837 ►-r /0.5 ' EX/S7 PALM r€EE VA,e/ES 907 TO 9 VAR/ES 8. /4 roZ57' f.,-EX/ST. EiPGV!/O ie&rENT/O,V .545/it/ P.c F/A//..,,f/EO csKOUNO s5' 20' !o' Ex/sT. 0�jjj4` .5 7wS6.Oo 9 VAR/ES 764 " TO 707' LOT 9 TR 26524 vA/e/ES 2.2' TO 2.77 ' ®® 50 TN AVE VUE SCIPEE/V WALL/ea:7A IA///VG WALL T YA'/G4 L_ CA70$S SEGT/Ov/ APPROVED ► BY: O.4 9 ELEV. 48. R.C.E. NO. DATE R.E.G. EXP. SCAL.E /" = .5' IN THE CITY OF LA QUINTA DATE PRINTED MAY 281991 SHEET U) F'/E'O. '.57 4/it//rt/6 TWA LL/ SO,PEE,t! W4.LL. ,EFTA/A'/A. WALL p' ,' E'O, ' F/N/5.47/E0 &,POUit/O OA/ /TN .5/17E of VVAL,L /v761 To 6.97' 87"' 7'a 8.97' 9.35' .L- TF 45:447 The Holt Group ARCHITECTS AND ENGINEERS m Q U) T►'5b.Gb S. N Tu./ 51,. 67 f�/QOP. SO.,E'EA/ Tw 5733 TOP OF W�I,LL TA/ 5,63.00 9.07' 7.02 7 6,9' P,QOF? TOE OF e" cue Paeac? F/rV/ 527 G.,PCY/x/D 7.i7' 709' 7:76' 7. /47 780' Pi20i? , //N/ ' ' G,POUit/O L2/1./ A/O,P77-' 5/06 OF WALL_ TF 45 667 Tic- 48.33 rL /g7.34 7-0 7_,=49.67 7-F490 rr 49.00 TOi' OF' FG0T/ivG ®�5O T// A ✓E/VUE 5C.E'EEAl Vt/AC..L /1e�7z /A///VG SOUTH S/OE HOR/ Z v e'r /"=$' TW 54.6;7 TF 48.33 ( p eo,' ' 5C.eEEEt/ WALL 7k/ 54. 00 WALL d'd0A/L E TOP OF W<lLL 5.47 TO /'. /7' APO„? F'AJ/s yEO G,E'OU,UO 55' TF 47/07 D.E'CNAPO LANE SC.ea'E / WALL 17A70/c/L E WEST' S/OE DESIGN BY: P.K.F. DRAWN BY: R.T.A . sc4LE: Haeiz / "= so' VE?r /"= 5' BENCH MARK: ELEVATION: LOCATION: cr ROf ISM Po.33441 -TOP of F"G1077ivv. PREPARED UNDER THE DIRECT SUPERVISION OF: cdali / GARY VV. PIKE 5/9/4 / / DATE 33441 R.C.E. NO. COLUMN APPROVED BY: N to 7.8¢ 50 TN AVEWvcJE. R.C.E. NO. O,E'G/7:4i,E=' stermer.c L EGEA/O 7-w = TOP pF WaLL = TOP OF FOOT/it/G, IN THE CITY OF LA QUINTA DATE PRINTED MAY 2 8 1991 PERIMETER WALL PROFILES SHEET 2 OF 2 SHEETS 4784 Highway 111 275 N EL Cielo, Suite D3 Palm Springs. California 92262 Brawley, California 92227 (619) 320-0045 (619) 344-8182 CHECKED BY: G.W. P. 9 �f AttF• 6/30/94 REG. EXP. DATE R.E.G. EXP. POR. OF NW. 1/2 SEC. 5, T.6 S., R.7E.,S.B.B.& M JOB NO. 220.002 E /' ± a 41. 47. (PG 49.0)/ 41I' 20' TREE M4/Nr EA�'19E EX/..s Ti2EE (TYP. ) EU/LO/A/G SET BACK L/NE MAX. W.S. 6'LEVAT/0.4./- P.POP. ,BF�P�'/ (P,c#6H, 4.7 51.41'=) E //GO/N6 ,000�j p MAX.. W.I. t)Z#4 F/LL1.1:5121* -� RBTe.A/77O'/ 545/N BOTTOi" / 4x/sr &,eO 4VO TYP/GAL_ LOT SEGT/ON SAGE ; HOOP/Z Tit 30' 2' DeEP FTb. _ BOTTOM 3 �f},z ELE4WY i\ IL '� R TENT/ON. BA4S/N LOT " 3- N189` 5 W -. ;4S 15d- f 47.2 � 1 LEAVE VERTICAL JO/ijTS N 2 -1;., 11 ' ifm467 l UN6ROUTE0 FOR ORA/I/46E THROU6H WALL 111/4 N 1=xisT. 7= .--4 1. C .V. W. D 5.06K NALL o,PROP. in WEL (A-69&O)r1 to ri SITE (Fe 47.5, MAX GRADE D/FTE,eENCE GN EACH S/G)E OF WALL /.0' _Al (Tv 4(0.l,1 T(, *7T F6 4(,.7 (77, 45.9) i coNT2vcTTruro io' 16A7E5 20' WIVE 4 alE 3' p FDE5i.1 BATE. rW 55.53 7 PP 16.0 t44 53'-2 3" to F(745.9h F(,45. 24' 12,E PAD F6 45.5 fb 3.0 art/)_ F5 43.0 SCALE: 1" = 50' The Holt Group ARCHITECTS AND ENGINEERS 275 N EL Cielo, Suite D3 4784 Highway 111 Palm Springs, California 92262 Brawley, California 92227 r320-0045 344-8182 Tc 47. 20 0 440.3 Ili F54(CA =13 3.17' rc 4/.,04 86.88' cr of BOTTOM ELEf/44.69' 110.19 35' ITREE MA/ivr. EASEMENT • ti 0.4± ET ..A1174)A/ 845/4' 8077Vfl 23/0e/8' .PGxtGZt�'Y \ Tc 47. 0 N 89° 53'23" W " 152.61' /Tc 47.70 • F& 4(o.' FG4'7.3 FL^ 47.0 , Fs 47.0 I% F5 46 .c, nor 168.00' /5. 4 BASIS OF BEARINGS 0 M 8' M 4A C,Ede/'V ' ( SEE LANDSCAPE • 2IVEN_UE THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 5, T6S., R7E., S.B.B. & M. TAKEN AS N.89°51'05"W., PER PM 137/12-13. 1%f F(> 47.5 103.40' TW TW F",t'OR B6RM (P'///6H) 4:/SLOPE S/L In/it PLA/t/S) S&E- PLAN'TER W:4LL LEGENUD/Ti S 89_°751'05 -I \ Tc 48.5io N 89° 53'23" W 199.79" TG 4790 BRIARkiliOOP 102.79' 97.0)0' F547.3 27 48.5 F5 4-1.I • 53' .�4 .00' 31482 PAD .3 T Tc 48.54,0 7 fI T.?EE I r/4/NT. E4SEMEivr, 2' DEEP.._.. fr& ) 310.d - 1045.00' --. .144:0ti, \ F& 479 -�-'� Tc 48.13' Fv 41. 6 ' F6. 41.3 tl% A %\ EX/ST TREE (TYPJ BU/[.O/it/G SET B4GK LINE CY.EVAriaV BU/LAW/6 PAO 1.5' ± F/LL 'EX./ST. GAY/,VO RE7}vr/O// B4 S/4/ BOTTOM MAX. W.6 EL6var/O<% B4S/A/ s 077Vl 7 T Yf'/G4L LOT SECT/ON SULE NR/z, /"= 30 VRT- • /" a /O''�1 ,.' PADA4-- 1'v° g/o Tc 47 90 . /_- TO NI E GA rE... -- 89° 53'23" E 11121.91' 14,4.00' DRAWN BY: J.W.S. • 3.0 • SEE SHT. 3 1 68.00' - 7c47.90/ TRACT Na 26524 CHECKED BY: G.W.P BENCH MARK: ELEV. 40.110 4.5 MILES WEST OF JACKSON STREET. INDIO ON HIGHWAY 111 2..75 MILES SOUTH ON WASHINGTON STREET'. 