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PP 1992-477It CITY OF LA QUINTA PLANNING & DEVELOPMENT DEPARTMENT 78 -105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 PLOT PLAN APPLICATION Case No. 22 -14Z7 Date Received 1 1271192- In order to process your application in a timely manner, please complete and sign this form. The information which is required to be shown on the plans and submitted with the application is stated on the back of this form. Failure to provide the required information is justification for rejection of the application. THIS APPLICATION MUST BE ACCOMPANIED BY A NON- REFUNDABLE FILING FEE OF $ -7r- AND COPIES OF THE COMPLETE tA�A1RCN -y_L6" 01• -27_92 iii �v �r,� a TOTAL 1 75.00 PLOT PLAN, LANDSCAPE PLAN AND ELEVATIONS. 2 Name of Applicant _y Mailing Address X02` Street Legal Owner OK 4LU� Phone City Zip Code Proposed Use vnew Location of Property (Address if known) p41S 9 �gi %� � p 2�a�� - Assessor's Parcel Number Legal Description of Property (give exact legal description as recorded in the office of the County Recorder) -- (may be attached) Signature of Applicant `7�G�L2 f�l/- ABC..! Date 2_92 Date rL. r� 11ii V JAN 2 7 1992 bw OF �A QWNTA PLAmNING DEPARTMIENT -W f To: Z �v TRANSMITTAL MEMO CITY ENGINEER --- CITY MI4GER el FIRE MARSHAL --- tC"l I TY SAFETY - -- - -- ILDING DIVISION' - -- From : PLANNNG & DEVELOPMMEW Subject: PROJECT REVIEW Case: PP 9-Zt — 4-77 PLEASE REVIEW AND PROVIDE ANY COMMENTS U MAY HAVE ON THE ATTACHED ITEM BY _ �L. •�t-. . COMMENTS :_ F�i�s �o,�;� r�,•���G ��o�k <-��G �«���.____. Date: ' f „\.I' F r /nopccs mzsZ ,8c' 7-w Thly r. —, An. : ' EVA Twyl 4 4Q" P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 1 FRED BAS IS of BEARIMOS: eENCAIMARX:RD -3- /E' EL Eli.' 92.067 L 0CA7 /ON 0.5M /L R'S. ALONG 7WC PROL ON* - TNE BE.gR /NU /V 0°/2'38' WEST OF7 -,YE AT /ON OF ADAMS ST. FROM 7#E !i /NT. OFA444f5 C ENTER L /NE O F A,OA M S S TREET A S � 44 rl'A VE Tpp TNE- E //VT. Or 711F PROLONOAWOW OF SHOWN ON MAP o f RECORD OFSURVEY ADAMS r IWIZ CS AVE 91 78 'N. E fRO #A NA /L TiN ON NE N W. s /DE Of M WER POLE 3,6 739 e) YT WAS T9 kEN AS Ti-/E BAS /S OF BEAR /NW 80, 4 'N E• FROM A NJ /L � T/N ON Tf/E N W 'USE'D ON TN /S MAP. S /LIZ- OF ROWER POLE # 36739 CWT. 50.0'E,ON MILE5AVC FROM A RA /LR04D SP/K 50.0;WOKM/� A RAILROAD ,P /KE f41GWV aX210 WR W K h . OR/ VE A vE-Ivve WICSrW14RO � ,yo REV I S IONS : ■ ■ so rs ss ss s# rs ri ri sy so si sa ds 61 sr sO PREPARED UNDER THE DIRECT SUPERVISION OF: JOHN A ALFORD R.0 E NO. $636 DATE: REGISTRATION EXPIRES: 12 - 31- 92 GENERAL NOTES 1. All work shall be done in accordance with the Standard Plans of the City of La Quinta and the Standard Specifications for Public Works Construction, latest edition, and Riverside County Standards and Specifications Ordinance NO. 461, latest edition. 2. Nothing in these plans shall relieve the contractor from obtaining permits as required by the City of La Quinta Minicipal Code. 3. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. He agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve any and all underground utilities. 4.• The contractor shall be responsible for the removal, replacement or relocation of all regulatory, warning and guide signs. 5. Street name signs and traffic control signs, type and location shall be approved by the City Engineer. Traffic striping, legends and pavement markers, type and locations shall be approved by the City Engineer. 6. The contractor shall not disturb existing survey monuments or bench marks noted of the plans, or found during construction. Removal and replacement shall be done by a registered civil engineer with an R.C.E. number below 33,966, or a licensed land surveyor only. 7. Grading shall be in accordance with the Engineered Grading requirements of the Uniform Building Code, latest edition, and Soils Report No. B 7- 0677 -PI, dated AUG. 31, 1988 , prepared by BUENA ENGINEERS, INC. 79 -811 Cour% +ry e Club Dr,S. -4, Bsrmud. D�ns,CA92201 , telephone (619) 345 -1588 8. The contractor shall notify the City Building Inspector 48 hours prior to any grading, brushing or clearing and each phase of construction ,at (619) 564- 2246, and 48 hours prior to requiring inspection. 9. During rough grading operations and prior to construction of permanent drainage structures, temporary drainage control shall be provided to prevent ponding water and damage to adjacent property. ' 10. The contractor shall be res onsible for rovidin ff ti f d t p p g an e ec ve means o us control which shall include provisions for adequate watering during the grading process and provisions for continuance of dust control after the grading until such time that the graded surface presents efficient protective cover against wind or water erosion that special dust control measures are no longer necessary. 