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04-6050 (RPL)BUILDING & SAFETY DEPARTMENT P.O. BOX 1504 (760),777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION- REQUESTS (760) 777-7153 BUILDING PERMIT Application Number . . . . .04;„+0.0.0-060-5°0�� Date 8/25/04 Property Address . . . . . . 47594 CALEO BAY APN: 643-200-009-9-000�00-0- Application description . . . POOL - RESIDENTIAL a Property Zoning . . . . . LOW DENSITY RESID-K IAL Application valuation 21200 AUG #7 2004 . Owner Contracto - Ci R 01: ------------------------- --�.� GO MC CALLUM POOLS 47594 CALEO BAY 46576 VIA CELESTE LA QUINTA CA 92253 INDIO CA 92201 (760) 775-5685 WCC: EXEMPT WC: EXEMPT 05/31/05 CSLB: 818835 04/30/05 CCC: C53 -------------------------------- --------------------------------------------- Permit . . . . . BLDG POOL PERMIT Additional desc Permit Fee . . . . 225.00 Plan Check Fee 146.25 Issue Date . . . Valuation' 21200 Qty Unit Charge Per Extension BASE FEE 45.00 20.00 9.0000 THOU BLDG 2,001-25,000 180.00 ------------------7--------------------------------------------------------- Permit . . . . . . MECH POOL Additional desc Permit Fee 24.00 Plan Check Fee 6.00 Issue Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 -----------------------------------------------=---------------------------- Permit . . . ELEC POOL PERMIT -RES Additional desc Permit Fee. 45.00 Plan Check Fee 11.25 Issue Date Valuation. 0 Qty Unit Charge Per 1.00 30.0000 EA Extension BASE FEE 15.00 ELEC PRIVATE SWIMMING POOL 30.00 P.O. Box 1504• �� VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: &050 Date: Applicant Applicant's Mailing Address: . Architect or Engineer: Architect or Engineer's Address: , N /A Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Litems i in fuil force and effect. cense Class I S� /License No..19(s� ,/Date IK1 2, O ontractor MCCC OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt,from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of Cali of 'a and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith (coomply with t se provis s. /� ate e`� 7 plicant V " (10 �,O WARNING: FAILURE TO SECURE WORK ' C PENSATION C ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this cou nter on the above-mentio d rop y for inspection purposes. I-Sig`nature (Applicant or Agent): " Page 2 Application Number . . . . . 04-00006050 Date 8/25/04 ------------------- -------------------------------------------------------- Permit . . . . . . PLUMBING Additional desc Permit Fee . . . . 33.00 Plan Check Fee 8'.25 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 7 ---------------------------------------------------------------------- Special Notes and Comments POOL/SPA. ALARMS/BARRIERS SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED Fee summary Charged --------------------------- Paid Credited Due ---------- Permit Fee Total 327.00 ---------- .00 .00 ---------- 327.00 Plan Check Total 171.75 .00 .00 171.75 Grand Total 498.75 .00 .00 498.75 i M Rug•12 04 04:30p Joseph mccallum 7607755685 p.4 r J 7 loo, W= C�+y C ae W� 3 WZ _al i A N zz Q o U S m a 1 POOL 9114 Z v y F 0.7 Ile do 39 dL N p Q V O D' I Id I d Q Dv , 1 I � • v I ' I .a.QD D v' I CITY OF LA QIIINTA BUILDING & SP :ETIs DEPT. APPROVED FOR CONSTRUCI ON DAT TEB E —' PE-HOSPECT-ION EE 3' Pie VV LL F $30 ARGED IFTI- EAP ROVED �2e �� PLANS AND JOB CARD RE OT ON %A% q~ THE SITE FORA SCHE U 1p ►�' , tl +hC�e'.3 INSPECTION. LED I << +o NO EXCEPTIO S! i _ CITY OF LA QUINTA SUB -CONTRACTOR LIST _- JOB ADDRESS y �' S� CPSL e r�-�/ PERMIT NUMBER OWNER BUILDER This- form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this listmust be approved by the Building Division prior to commencement of work. Fa e,� t� o comply will result in a stoppage of work and/or the voidance •--i-------•-.