350.0 FEET NORTH OF CENTERLINE OF , AVE 52. 30.0 FEET EAST OF CENTERLINE OF WASHINGTON STREET. 6.0 FEET SOUTH OF POWER POLE #989270. A 1.25 INCH IRON FPIPE 0.2 FEET HIGH. IN SOUTHEAST QUARRTER OF SECTION 6 T6S-R7E. FB D-:31 PAGES 75 AND 41. 49.as PPOP8.5 r-� 5 49 PAP_.5e Fs 4"1.G 76483 FG 4-1.4 r I1= , 47. 1% TG 47 eo r& 40.1 0 /• 50.1 `1; PROD BERM. (/'f//611) 4.'/ SLOPE / . /N6 vozvA 201 IreEE A/NT. ?DEEP -- PPG . %c49.20 N 89° 53'23" W 131.11' TC 49.2o Tc 43.97 24 PAD Es9Z9/� I% F5 4-i.s 5'?.3 Tc48.32 / *4f1.7 w /8' F647.1 155..31' EMERGENCY ACCESS RQ40 TYR/CAL SEG77O4v - N.Ts. 0 0 PREPARED UNDER THE DIRECT SUPERVISION OF: / 1..(2'/./«. /-`. GARY W. PIKE , 4 L , DATE 33441 R.C.E. NO. 6-30-94 REG. EXP. 4.1 eta/GO/NG O5 SET B4GK L/NE ti-EX/5 TREE %nr I,. 35' GAA/O. C.4,Z"L /fA/Nr6NANc, gEASE.''rE�vr �r �.mm-4� 1 Nn a� O' EX/ST/N6 . GROUND e K/ST TREE G4NOSG4PE /1A/Nrr./V4NCE TY/'/GAt L SEC77ON ',1 / 7 A EP ito���� F. 2_ 4 Fr, 46.5 3'23" - 24 22' 4 �. 148.84' • 49. 7 \ P& 47.5 \ 7-24/s7.3¢rf -T, - 400 47 APPROVED) BY THE CITY OF LA QUINTA CITY ENGR: FRANK REYNOLDS DATE 32740 SEE S/fT. 7 _-- R .•LDE 74/L R.C.E. NO. 6-30-94 REG. EXP. VACANT IN THE CITY OF LA QUINTA TRACT NO. 26524 ON=SITE GRADING PLAN DATE PRINTED SHEET 2 OF SHEETS FILE NO. (T& 45.1) (r� 42.t (T& 40.9) YG'la 5 IA LC? F6. 45.7 F& 13.0 !FG434 76 457 F543.0 N 09° 57'06" -173.54' F& 43.3 (rr111.$) -I F6457 F643.1 13 44.25 FAD 450 - F6 42.0 F& 42.0 & 43.3, Ft, 42..0 Fr; 42.2 l 43.0 p1w0.. F& 39.6 FG 434 1;5 4 2.4- 5,4D -43-4- TG40.50 207.06 (T6 38.5 6.9 203.51' TG. 46.6 4 7. 6 `'�-'' TG 470 T643.0 TC 45. 45 S 89° 48'2 re 95.95 V86.88' 4:I 76 44.00 38 M. 43.00 PAD 45.0 T644.0 156.43'rc 45.�10 PAD 44.6) 44. / as cc • .o 'o TC, 437 43.20' - TG 43.30 S 89° 57'06" E 153.32' 7-C42.69 TC43.0 4Z7 432 PAD_444 - TG 40. 9 / !r-6 40.2 42.6 7 TG45.5 F6 42.0 FG4 3.0 1% T6 42. TRACT FG 43.7 1 68.00' -re. 45.0 Ti,44.5 FG 43. 9 T6 .43.9 174-33 PAO -43-- 41 PAD 45.0 T6.42.9 T& 44.5 TC, 4-5.5 SEE 5.4/77 2 F644.5 -- 43./13.4 FG 43. > 44.3 • T& 43.0. Tc43.u4 BROOKVILLE 7- 43.7° 2% T640.5 112.31' F, -42.6 _ I _\/ TC, 41. 3 YZ% T& 40.5 Ta 4 3.70 43.3 Y 155.31' F6 45•0 142.48' T6 43.3 T& 43.3 T( 44.3 Tc 44 F& 43.7 fI•I% FIA 'ri' 4344 6 PAD- T6 43.0 T(�43.0 F& 42.7 19437 T& • 41.70 T 2.% T& 40.5 T693.5, TC47.80 F6 43.7 � 44. s PAD 45.0 Tc45.60% � TC43.60 S 89° 57'06 iEiE l 1 16.54' re 45. 61 TC 43. 6o - 96.0J2' y F& 42.41; -- -- I e /. 50 - TG 4 • 0 rG 4/. 50 i 1, `' ' 77-6 40 50 I I I I 0.6 7-6 4/. 50 T6 4 4 f 167 6' 144.06' 168.11' \. ...,_.�.168.01' ..e..A. siiimivAilll=111.11111M11111111111191111111111111116. AMMIIIIMEMIN11111. _ agaiiim=p. _d111.IIIIIWA,M=IIM,M11MCrMIMIL 4611111=UMWAMI.k 2 0 4.3.S PAD 44.0 [TG 37441- SCALE: 1" = 50' PROP WALL ARCHITECTS AND ENGINEERS 275 N EL Cielo, Suite D3 Palm Springs, California 92262 4784 Highway 111 . Brawley, California 92227 T6 4/.2 0 40.6 168 '8' Exis( crawly oRC4-1AIZD LANE_ r{rlGitcL . 5 vied t.mkirl (619) 320-0045 (619) 344-8182 76 4 1. 20 [T� 38.85] . /.' TrT2r EXi i 6RDU N D. /0' 5 _ P,POP 6 ' �L 'FENCE 141 15' Io c u:ts. REVISIONS: APPROVED DESIGN BY: DRAWN BY: J.W.S. CHECKED BY: G.W.P (i ,3°15) ETc3a14] -5 4 % 9OL F5.45:.3 7z 47.80 .'64A7 FG 40 0" ' ? 42!O 3; . 2 F!, 43.5 6 1(r.7 46.3 22 l ' PAD -48 r P,D .475 PSI D PREPARED UNDER THE DIRECT SUPERVISION OF: 6 [TG 38.5&EI BENCH MARK:. ELEV. 40.110 4.5 MILES WEST OF JACKSON STREET. INDIO ON HIGHWAY 111 2. 75 MILES SOUTH ON WASHINGTON STREET. 350.0 FEET NORTH OF CENTERLINE OF AVE 52. 30.0 FEET EAST OF CENTERUNE OF WAASHINGTON STREET. 6.0 FEET SOUTH OF POWER POLE #989270. A 1.25 INCH IRON PIPE 0.2 FEET HIGH. IN SOUTHEAST QUARTIER OF SECTION 6 T6S-R7E. FB D-351 PAGES 75 AND 41. ! /e;', //A-4 33441 GARY W. PIKE R.C.E. NO. f r i.' DATE 6-30-94 REG. EXP. 46.9 F" 1T. 3 ' 4Z4 TW 52.33.