11. Areas of future construction shall be planted with a seed mix approved by the City of La Quinta. 12. Construction operations and maintenance of equipment within one half-mile of human occupancy shall be performed only during the time periods as follows: October 1st to April 30th; Monday- Friday 7:00 AM to 5:30 PM Saturday 8:00 AM to 5:00 PM May 1st to September 30th; Monday- Friday 6:00 AM to 7:00 PM Saturday 8 :00 AM to 5:00 PM h Work shall be prohibited any time on Sunday or Federal Holiday. 13. After clearing existing ground shall be sacrificed to a minimum of 6" on Q the entire site or as recommended by soils report. Q • Maximum cut and fill slopes ;a '2:1 . `91 o_ ratios ar42 l u`n'less ofherw/s S •�'r.e,.B E. .' .>.,.., a, .�., .; :, -. °<' - .'dryry .*. r cx � wt 15.'Pads shall be' compacted to a min imum"o f 90% relative density per A.S.T.M Specifications and above mentioned soils report. 16. Minimum building pad' drainage = 2.0 %, Drainage swales shall be a minimum of 0.3' deep and be constructed a minimum of 2' from the top of cut or fill slopes. Minimun Swale slopA = 0.50% ' 17. All fills shall be compacted to a minimum of ninety (90) percent of maximum density as determined by Uniformed Building Code Standard No. 70 -1 or equiva- lent as approved by the City Engineer. Field density shall be determined in accordance.with the Uniform Building Code Standard No. 70 -2, or equivalent, as determined by the City Engineer. ! 18. All street sections are tentative, the minimum section is 3" A.0 /4" A,B. Class II, additional soil test may be taken after rough grading to determine exact section requirements. 19. Locations' of field 'density test shall be determined by the soil engineer`or approved testing agency and shall be sufficient in both horizontal and vertical placement to provide representative testing of all fill placed. Testing in areas of a critical nature of special emphasis shall be in addtion to the normal representative samplings., 20. All underground facilities, with laterals, shall be in place and inspected prior to paving, including, but not limited to the following: sewer, water, electric, gas and drainage. 21. The final utility line backfill report from the Project Soil Engineer shall include an approval statement that the backfill is suitable'for the intended use. 22. The final compaction,report and approval from the soils engineer shall contain the type of field testing performed. Each test shall be.identified with the method of obtaining the in -place density, whether sand cone or drive ring and shall be so noted for each test. Sufficient maximum density determination shall be performed to verify the accuracy of the maximum density curves used by the field technician. 23. All traveled ways must be cleaned daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to' the satisfaction of the City Engineer. 24, Block walls are not part of the grading permit. Submit for separate building permit. 25. All construction areas shall be properly posted and lighted in conformance with the State Manual of Warning Signs, Lights and Devices for Use in the Performance of Work Upon Highways, in order to eliminate any hazards. 0. 26. The Soils Engineer and Engineering Geologist shall exercise sufficient supervisory control during grading to insure compliance with the plans, JAN 1 0 199 specifications and code within their purview. PleCICIT'�(3��1(11J1�1��- 27. The design Civil Engineer shall .exercise sufficient control during grading PItOall'�plli�INTAdT and construction to insure compliance with the plans, specifications and code within his purview, KWL ASSOCIATES CITY OF LA QUANTA 712 Eugene Roaa PALM SPRINGS. CA 92264 TRACT NO. 23269 (619)327 7786 P/ OT PLAN t APPROVIED BY' SSE , T/ TL E SHEET OF -3 �S 'WANK Rt YNOLDS,CITY ENGINEER A PORTION OFIV. / /20FN.E.4OFSEC /9, T. SS, R.7E., S1-3,6 R.C.E. NO. 32740 - 4XPIRES: 6 -30 -90 DATE WPT. 1988 W 0?040 FOR '.WILLlAM5 OF-11. CO. F S. OIATE : S �30 �� 9 0• �_ L - k :x ,1 i xa =: rr. .1. 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'" . - '�'.?3 �l �:] =1 — 1 l; a ;1 �.I VHL C.: 1H lUtV ,.2 ` 4 , , GPM a> : , : SHEET NO. • , , 0 i 1./ VALVE, S IZE , FA i NOTES ,• , T C. D I 1 ,., E IAGRANt+1A THE,S PLANS ARE t y, Y . , I , r Y �`- e fit\ s i 2 . ;• MAIINLINE ;AND - .:VALVES :ARE :SHOWN IN HARDSCAPE FOR CLARITY 'ONLY -- .. ,., Q ! � E 3. I RR N CONTRACTOR TO PROVIDE , V N ADV XC 5001 CHECK VALVE ON ALL .HEADS ADJACENT ALCO , „ t.. y. ' :IGATIO To srn EWAWC AND CURBS _, . • ,. k� , + t r r" r y r. , , , r 1 ' , < i" f r + , s , c. : *. :� ". • :.rr ' r .,.: ,- .. : _ :. .. .... .. _.. «' •': ryi { , e - :."tip.`. s s , rt , �. 1 IT