�...--.�-,..-.... of building permit. For each applicable trade, all information requested below must .be completed by applicant. �"On File" is not an acceptable response Trade /Classification Contractor State Contractor's License I�Vorkers Com ensation Insurance �� City Business License Company Name Classification. (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Forman Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-12) e ` gd3550 �(- ' e �1 ! act ODa-t=� 1 '. 0 CONCRETE (C-8) C 7'C.� 1l �a5a-(� �-'jD c.• �u,.. 1 30 -1- 0 4D,)5-,4- FRAMING (C-5) d STRUCT. STEEL (C-51) <9SO 3-31-0 u v J 9 OUZO 4 1_2 9 -1 DS b'7 1 MASONRY (C-29) PLUMBING (C-36) �90.35SO- 3-3/ -via v �. a� 7 'I �S �i ( 7 LATH, PLASTER (C-35) ori L C =>3 Ci .6 c 7 U /0 31 u+ -e A,, J O 200 (0 _ 1•-0 5 DRYWALL (C-9) HVAC (C-20) ELECTRICAL (C-10 171 CPQ Q 1 ROOFING (C-39) , SHEET METAL (C-43) FLOORING (C-15) GLAZING (C-17). INSULATION (C-2) SEWAGE DISP: (C-42) PAINTING (C-33) CERAMIC TILE (C-54) -CABINETS (C-6) FENCING 13) LANDSCAPING LANDSCAPING (C-27) POOL (C-531 e CS p p) y-36 �q5 PL t� JUn 03 04 08:04a The modular electronic con- trol board uses LEDs to indicate all input and output functions of the gate operator. A solid -steel machined pulley and notched V-gronve heli transfers high -efficient torque. To operate the gate manually, tum the Emergency Release Handle I 80° to free it BEST IRON & BRASS 626 454 4826 The CSW-200TIA housing is made of Fiberglas and stainless steel for excellent heat and corrosion resistance. p.2 The digital motor protection system shuts down the motor after it reaches the stall amp for 3 seconds, and then resets within 15 seconds. h in ingrth,q-,etpp,,etzat*M, t8r e� g nl I I NTA speLWNG & AFEW DEPT. smoRO ED OR CON,S►TRUVCTION DATE BY The CSW 200Tm utilizes two hlghefflcciercy extremely quiet 30 -to -1 worm guar reducers. 3 Jun 03 04 08:05a HEST IRON & BRASS 626 454 4826 p.4 Non -scissor -action Al'R7 (standard) Most swing gate operator arms will cross and produce a dangerous 'scissor` action while opening the gate to a 90° opening. as shown in picture -A". We designed our CSW-200TM operator arms to not cross, eliminating the scissor action as shown in picture "B". This feature reduces the risk of injury from the gate operator arm. Picture A 2 -Way Reversing SensQP (standard) Opening Picture B The digital current sensor continuously monitors the motor current. It can be set for both the of gate is closing and hits a vehicle, the sensor detects the increased load on the motor and rever hits a vehicle, it stops. The sensor Is smart enough to not react to wind resistance or operation Maglock System (optional) The magnetic lock system is incorporated into all of our CSW-200TM control boards, allowing you to easily add a locking feature to your gate at any time. The Maglock is designed to withstand forces of up to 1200 lbs., and unlocks automatically in case of a power failure. DC -1 OOOTm (optional) u%.