` E5141 46). o 164.5.o 1 S 80° , ,� 32 i- .,- r r r 96. S r6:2 I 109.97' 717 rws/.67 6W 45.0 13441.0 6•14. (45•0) 4 3_ 5 - CTG 3790 l iPROP 6' 06/1 I L1"G 3.7.261 i3LOCk WALL (y� GKF'r _UMPI STIJNE BL.OI.� .SrxiTN 5/OF r0 � y4/NTH Sy oY. 0 tit 4/(rr J SEC7-/OAf APPROVED BY THE CITY OF LA QUINTA CITY ENGIR: FRANK REYNOLDS DATE 32740 R.C.E. NO. 6-30-94 REG. EXP. PA D/44.2 15161.(37•2.> _ DATE PRINTED MAY 2 8 1991 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 5, T6S., R7E., S.B.B. & M. TAKEN AS N.89°51'05"W., PER PM 137/12-13. IN THE CITY OF LA QUINTA TRACT NO. 26524 ON -SITE GRADING PLAN POE'. OF NW //2 SEC. S, r. 6 S. , ,P. 7E. , S BB!M. SHEET OF 7 SHEETS FILE NO. 220.002E #4 C 48" O.C. CHANGE IN MATL SPEC. OR BAR SIZE/SPACING 8" C.M.U. #5 AT 24" O.C. 12" C.M.U., SLD. GROUT ALL CELLS #6 AT 8" O.C. OMIT HEAD JOINT IN FIRST COURSE O 32" O.C. FOR WEEP HOLE. —/ CHANGE IN MATL SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT #5 AT 16" O.C. #5 AT 16" O.C. 12" C.M.U., SLD. GROUT 6" C.M.U. 2" til 3" (......e._. •" 3" #5 C 16" O.C. — 4'-0" 5'-6" 3" RETAINING WALL Scale: 1" = 3' (SOUTH) PARCEL MAP No.26526 4 0 48" O.C. OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE.-� #5 AT 32" O.C. C C.L. GROUT REBAR CELLS ONLY III 2 3/4" #5 C 19" O.C. 5-#4 BARS 114 ai4 tM 4-#4 BARS 2'-0" L1. 4'-0" L1' RETAINING WALL Scale: 1" = 3' (WEST) PARCEL MAP No.26526 #4 0 48" O.C. 1' MAX. GRADE [JIFF. ON EACH SIDE 0)F WALL 2-#4 BARS 2'-O" SCREEN WALL Scale: 1" = 3' PARCEL MAP No.265216 O a co c0 N #4 0 48" 0.IC: CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M:U. #5 AT 16- 0.C. #5 AT 16" O.C. OMIT HEAD JOINT IN FIRST COURSE 32" 0.C. FOR WEEP HOLE. / 2 3/4" 7 12" C.M.U., SLD. GROUT #5 AT 19" O.C. #4 0 48" O.C. CHANGE IN MATL SPEC. OR BAR SIZE/SPACING 8" C.M.U. 3'-0" 1'-6" 4'-6" a N $ a4 M O 4-#4 BARS iv RETAINING WALL Scale: 1 = 3' (SOUTH) PARCEL MAP No.26526 #5 AT 32" O.C. C C.L #5 AT 32" O.C. C C.L OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE.-.. 1'-0" 0 / 10" C.M.U., SLD. GROUT #5 0 19" O.C. a CO .'- 3'-0" n $ a 0 to a I a aT 2-#4 BARS RETAINING WALL Scale: 1" = 3' PARCEL MAP INo.26526 CHANGE IN MATL SPEC. OR BAR SIZE/SPACING 8" C.M.U. 111 in #4 0 48" O.C. #5 AT 32" O.C. C C.L. GROUT REBAR CELLS ONLY 8" C.M.U., SLD. GROUT #5 AT 32" O.C. OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE. ar CO =n='1 ^.-.2 3/4" 3-O " a M I .M 2-#4 BARS RETAINING WALL Scale: 1" = 3' (50th. AVE.) #4 0 48" O.C: CHANGE IN MAIL SPEC. OR BAR SIZE/SPACING 6" C.M.U. #5 AT 32" O.C. GROUT REBAR CELLS ONLY 8" C.M.U., SLD. GROUT #5 AT 32" O.C. 8" C.M.U. OMIT HEAD JOINT IN FIIRST COURSE C 32" O.C. FOR WEEP HOLE. <0 3 1/4" 2 3/4" 2'-0" 3'-0" 0 I #5 0 19" O.C. 4-#4 BARS 1,_0" RETAINING WALL Scale: 1"= 3' (SOUTH) PARCEL MAP No.26526 #4 C 48" O.C. #5 AT 32." O.C. C C.L GROUT REBAR CELLS ONLY • "up GENERAL NOTES si MAX. GRADE DIFE ON EACH SIDE OF WALL *o a Ib 2'-6" I M 2-#4 BARS SCREEN WALL Scale: AVE.) T.M.26524 / PM 26525 1. MASONRY UNITS SHALL BE GRADE N NORMAL WEIGHT UNITS CONFORMING TO AST C90, LATEST REVISION WITH A MINIMUM COMPRESSIVE STRENGTH (fm) OF 1,500 PSI 2. MORTAR SHALL BE TYPE S AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXE IN THE RATIO BY VOLUMES 1OF 1 PART CEMENT, 1/2 PART LIME PUTTY, 4-1/2 PART SAND AND SHALL CONFORM TO ASTM C270, LATEST REVISION. 3 GROUT SHALL BE FLUID COtNSISTENCY AND MIXED IN THE RATIO BY VOLUMES OF PART CEMENT, 3 PARTS SANJD OR 1 PART CEMENT, 3 PARTS SAND AND 2 PARTS PE GRAVEL GROUT SHALL ATTAAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 2 DAYS OF 2,000 PSI. 4 CONCRETE SHALL HAVE AN IULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,00 PSI MINIMUM UNLESS NOTED OTHERWISE. 5. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, LATES REVISION AND SHALL BE GRADE 60, NEW BILLET STEEL 6. ALL BLOCKS SHALL $E LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO B FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CEL MEASURING NOT LESS THAN 2' X 3'. BLOCKS SHALL BE LAID IN RUNNING BOND. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM AND INTERVAL NOT EXCEEDING 192 BAR OIAMETERS. BOTTOM OF ALL FOOTINGS SHALL BE TREATED AS NOTED IN WALL PLAN PROFILE AN PLACED INTO COMPETENT UJNDISTURBED NATURAL SOIL OR CERTIFIED COMPACTE FILL OR AS NOTED ON PLANTS. 9. BLOCKS ARE 6" X8' X 16", 8" X8' X 16', 10" X8' X 16' AND 12' X8' X 16' BLOCKS, AS APPLICABLE. '10. CONTRACTOR TO SUBMIT SAMPLE OF BLOCKS PRIOR TO START OF CONSTRUCTION TO ARCHITECT OR DEVELOP'ER FOR APPROVAL 11. BACKFILUNG SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS AFTER THE WALLS ARE BUILT. 12. NO REVISIONS SHALL BE 1 MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 13. , TYPE II CEMENT SHALL BE USSED FOR CONCRETE. ;14. LOOSE MORTAR FAWNG INTTO ANY CELL THAT CONTAINS VERTICAL REINFORCIN STEEL SHALL BE REMOVED FPRIOR TO GROUTING CELLS. 15. RETAINING WALLS EXPOSED TO SUBGRADE SHALL BE WATERPROOFED WITH CHEM-, TRETE RSM BY TROCAL, POLYGLYCOAT CONSTRUCTION PRODUCTS, INC. OR A ENGINEERING APPROVED EQUAL APPLY PER MANUFACTURER'S SPECIFICATIONS. 16. COMPACTION ON THE RETAINED SIDE OF THE WALL WITHIN A HORIZONTAL DISTANC EQUAL TO ONE (1) WALL HEIGHT SHOULD BE PERFORMED BY HAND -OPERATED 0 OTHER LIGHT WEIGHT COMPACTION EQUIPMENT. THIS IS INTENDED TO REDUC POTENTIAL "LOCKED -IN" LATERAL PRESSURES CAUSED BY -COMPACTION WITH HEAV GRADING EQUIPMENT. 17. THE MASONRY IS DESIGNED FOR UNINSPECTED STRESSES LEVELS, WHERE F'M = 1,50 PSI, N = 25.8, AND Fs = 24,000 PSI. 18. WALL HEIGHTS AND RETAINED SOIL HEIGHTS INDICATED HEREON ARE MAXIMUM VALUES ONLY. THE GRADING PLAN INDICATES THE ACTUAL VALUE OF THESE DIMENSIONS. DATE PRiNTED MAY 281991 The Holt Group ARCHITECTS AND ENGINEERS i (619) 320-0045 (619) 344-8182 i NO. REVISIONS: APPROVED DATE DESIGN BY: P.K.F. DRAWN BY: J.W.S. CHECKED BY: Q No. 33441 PREPARED UNDER THE DIRECT SUPERVISION OF: W. PIKE DATE 33441 R.C.E. NO. 6-30-94 REG. EXP. APPROVED BY: 32740 CITY ENIGR: FRANK REYNOLDS R.C.E. NO. (DATE 6-30-94 REG. EXP. IN THE CITY OF LA QUINTA TRACT NO. 26524 & PARCEL NO. 26525 WALL DETAILS SHEET R1 OF SHEETS JOB NO. 220.002E i 275 N EL Cielo, Suite D3 Palm Springs, California 92262 4784 Highway 111 Brawley. California 92227 G.W.P. At Goriv>; 2 A P I' I 99 I 92 12„ M "tor' I"4a.TU tM� a��� J4IIT t1MIa 14 , G'Llt� KEYNOTES 0 AURA c0 H I$oc p F -r $1'r-IN ''AIWr t7 t4I-hi izF��ES E?),\c Oi- I7 t7A4::2K �t Y 7 HR 95D IUD I„1I-rl1'6 FoAl t7 L.r r1 N o rE o Fe- s�OEEMP PtzL-no►.1 GONG. root- NCB 0- v• G"T�IJn�I��, *EZ 99-AI L f I I 1 L_J II II —�rtoti ro�T 7klawf rooTtt‘lei II It W411 sQ. TtlgE- r1 4< TS t,1/ 1JAl- rAGI 1J 4 (rr17-ax. 4") 041-1IIiJ ALL gI; rI1i IT PP (NI 5IHU LATI /46 6919r042- STREET SIGNS 16 /THE ORCHARDS GATE it- HIN60P 4 ra�T pW'1ts�5.. z hi0M4:2ATOF? du 1V17 1 Olzct .PP5/2"F'P 1145. DL1t 5 -r� L OI.. F. LPN Oyt ION Piz5-eAsT e-oLc Ell GONG. 5 14 PE GPI: FIS P F= t8 t3 -rHFl✓.c.125t2 tzar? t✓PoxY 6,r E OLOIZED GONG. GAPS 13Y ea: 20- 25 MO42-i602. SE✓Y W/ K-Fz INFO17-tN OVE. coWALLuL IN WALL 135YoNv II Ii J 0' srr izu Ns 3OWGK.x 8u4 360" PLa.Wf1 BELotA t4W5P OGGUas �Ia,e,u. -fo � r 13LAK II LA&LL W H 1:2- W I7'H pt A grEiy FINISH. e 1oK2oLuMtt �1� oi' or eol.thitl DsTAtL I'/z �Gt. T1 f3i= Tor r0f f. KAI L. IJRDLJ F11 !Roll g51-I EF ��.! t:L PEist4 t3 O JJE SCALE: 1/2" = 1'-0" 115 6" .IaId4.5r' GATE CONTROLLER G3 COLUMN CAP G6 COLUMN SECTION A6 310� PLaNtf-51e--- GAP w irk! 3x3'/aix Its I EWA Mc coLoRE- ' I-61 I,4 rm-4A61 4niz. m11312900/ 11'K -GA&T T� a::; 20 -Z5 r1 TOP Or L4A L - to-o'I 5 EiRI.7ING1 PLA►v raFz WAIL. FIN15H it 1V B L, A LI!J5 Or REvrPAL 1NFiL roo(INl�/ -ro •OeM r to" SQL J.A V N GOLUMM. Wb.I.L F=oorlt A fr-5..12 Gra�.DIN� PLA►`I Y bizj 3x'h x8 N CK tj% gt.A.G K. . 18" nAIJTT royi L_J n 1/ II 1.1/adAL SrAGi t,(4 ofrtzey,4") 0 aP 1 F� I R� ALL p6TLP A 4t� 61M11LA11 I"6ez.-1'11�t% r-u&I1 r � c.11Ko(J/1I 1 T I 4LI�: tiPALIvt,1 I5- 7't THE DUNES .GATE; SCALE: 1/2" = 1'-0" F15 �FIZ y1LI g!1 t �' eat- M N lard 6f D ro /10114 +cAVE Z Tar e'F 2wM .r' IK LEv -) �I, $ 4LL 5G T i' GATE COLUMN SCALE: 3/4" = 1'-0" A9 oFzIGK �artE GOLuM N rI fr;r0ONt 6'01414 LIALL-->, G iJc i Qr I �oKi t�L1r�N 1 G oPSNi 181'1-IIyll rLAIJTErz 6,' 1-1Iyi.I NALL �1='i�F-rliDt�t LL.Q}i4 55 61104471h161 PLAN. SITE PLAN 5,41:P WSION .J O I K.[r. A t1ALT rAYIIJ4 214"L UP eat44, 'At,1P-- M 0)41 1a FATT-tsIrr et.kizq-GoLor 5t2 -6' 1410 IJAILL 0)414114 36I-II4E1 r •c - . L.d.