-juuu-•- kopiional) or closing cycles. If the 1V gate is opening an J Hr�sta++aNeri . M Don't be a prisoner of your own gate. Using the DC -1000T" keeps traffic moving during a power failure. Set up A: In case of a power failure, the gate will open automatically. When the power is restored, the operator will return to normal condition. Set up B: Gate will not open automatically until activated by a key switch, pushbutton, or dry contact adjustable command. Jun 03 04 08:04a BEST IRON & BRRSS 626 454 4826 p.3 ARCHITEMMML SPECIFICATIONS Madel ENW-20D-UL Tm MECHANICAL. SPECIFICATIONS ELECTRONIC SPECIFICATIONS CHASSIS - Constructed with �" sheet metal that is fully sanded, welded, and gold/zinc-plated. SWING ARM - Non -scissor type arm action (pg. 1). OUTPUT SHAFT - 2 %" cold -rolled steel. DUAL WORM GEAR REDUCTION - Two 30 -to -1 worm gears equal a 900 -to -1 reduction and both are lubricated in an oil bath. MOTOR - % hp, Instant reversing, 120VAC, 4/4 amp, 1625 rpm. COVER - Heavy-duty Fiberglas and stainless steel for excellent heat and corrosion resistance. FINISHING - All metal parts are gold/zinc-plated for rust -proof protection. EMERGENCY RELEASE - Gate Is easily disconnected by turning the release handle. The best option is our DC -1 OOO"' (pg. 1), CYCLES - 75/hr. with 600 Ib. gate. CAPABILITIES - Maximum gate length 18' Maximum gate weight 600 lbs. GATE TRAVELING SPEED - 900 opening in 13 to 15 sec DIMENSIONS - L19" x W14" x H28.25" WEIGHT - 160 lbs. SHIPPING WEIGHT - 182 lbs. APPROVAL - UL approved for the USA and Canada. Also approved by the City of Los Angeles Department of Building and Safety Electrical Testing Lab. MODULAR BOARD - Uses LEDs to indicate all input and output functions of the gate operator. ERD - The two-way reversing sensor can be set for dose or open cycles. If the gate hits an object while closing, it reverses. If it hits an object while opening, It stops (pg. 1). DIGITAL MOTOR PROTECTION - Shuts off the motor after it reaches the stall amp for 3 seconds, then resets itself within 15 seconds. TIMER - Can be set from 0 to 60 seconds or for a 'switch open/switch dose" type operation. MASTER/SLAVE - Dictates synchronized movement between two gate operators. 3 SPIKE SUPPRESSORS - Fast response time (50 nanoseconds) when subject to an impulse surge (lightning strike) up to 100 amps. OVERLOAD ALARM SENSOR - Alarm is activated (beep sound) whenever the motion e_gate 1c heirl by an unwanted object. C�n C 1 A n H I K IT A ALTERNATE OUTPUTS - center loop, pilot door, anc ELECTRONIC INPUTS - safety loop, drop-out loop, system, computer inputs, f 3 -push-button station. Aag&@-[M��-tb�a�iaarrrra' t�n�E./TY DEPT. one 3 -pr 1 i" frR'[ O 9/ E D dio reds Qn QQ RUCTION xit loop, telephone entry ddeen�rtment key swiV & GATE TRAVELING TIME - Adjusted by a precision mechanical device and electrical limit switch. NOTE: Gate travel speed may be impeded by installation, ambient temperature, voltage differences and frequencies. 1 2 27' 24.5' I 1 28 25- i Imo- 14' -- i 11 ,g- s JOHNSON & NIELSEN ASSOCIATES Project •Plan 2 - Mediterranean CBC Job # 40-010C 647 North Main St. Suite 4B Tuscan plan 2 similar Seismic Zone = by BDM Riverside, California 92501 Lake La Quinta Estates 0.091 Date 04/29/2004 Phone 909-686-5122 FAX 909-686-6752 La Quinta, Ca -------------- Sheet of 98wdlatl.wk4 - ---------------------------------------------------work UBC (30-5) = Importance = 1.00 N(a) = dir = 40-010C 5-6-00 R (table 16-N, item 1.1.a.) = 2.2 N(v) = 1.20 UBC (30-7) _ filespec = med2L ret -wall Cantilevered Retaining Wall - Based on UBC 1997 V= UBC (30-5) = 0.500 W / 1.4 = 0.357 W (max.) Millet ASD level forces Wp = 2.7 psf 06-11-03 Solid Grouted Wall 1�1alLerspsttis� Wall