►`tl•J5GAPE PLAN 'Oi� LJALL 121-,4...1 L6-61 V-A 71 NG1 Fob ELF/ TIoN S ) • PPR3VED BY CITY COUN tiPrTovED commissi BY ,Ail iC ac-1(I ctei EXHf 'iT Lockg, op Iv 4.6 \16eAkc. SA E NO oLo �Et7 ..LT FINISH GONG SCALE 1" _ :20'-0" 91-015 ATS DATE PRINTED MAY 2 8 1991 H3. ff:REVE 5ICMS / eILDIBPAOSSOCMS MITE e �lt ARCHITECTS AND 'ENGINEERS 275 N El Ciclo, Suitc D-3 4784 Highway 111 Palm Springs, California 92262 Brawlcy, California 92227' (G19) 320-0045 (G19) 344-13182 TIMOTHY M HOLT, ALA ARCHITECT ROBERT K HOLT, P.E. ENGINEER J01+1 E HOLT, AILA DEBRA L SMITH, ALA ARC1-ITECT ARCHTECT IL 3 JAMES G. HOLT, P.E. ENGINEER KEr'1t ETH G. S IL_MAN III, RE BVGINEER GARY W. PIKE, P.E ENGINEER ROBERT M SLAUGHTER, L.S. SURVEYOR THE ORCHARDS GUARD 'HOUSE FOR LA QUINTA ORCHARDS PARTNERS AVENUE 60, LA GUINTA, CALIFORNIA,. DRAWING TITLE SEAL Its u--e-, MAY 28 loot IT Y U,- lf, VU I tiITA 1P N1;:u c D:'>aOP EJTDEPT. SITE PLAN & DETAILS DESIGNED D.LS. PROJECT FLANKER 220.006 DRAWN Ft, C. J. SCALE AS NOTED CHEF REVIEWED DATE 5-16-91 DRAWING NJ OM A000 50 TH AVENUE /% Aeon c.RB GU77'E,e VAE/ES The Holt Group ARCHITECTS AND ENGINEERS 275 N EL Cielo, Suite D3 Palm Springs, California 92262 4784 Highway 111 Brawley, California 92227 X/57: • r/eEE LOT 1 TR. 26524 O,QOP F/A//SNEo 6.•204J.t/O. EX/577 GeOUNO au/L.o/A/G , SE7' 134C. G./A/E /o/20.E ,B/cyGGC: ,' rc/ (619) 320-0045 (619) 344-8182 NO. REVISIONS: Ex/5T: rieEE-yh, 20/ /24/.5EL2 PGIJNTE/Q r, 4.6 7 P,POPO5E0 SG.QEEAt/ WALL TG 49.00 I //`\\v/�i�\` 2.5 / vA/2/ES .5 47' To (,. /7/ =aS, , � a P/E'Cle C!//2B f='/e01? A.G. P/POf? GL/RB / rc 49 82 Tc 49.. 00 TP 49.82 TG436.0 / 2% %'/ 46TER Qh EX/577 r/eEE ORCHARD LANE R / W VA 2/ES O4'7' TO /• /7' .®.,,_ a'ec/ /.4/e0 LA/V5G2EEAt/ WALL ownwie TYP/GAL GRc'SS SEGT/OA/ 4"BR/C./C GaP TWS6.6 SCALE: /" = 3' laeO b5EG. F/,vfa4'Eo G,EOUNO , , 50r APE !JE 5 e5EA/ WALL .. SECT/OA/ /5/.30 SCALE /// 3. APPROVED DATE DESIGN BY: P K.F. DRAWN BY: R R.T.A. CHECKED BY: G.W.P BENCH MARK: ELEVATION: LOCATION: EX/577 77eEE 50 TH AVENUE TG4.9./9 2% LOT 7 TR. 26524 It PREPARED UNDER THE DIRECT SUPERVISION OF: 'DATE 33441 W. PIKE R.C.E. NO. 6/30/94 REG. EXP. ORCHARD LANE 4637 R/tit/ /0. 5/ —EX/sr , i 'i T.2EE Ex/sr. r/eEE- r�— V4 e/e5 907 TO 964 ✓AlEVE5 6. /4 TO 7.S7' EX/ST. Ec•PYX.I!/O REr ,v 'o l/ 414S/A/ P,P�F/N/5.AlEO OUNO Sttl TwS6.00 P/e01? sceE�// R-L- VA/0/ES 764' TO 707' 9 LOT 9 TR 26524 I' V&,ei5 2.2' TO 2.77Nedr 25 20' ® 50 TA/ ,QV VVE SGR'EE/V W4LL.,ir 1JZ !AN/VG, \,t,/ALL .� TYP/G.4L c/2 SS SEGT/OA/ SCALE /" = S' APPROVED BY: R.C.E. NO. DATE R.E.G. EXP. DATE PRiNTED MAY 281991 IN THE CITY OF LA QUINTA PERIMETER WALL CROSS SECT I 0 N S POR. OF . NW. 1/2 SEC.5,T.6S.,R.7E., S.B.B. Bc M • SHEET I OF 2 SHEETS JOB NO. 220.002 E 4784 Highway 111 U m i=.E:Of? 'PE7A/A 7A/ , - WALL/ Sc�eEEA! ,, VC/ALL- • P�POP SETA/it//A/&' / .5G.PEE/t/ WALE .�.PO.� ,/N/S//EO GRc:.,AJ O / ./T/-! -5/0E OF WA11- TA/ 5633 6,•761 ro 6.97s Sid/ re. g. 97 TV/ 5600 WALL r m _ 135' 1_ TF 45:66 The Holt Group ARCHITECTS AND ENGINEERS 275 N EL Cielo, Suite D3 Palm Springs, California 92262 Brawley, California 92227 1.07' I! N U) 51067 f SOP. sr�N bt/4LL r- TU./ 5 7 33 =rOP O.c- w.aLL- TW 523.00 _7.409' P.E'D/? TOP OF 6" CURB .453eG3r' F/A//3/E� 7:77' -7.7(0": 7./3 1=7/20P PYN/S•//F -7 - G,PO /AJL7 O4/ A/O'e // S/OE OF WALL_ (619) 320-0045 (619) 344-8182 TF48.53 TF49.0 rF4967 774/S7 34 7-0' TOf' OF .FGY>T/i /G "D rid/ AV EA/ E SC•QEa VVA L.L /de�lz /Ah/A/G WALL i o.=-/L E s em./ 5/i7 .5GALE : /-IOR/ Z /''- 50 vERT- /"_5' Tk/54.67 COLUMN TF• 48. 33 p. 'ae 5r.,�EA/ Lt/ALL r 7k/ 54. 00 of ',VALI.- 5.47 TO !o. /7' (--/:::€0.z? P/At//5/✓EO GkOUit/CJ .551 TF4-7.67 O /7'i4APO /VE SCR' a'E A/ IA/AL L ,"E pfl/L E .�,., WEST sioE DESIGN BY: P.K.F. DRAWN BY: - R. T. A . scAL.E . /OE'/Z / "=50' VERT /"=5' BENCH MARK: ELEVATION: CHECKED BY: G.W. P. LOCATION: OfES W r9. 33441 CIVN CAVy TOf' OF FG10T/A/G. PREPARED UNDER THE DIRECT SUPERVISION OF: 40, 33441 / GARY/ . PIKE R.C.E. NO. S' 6/30/94 D TE REG. EXP. APPROVED) BY: fOLU4Cit/ 78¢' rF4 00 50 TN .avE/VUE R.C.E. NO. DATE R.E.G. EXP. O�Cf/A.PU GAA/E ,�� Lr EGENp 7-14./ = TOP OF ►A/ALL _ -�' = F-ooTic/ .. IN THE CITY OF LA QUINTA DATE IPRNTED MAY 2 8 1991 PERIMETER WALL PROFILES POR. OF NW. 1/2 SEC. 5, T.6 S., R.7E.,S.B.B.& M SHEET 2 OF 2 SHEETS JOB NO. 220.002 E (PG 4.9.0) 47. 4i 2XIST. 7=7 " ?. LOGK VALL (FG 48. o (Fe 47.5 /TAX GRADE D/FfEREVCE Ory EACH S/DE OF WALL d -A (Tv 4(D4') -rG Ifo:7 F6461 (7& 45.9) 0 0 0 /'f 44 .7.4/,vr EX/ST. Ti '4 • (TYP. IO'¢ - V fl4X. W.S. ELsv. RETE./T/OA/ B45/A/ Bono/ 7 41 8951 '5" �W \FS48o LEAVE VERr AL JO//IT5 N z UNGROUT(O FOR DRA/,t/4GE ,. THROUGH WALL .BU/1-0/A/6 SET B4cK L/A/E PROP. ,6 1 (/'N/GH, 4.7 S/-OPES) Q'//W/NG FAO MAX. W.S. ELEv.4TiO / t/Z ///4\im. 4X/sr. .PGYJ/VO L5'F/LL. TYPY AL. LOT SEGr✓ON SALE : HO,P/Z vE.er /"= /o' g, TENT/ON \S.4S/N - 4r.34 C•V.W. D WEPROP L SITE %- c_oN5TROCT TWo Ios C&AT1r5 20' WIVE F o0E 3' pEDE ,-r 14 &ATE. FG 48. 5 TK/55.33 ram' 46.0 158.31. Fly 45.9!- FG 45.3 Fv 46` A,. 10 41.4 BUD N---89 53'23" SCALE: 1" = 50' 1zi 45.-1 Tc 47.02 1 240 PAD Ph 45.5 FS 43.0 5437/ BOTTOM ELEVV44.69 FU 41. 2 110.19' -Er"..vrip'./ 84 S/N 8077014 35 � 230e/8' reEE MA/Nr. Es4SF�64/T ,Palat4r ?7� 9 f-49.00 N 89° 53'23" W ; 152.61' TG 47.70 t 109.58_f 43.03' Fs 40.5 29 -1. < PAD > �. r 41.6 0 F54�•3 1lo F54roo F54G.2 2 � .17.3 PA�� Tb 41.E 3.51'' F& 4(01 FG47.3 F6. 470 168.00' k_ /3.4 BASIS OF BEARINGS Lk 8' NE.4A/D&E'/,V6 ( SEE LA/VOSc4, A-VENU.E F7P ,t^ f? rc4793 THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 5, T6S., R7E., S.B.B. & M. TAKEN AS N.89°51'05"W., PER PM 137/12-13. V. F&41.1 TW 56% 67 TW 57.33 (d' 1//6 4: / SLOPE s✓LZ 0/4L,K f'4.4/VS) EX/5T. TrPEE (TYPJ /TAX. w.s Cf.EV4riav 0.4'± TREE MA//VT. £4SEfEAfr. 2'DEEP Erb. • 1045.00' ° - , 144 O wa' \ F& 41.1 F6 48.3 6g9s PADS 103..40' I I 96.39' \ Tc 48.0 N 89° 53'23" W 199.7g' 275 S F5 47.I F& 4-.o I% F& 47. 3 3148.2 P,41)A-`1`C F& 407 V/ 168.00' .35' . k.ar- 14,4.00' IS Tc 48.5;0 STO NFEGATE ��-- 89° 53'23" E 11121.91' SEE SHT. 3 °168.00' BU/LO/NG SET B4cK DIVE BU/LD/NG PAO FILL CEEA/57 G,P;YJ//O RFit/T/ON B45/N 6077-0M MAX. W.6. Et.6/..4rim/ 7 ,PETEN/"/GW B45✓/V Z30772Y41 T YP'/G4L LOT 5EG77ON 6 44:0' 49.5 _ 1547.9�,� 'Tc47.90/ tQl TRACT NO. 26524 SCALE NaR/Z. /"= 30°1 VE1E7 /" = 5 49.7 PAa_.e:S- T648.5 FG 41.4 r E& 40.1 .106.71' Fr , . FAD�e 4 F6.490 ° F47.[o 24 4E3q PADS 182.-40' Tc 47 e0, 155:31' E/'9ER6ENG Y ACCESS RG34D TY13/GAL GEGr/ON • N.TS. 50.. P-6492 P&47.I 0 0 TREE WELL 45 eEO'D. Pet 0. 'W/G4') 4./ SLOPE i� /o/4/6 BC//Lo/NG SET B4CK L/M c-EXIST reEE /1n 30' :1 35' !1l//OSG40 /7.4/NT6NANCE ((a� f 4SEME,VT ,gyp. • 1 Q-9.36- F,_4 - .5O. 3/ C. 4 LAMM ILv111.1/ F6 ¢B.5 47.7 TG4780 / EL /00 f 48 2 / F& 4.7.5 2° • F(o 4.o 4.9 7wS4' 67 TF .3 AVE 50 kr 1 8'MF4NLrrP/M hi SIDEWALK U R)W o' 2% ZO trc 44 VACANT r, f7()(i.-‹ 20' - r "'ON 3' _2/ Pe, 443.0 r /et 5' 4.0 EL 993 TY PI CAL SECTION CZ 14-r- DATE PRiNTED MAY 2 8 1991 NO. REVISIONS: APPROVED DATE DESIGN BY: • BENCH MARK: ELEV. 40.110 tfa Ss/ PREPARED UNDER THE DIRECT SUPERVISION OF: APPROVED) BY THE CITY OF LA QUINTA IN THE CRY OF LA QU1NTA SHEET 2 . ARCHITECTS The Holt, AND Group ENGINEERS , .,..,, }, 4.5 MILES WEST OF JACKSON STREET. INDIO )/ DRAWN BY: WASHINGTON STREET.. 350.0 FEET NORTH VA.2.3M1 al i(/- i ..., OF it SHEETS OF CENTERLINE OF PAVE 52. 30.0 FEET EAST J.W.S. GARY W. PIKE R.C.E. NO. CllY ENGIR: FRANK REYNOLDS R.C.E. NO. ON GRADING PLAN -SITE 6.0 FEET SOUTH OF POWER POLE #989270. I CHECKED BY: A 1.25 INCH IRON P'IPE 0.2 FEET HIGH. Nil! 1? CIVIN. *4 Cr& 45.1) (r& 42.b z L� (T(� 40.9) TG 40.5 �Ja 2S 1 44 4 F& 13.0 FG 43.4 F&. 45.7 12 4-(0.0 PADS F6 4-5. 5 r& 45.7 FS 43.0 N _89 'OG" -,-173.54'' F643.1 13 44•Zr2 PAD 45.0 F6,43.3 •-1-5-0.73' /-=�--. F& 41.0 N'Fc, 42.0 , I '1 4 43.0 PAD45)• -1-34 4 8' Lo ('r6 4I.2) FG 39.6 F6,457 N 0 co 00 FG43.0 c...9 203.51 ' -.6 -- 7-647.0 T'6430 TC 45.45 S 89° 48'2 F64-2.0 ► TC 93.45 ° F&42..5 r639. T(4050 (T& 38.6 LTC3.1441_ fs 43.8/ 7L•42.5 76 4050 (TG""39.5) C-rc 38.45 d SCALE: 1" = 50' The Holt Group ARCHITECTS AND ENGINEERS 275 N EL Cielo, Suite D3 Palm Springs, California 92262 4784 Highway 111 Brawley, California 92227 86.88' v 4:1 T 44.5 T& 413.5 T6 44.00 7-C7- 43.00 PAD 45.0 194 T& 42:7 156.43'rc 43. 