Geometry Footing Geometry Soil Properties backfill 103 3.40 4.50 349 height of wall above grade = 7.0 ft. thickness of footing = 12.0 in. slope of retained earth = 0.0 rise / run thickness of concrete / toe = 0.00 ft. length of toe = 1.83 ft. height of backfill = 0.0 ft. 1.00 92 thickness of soil / toe = 0.50 ft. length of heel = 2.50 ft. thickness of concrete/heel = 0.00 ft. nominal thickness of wall = 8.0 in. total length of footing = 4.33 ft. thickness of soil/heel = 0.50 ft. length of wall = 1.0 ft. length of key = 0.0 ft. weight of soil = 110 pcf weight of wall = 84.00 psf depth of key = 0.0 ft. bearing capacity of soil = 1000 psf (Table 16-J) actual thickness of wall= 7.625 in. weight of concrete = 150 pcf equivalent fluid pressure = 30.0 psf (Section 1611.6) Applied load from above = 0 # passive soil pressure = 150 psf sliding coefficient = 0.25 WaILQesign LOADS Governing code (UBC or CBC) CBC (97 UBC or 98 CBC) Seismic Safety Factor = 1.5 fc fig. = 2000 psi Seismic Zone = 4 Z = 0.400 B1 = 0.85 Distance to fault = 10 km T = 0.091 (method A) Fault type = A C(a) = 0.44 UBC (30-4) = Soil type = S(D) CM = 0.77 UBC (30-5) = Importance = 1.00 N(a) = 1.00 UBC (30-11) _ R (table 16-N, item 1.1.a.) = 2.2 N(v) = 1.20 UBC (30-7) _ Use 0 ( UBC (30-11) = 1, UBC (30-4,5,6,7) = 0) UBC (30-6) _ V= UBC (30-5) = 0.500 W / 1.4 = 0.357 W (max.) Floor to roof ht. = 7.50 ft. ASD level forces Wp = 2.7 psf 1�1alLerspsttis� weight x y moment backfill 103 3.40 4.50 349 wall 630 2.15 4.50 1355 footing 650 2.17 0.50 1408 toe fill 101 0.92 1.00 92 key 0 0.00 0.00 0 Total 1483 # 3205 # ft. Watf_n_e_sign V= 3.851 W 0.500 W (max.) 0.600 W (UBC default) 0.175 W (min. -zone 4) 0.048 W (min.) Try 1 ----- # 5 rebar @ 8 in o.c. vertical & 24 in. o.c. horizontal As = 0.46 in.^2/ft. O.T.M.wall= 993 #ft. O.T.M. base = 1009 # ft. Inspection required? 1 = yes, 0.5 = nc 0.5 No Inspection Required Es = 29000 ksi Use Grade 60000 psi, increase for seismic, fs : 32000 psi fm = 1500 psi, fm = 1/3'fm 250 psi, increase for seismic, fm 333.3 psi Em= 1125 ksi n = 25.8 k = 0.877 P = 0.1207, j = 0.708 np= 3.112 2/k'j= 3.22 spacing = 3.81 in. Fm= 330 psi / ft. Okay, less than fm Fs = 1200 psi / ft. Okay, less than fs Footing Design O.T.M. base = 1009 # ft. / ft. fy ftg. = 40000 psi Mn = 13459 # in. Safety Factor = 1.5 fc fig. = 2000 psi Rn = 3.20 O.T.M.factored = 1514 # ft. / ft. B1 = 0.85 p act. = 8E-05 M = 23.5 xc.g.= 2.16 ft. Try 1 -----# soil wedge = 2.97 ft. Okay, less than width of footing & 1 ----- # resultant = 0.99 ft. As = resisting force = 1483 # eccentricty = 1.02 ft. rsltnt. & ecc. = 2.01 ft. Okay, less than center of gravity sliding force = 4 # friction resistance 371 # passive resistance 75 # total resistance = 446 # Okay, no key needed Okay e Wind loading Wind speed = 70 mph Exposure = C Ce = 1.06 Cq = 1.3 qs = 12.6 psf q = 17.4 psf CITY OF LA QUINTA BUILDING &SAFETY DEPT. APPROVED iOVED FOR CONSTRUCTION DATE BY As min. = 1.57 in.^2 As act. = 0.04 in.12 4 rebar @ 6 in o.c. Continuous 4 rebar @ 12 in o.c. Horizontal 1.90 in.^2/ft. 05/10/2004 13:13 7603235699 . NAI CONSULTING PAGE el 68-955 Adelina Road Cathedral City, Ca 92234 (760) 323-5344 (760) 323-5699 (fax) Fax. To:. Gregg Trousdell From: Kris Schulze Fac 777-1233 Pages: 2 (including cover sheet) Phone: Dat®: May 10, 2004 Re: take La Quinta CC: Snotty, Hayhoe Cosntruction Job # 2003-06 760-418-8089 Urgent For Review Please Comment E3 Please Reply ❑ Please Recycle Hey Gregg, here is the proposed wall revision for Lot 7 at Lake La Quinta. We would like to move the entry gate for this lot back towards the street as shown to provide more room between the gate and the garage. The wall is still at 10' from RMI. Please call me to let me know what you think. Thanks, Kris .Approved by; Date Reso # ® Manning Commission O city Co Cii �?tomm vv. Dept. initials. 