10 F642.S PAD 44.67 44. / 110.12' TC42.60 S 89° 57'06" TC 42.69 16 42. PAD-41 T640.9 AZ% A-640.2 42.6i T6 4/.2 0 vlerJ I_ 'i4t (619) 320-0045 (619) 344-8182 T&43rB 4 �O PAP -B 44 3 TC, 43.7 76 41.20 Lr.- 36.85J % T6 42. TRACT NO. 45.0 F6 43.7 1 68.00' SEE 5.4/77 2 1 68.00' ► rC 47.9p% «7 S 89 53'23" E 1121.91' 4'So N STONEGAT17 ` �'SO 17433 PAO -41 EXI 1 6RDU N R -re, 45.0 T& 44.5 T644.5 Tv 45.5 < 36 > PAD 455 41 PAD.45.0 94..S T6 42.9 T6405 N 89° 54'07" W /0' 5-P,eoP6'C .FENCE' REVISIONS: 6524 O TC47 9/ F644.5 F644.6, F643.3 T& 43.0, rc 45. O -row- S 89° 57'06" E 112.31' BROOKVILLE rc 457o 112.31' 41. 50 144.06' ' 167.68' c17rs.►.►a APPROVED DATE F& -42.6 rC 43.70 T6 4//. 2 / CTG 43.3 TG 44.3 F& 43.7 182.40' 7C 47. Y 155.31' F6 45.0 F(' 434 70.47' 142.48' T&43.3 4344 PAD-45.1 T& 4.3.0 F& 42.7 1 9 43 7 Pop 4- T6 41.70 T6 40.5 r6 41.50 � e CTG 38.5Cr] DESIGN BY: PK.F. DRAWN BY: J.W.S. CHECKED BY: G.W.P BENCH MARK: ELEV. 40.110 4.5 MILES WEST OF JJACKSON STREET. INDIO ON HIGHWAY 111 2.7°5 MILES SOUTH ON WASHINGTON STREET. 350.0 FEET NORTH OF CENTERLINE OF AWE 52. 30.0 FEET EAST OF CENTERLINE OF WASHINGTON STREET. 6.0 FEET SOUTH OF MOWER POLE #989270. A 1.25 INCH IRON PIRPE 0.2 FEET HIGH. IN SOUTHEAST QUARTFER OF SECTION 6 T6S-R7E. FB D-311 PAGES 75 AND 41. (r6 31 76 44.0 /7-6 950 F& 43.7 T644.3 106.38' I3/ , (Ts4s. * T6 43' 5 rc43.6/ ' 640.3 ETG38•14 01- 44 44.5 PAD 45.0 T& 4&.0 76 4 168.01' I /8' rc 44.80 7t 97.80 148.84' ' 149. 45 P4D-41$- �F6 1Cs.7 46.3 PAD41B5 p-64 7 PAD .47.5 F6435 P'qD 41S 4.2.8 21 T643.S r."�''�c'1c 2 TYPICAL E, r10).1 �EoTb .F/LoT1�}1'>✓�lor� gl -ors ./7,/8 TW 52.33 i3W 4lo.o 1W 52.33N TW5I.fo7S J3 w 45.50 ww sxe• ` � � PREPARED UNDER THE DIRECT SUPERVISION OF: GARY W. PIKE DATE 33441 R.C.E. NO. 6-30-94 REG. EXP. FL 1 3.0 rws/.67 6W45.0 TW s1.0 BrJ 41.0 47.0 FG N 89` 50'23" 109.97' B•W. (1-5.o) G614/2U (SEE 0E174/L "4 " SH7 7 VACANT S 80° 27'36" / 00.80, 1 16.32, 1- -' R cr." SEE• SHT. 4 Die 6240/A/6 /N TN/S �/PE/4 _5 3':' CTG 37.6163 'I' PROP. 6' //06/1 Lrc, 3,1.29 //3L0ck !.v4LL J 4,1 GQF-`/ .UMF�STIJN6 BCG�� 5ar,rN sio� ro g� R4W7Er, sY vJ•r,•ie (i)IA 4. / (TYP. ) 15W 4?,' f3µ1-(37.2)- PA D/44.2 CTG. 3Cv"173 BASIS OF BEARINGS DATE PRINTED MAY 2 8 1991 THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTH LINE OF THE EAST HALF OF THE NORTHWEST B.45/N = TOM(WR/ES QUARTER OF SECTION 5, T6S., R7E., S.B.B. & M. � �.�9s�o4o./ v PiEs TAKEN AS N.89°51'05"W., PER PM 137/12-13. SECT/Oiti APPROVED BY THE CITY OF LA QUINTA 32740 CITY ENGR: FRANK REYNOLDS R.C.E. NO. DATTE 6-30-94 REG. EXP. IN THE CITY OF LA QUINTA TRACT NO. 26524 ON -SITE GRADING PLAN SHEET 3 OF 7 SHEETS FILE NO. P0,e OF NW 0 SEC. S, T. 5 S. , R. 7E. , S.B. B. 4v 220. OOZE #4 CHANGE IN MATL SPEC. OR BAR SIZE/SPACING 8" C.M.U. #5 AT 24" O.C. 12" C.M.U., SLID. GROUT ALL CELLS #6 AT 8" O.C. OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE. -� 48" O.C. CHANGE IN MATL SPEC. OR BAR SIZE/SPACING 8" C.M.U., SLD. GROUT #5 AT 16" O.C. #5 AT 16" O.C. 12" C.M.U., SLD. GROUT 6" C.M.U. OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE. 2" THI 3" ti # 16" O.C. - 4'- 0" '• •• J .. • • • "'• • • .1 • • • • J , ' • r �• .L =I cc _ I N cc). I co • N) 1'-6" 5'-6" RETAINING WALL Scale: 1" = 3' (SOUTH) PARCEL MAP No.26526 #4 0 48" O.C. ▪ 5-#4 BARS 2 3/4" 0 #5 0 19" 0.(C. co If M 4-#4 BARS 2'-0" L1. 4'-0" L1 ' RETAINING WALL Scale: 1" = 3' (WEST") PARCEL MAP No.26526 #5 AT 32" O.C. 0 C.L. GROUT REBAR CELLS ONLY 2 id #4 © 48" O.C. 1' MAX. GRADE DIFIF. ON EACH SIDE OF WALL 2'-0" M 2-#4 BARS SCREEN WALL Scale: 1" = 3' PARCEL MAP No.26526 The Holt Group ARCHITECTS AND ENGINEERS i 4784 Highway 111 275 N EL Cielo, Suite D3 Palm Springs, California 92262 Brawley, California 92227 (619) 320-0045 (619) 344-8182 0 #4 0 48" O.IC: CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M.U. #5 AT 16" O.C. #5 AT 16" O.C. OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE. al #4 0 48" O.C. CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING 8" C.M.U. 2" 2 3/4" 0 12" C.M.U., SLD. GROUT #5 AT 19" O.C. cc • . •. • '• '. • 3'-0" 4'-6" CO tM 4-#4 BARS _L 0 RETAINING WALL Scale: 1" = 3' (SOUTH) PARCEL MAP No.26526 #5 AT 32" O.C. C.L OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE. #5 AT 32" O.C. C.L 1'-(0 cD 0 ll it t:'1 12_WIf='^ 10" C.M.U., SLD. GROUT c, c .!' #5 0 19" O.C. o' t • 3'-0" 0 M I M 2-#4 BARS RETAINING WALL Scale: 1" = 3' PARCEL MAP No.26526 CHANGE IN MATE_ SPEC. OR BAR SIZE/SPACING 8" C.M.U. #4048" O.C. #5 AT 32" O.C. 0 C.L. GROUT REBAR CELLS ONLLY 8" C.M.U., SLD. GROUT #5 AT 32" 0.C. NO. REVISIONS: APPROVED DATE DESIGN BY: P.K.F. DRAWN BY: J.W.S. CHECKED BY: G.W.P. 0 OMIT HEAD JOINT IN FIRST COURSE 0 32" O.C. FOR WEEP HOLE. 4', 2 3/4" ;o • •"•' 3-O" 's 2-#4 BARS RETAINING WALL Scale: 1" = 3' (50th. AVE.) 0 N N I #4 0 48" 0.C: CHANGE IN MAIL SPEC. OR BAR SIZE/SPACING 6" C.M.U. #5 AT 32" O.C. GROUT REBAR CELLS ONLY 8" C.M.U., SLD. GROUT #5 AT 32" 0.C. 8" C.M.U. OMIT' HEAD JOINT IN FIRST COURSE 0 32" 0.C. FOR WEEP HOLE. 2"-fr #4 0 48" O.C. r 2 3/4" • 2.- 3'-0" I a" #5 0 19" O.C. 4-#4 BARS RETAINING WALL Scale: 1"= 3' (SOUTH) PARCEL MAP No.26526 #5 AT 32" 0.C. 0 C.L GROUT REBAR CELLS ONLY f .1 GENERAL NOTES • 2'-6w 0 r MAX. GRADE DIFF ON EACH SIDE OF WALL Ito Ib M 2-#4 BARS SCREEN WALL Scale: 1" = 3' (50 TH. AVE.) T.M.26524 / PM 26525 1. MASONRY UNITS SHALL BE GRADE N NORMAL WEIGHT UNITS CONFORMING TO AST C90, LATEST REVISION WITH A MINIMUM COMPRESSIVE STRENGTH (fm) OF 1,500 PSI 2. MORTAR SHALL BE TYPE S AND' SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXE IN THE RATIO BY VOLUMES OF 1 PART CEMENT, 1/2 PART LIME PUTTY, 4-1/2'PART SAND AND SHALL CONFORM T(O ASTM C270, LATEST REVISION. 3. GROUT SHALL BE FLUID CONSIISTENCY AND MIXED IN THE RATIO BY VOLUMES OF PART CEMENT, 3 PARTS SAND OR 1 PART CEMENT, 3 PARTS SAND AND 2 PARTS PE GRAVEL GROUT SHALL ATTAINI A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT2 DAYS OF 2,000 PSI. 4. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,00 PSI MINIMUM UNLESS NOTED OTHERWISE. 5. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, LATES REVISION AND SHALL BE GRADE 60, NEW BILLET STEEL 6. ALL BLOCKS SHALL $E LAID TO (MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO B FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CEL MEASURING NOT LESS THAN 2"' X 3". BLOCKS SHALL BE LAID IN RUNNING BOND. 7.• VERTICAL REINFORCEMENT TO I BE HELD IN PLACE AT TOP, BOTTOM AND INTERVAL NOT EXCEEDING 192 BAR DIAMEETERS. . BOTTOM OF ALL FOOTINGS SHALL BE TREATED AS NOTED IN WALL PLAN PROFILE AN PLACED INTO COMPETENT UNDISTURBED NATURAL SOIL OR CERTIFIED COMPACTE FILL OR AS NOTED ON PLANS. 9. BLOCKS ARE 6" X8' X 16", 8" X83" X 16", 10' X8" X 16" AND 12" X8" X 16" BLOCKS, AS APPLICABLE. 10. CONTRACTOR TO SUBMIT SAMFPLE OF BLOCKS PRIOR TO START OF CONSTRUCTION TO ARCHITECT OR DEVELOPER I FOR APPROVAL 11. BACKFILLING SHALL NOT BE PEERMITTED UNTIL AT LEAST ? DAYS AFTER THE WALLS ARE BUILT. 12. NO REVISIONS SHALL BE MALDE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 13. TYPE II CEMENT SHALL BE USED) FOR CONCRETE. 14. LOOSE MORTAR FALLING INTO 4 ANY CELL THAT CONTAINS VERTICAL REINFORCIN STEEL SHALL BE REMOVED PRICDR TO GROUTING CELLS. 15. RETAINING WALLS EXPOSED TO SUBGRADE SHALL BE WATERPROOFED WITH CHEM-. TRETE RSM BY TROCAL, POLYGLYCOAT CONSTRUCTION PRODUCTS, INC. OR A ENGINEERING APPROVED EQUAL APPLY PER MANUFACTURER'S SPECIFICATIONS. 16. COMPACTION ON THE RETAINED SIDE OF THE WALL WITHIN A HORIZONTAL DISTANC EQUAL TO ONE (1) WALL HEIGHT SHOULD BE PERFORMED BY HAND -OPERATED 0 OTHER LIGHT WEIGHT COMPACTION EQUIPMENT. THIS IS INTENDED TO REDUC POTENTIAL "LOCKED -IN' LATERAL PRESSURES CAUSED BY COMPACTION WITH HEAV GRADING EQUIPMENT. 17. THE MASONRY IS DESIGNED FOR UNINSPECTED STRESSES LEVELS, WHERE F'M = 1,50 PSI, N = 25.8, AND Fs = 24,000 PSI. 18. WALL HEIGHTS AND RETAINED SOIL HEIGHTS INDICATED HEREON ,ARE MAXIMUM VALUES ONLY. THE GRADING PLAN INDICATES THE ACTUAL VALUE OF THESE DIMENSIONS. DATE PR iNTED MAY 281991 44 44 Pik,. 33441 PREPARED UNDER THE DIRECT SUPERVISION OF: GARY W. PIKE DATE 33441 R.C.E. NO. 6-30-94 REG. EXP. APPROVED BY: CITY ENGR:: FRANK REYNOLDS 32740 R.C.E. NO. 6-30-94 DATEE REG. EXP. IN THE CITY OF LA QUINTA TRACT NO. 26524 & PARCEL NO. 26525 WALL DETAILS SHEET R1 OF SHEETS JOB NO. 220.002E