1<17 'D/L Gel— A1 Ca,,e No. nditions v 0:1PROJECTS12003-06 LAKS LA . QUINTAMOSWAXESX040510 Gregg T Wail Change.doc / 3s�1a N 3108d / lR7A an IISIX3 tiny ? a y 9. 99'6. 7S ,aa / aN38 / s ow /CSS ..90-9 15 /SA 069 ©ANI. l' / r 9.09 'Ors£ NI 133108d Nd MX3 • . o•� � - dd 05'.Tg 10-t £ E�� NV d . sem; ry \ ANIO '69 �b9 ON30 .., .. `.� •. � \ � •. � w ��, �, �y ANI �1 ZQ 3E)Vd JNIl-lIISNOD IVN ry 669SEZ•609L 61:61 b00Z/0Z'/90 " i . r ' APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE: CHECiED AND RECOMMENDED FOR APPROVAL BY: • r EXISTING LAKE _;1 „ . _ , -- - 1Vr- - o;r _ } / ,, al-',-Y. 1 3 1 ' . . .. ''' 6' • r g ti .24 No + T URT H. 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F R SD : • • -- r _ - - - - -`- r .- C] Planning Commission IN fN i 4" SI]R-3S P.V.C. PIPE (5=1. MIN) • m F ti,r J -! 1. t;Of71fT1iJr�'#yi9Y. Dept. C�NSiUCT BUBBLER PER DUAL ON SHEE7 I ' YsMH 1 f r ---- .-.----7,---- r initiais _ 0 CONSTRUCT 6 THICK CONCRETE OR PAVER BLOCK DRIVEWAY I Exhibit ..,^ .. ar '-<-1:- _.•-• ..-•-- . • '' - __ WiC11 Coladittarl B MKT SECURFTY GATE WITH FIRE DEPARTMENT KNOX PER ARCH PLAN m f / • - - m ' �>r.-- t - � � ram. w ram,) { { � .�� x CITY OF LA Q I Tl ICE1 • �� � •--: - BUILDING & SAFETY DEPT, �� - _ PAL 'f { • APPROVED r `� ,- - an o 1I 2d 4p FOR CONSTRUCTION o . r 60.-Z.-1-0 s ,,DE/(------- ( TNT ) 1. inch = 20 ft. 1 • 7 r i 4+4'.1 I v,cR# op .6 +�v ,7 +t APPROVED 13Y: Clef OF LA plilfi�FTA - - _ • - DESIGN: ate_ 1 Underground Service Alert �} ice_ __ .. de .� F=SS :,: .L IN CITY t F T UINT BRASS CAP MONUMENT STAMPED 'PE}-102- 0` !p .,. QI 5 .IDLY 00 ,�. ..r_r S- r+�+ f .,5 la•..m.,,, civil Eng..Ting 88-955 Adelina Road � NEAR THE INTERSECTION 04" WASHIF,kGTON 5Tfi�T AND AVENUE 5�; 31 S WEST AND I f1 + ++J•i.. � -4 �._ -.� ;• , 4 ' NORTH OF THE �FxTEi�SECT10l :BEIiINf7 CURB Ail t.�r ./io ' e , h Sc�, ,m'••••pR:'' ,41: • •:;:,s:, 1raFFrc Engineering Cathedral City, C, 92234 TRACT MAP g DRAFfi' LLJr,,�3 r�r r 4 �3 �- (iciR.41 <j[ r.� -I[:;:�s:• "' Project �4onogement 1 1 i V { �lir Q, *i� PRIVATE REFERENCE: l�Ql#: 1 W r f '�i ' I sc �. I•I•.4---'• �;�a=I=:..;� �r , Contract 8dministrot9oo 750 323-5 44 r, _ Q�S PC ti0 4 • -- -- - Pia. 5188 F 1. ��.a. Consul 1T ; 76O 32 -58 9 fox} TT y a4 ELEVATION: ,lr� ryyre� iJ1S 1 - f [r' i�rr Y ATIO �: `t4]. i"f rG • I I i`, ,•;:'r•r 4 HECK: 1 -800BASIS OF BE - r - - -.- E f2/31 fos ;e1 13' i . PREPARED � aET PRECISE GRADINGPLANS s , Pr."37.1 ::::•• THE SUPERVISION! OF: Or eery r� + 'THE BERMS SHOWN HEREON A` BASED ON THE CEtifeiLINE OF `14ASHNG ON ST S r1L£: �. AS SHOWN ON TRACT MAP 2423[1:ON FILE IN BOOK 214 OF Iw4APS, PACES E9-62 - -- -- -- - . - `l C1V11- � •� '� AS SHOWN S1�EFT* 4BEINQ t C. DATE 1MT, IAPP'v' GATE TIMOTHY R. OiNASS Ir P.E. D►4TE '4T�r • c •+• � LOCATED IN A PORTION OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SBM _�..� �.....�� iw� • : re TWO WORKING DAYS BEFORE YOU DIG + :r r . . r - - -- PUBLIC WORKS DIRECTOR CITY ENGINEERGrE KRIS R. SCHULZ FORT Mr REFERENCE N DO' 3 fl0 W1 R E V 1 S I O N R.C.E. No. 45843 EXP. DATE: rt2 31/06 �,� R.C.E. NO. 46188, E P. 12f 1 flS � INVESTORS, INC. - - - - ... - ? ; -4:iir...... f I