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01421 Na. u; NOTE: ' With -proper validation this form constitutes an CITY OF LA QUINTA ' encroachment permit. APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I XX ` DATE: August 6, 1985 Minor Improvement Permit Class IV LOCATION ,OF CONSTRUCTION ` 55-900 PGA B1Vd. Plot Plan #85-183 Temporary Clubhouse and Sales Facility (Street address or Description of Location) ; PURPOSE OF CONSTRUCTION On site imnrovements Sketch (attach construction plans if appropriate) DESCRIPTIONq.OF CONSTRUCTION _AC Pavina and associated imnrovemes�ts Plans on Pile DIMENSION OF INSTALLATION OR REMOVAL see nlarl�i SIZE OF EXCAVATION, IF NEEDED see glans APPROXIMATE TIME WHEN WORK WILL BEGIN 8/12/85 APPROXIMATE TIME OF COMPLETION 12/31/85 ESTIMATED CONSTRUCTION COST $ 100.487.00 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) y In consideration of therantin of this g g., permit, the applicant hereby agrees to: Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or 'loss resulting from claims or court action and arising out of any accident,doss or damage to persons or property , happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to .this application. � ' tit, •k'' al Notify the Administrative Authority at least twenty-four ,(24) hours in advance of the time when work will be started. ; Comply with all applicable City Ordinances,. the terms and conditions of the permit and all applicable rules and regulations of the City ofs^`',, ; La Quinta and to pay for any additional replacement necessary as the result of this work. /• , � I 9afure,6f Applicant or Agent C P.Q. Box 1000 La Quanta, CA 92253 t 619-345-2888 Name of Applicant (please print) Business Address Telephone No. RAMP, SAME SAME Name of Contractor and Job Foreman Business Address Telephone No. . on file 133 Contractor's License No. .'City Business License No. on fi 1P on file , Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule �• Inspection Fee $ 301A4 -61 I PERMIT VALIDATION Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ Receipt No. Received by Date - a -3014.61 Recorded by PERMIT NO. 143 DATE APPROVED •Atiaust 7. 1985 EXPIRATION DATE~ December 31, 1985 DATE ISSUED OW &-> BY 7AARministrative Authority 'TELEPHONE: (619)564-2246 n n o 1 2' FS 50/ 18_ j FG 501.0! i \ (4984-- 49 498 4949'I 49 H / R /t/H/TE S7 rrP T i 900000" 5.00' 7.85' 5.00' hEt f5�91 3ti fy��ti fya L fA�3 Xu / bqa 9k� ►� fy� - fy�i H R /t/H/TE S7 rrP T i 900000" 5.00' 7.85' 5.00' 2O 180°0000 4.00' 12.57' O 900000 30.00' 47.12' 30.00• ® 5 Ave NUE 54 f�+•' PN/ GENERAL NOTES , • 1. All grading shall conform to the Uniform Building Code, Chapter 70, as amended by Ordinance 457. Ate!„ 2. Minimum building pad and drainage swage slope shall be 1% if cut or fill is less t than IO', 2S if cut or fill is greater than 10'.' 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. 3. Maximum cut and fill slopes 2:1. n 4. Provide 5' wide by 1'.high berm or equivalent along the top of all fill slopes S/re L064:10 i over 5' high, 5,501.33 FG .6 14, o 5. All grading shall be done under the supervision of a competent Soils Engineer who N- shall certify that all fill has been properly placed and who shall submit a final. compaction report for all fills over 1' deep. ` 6. A Registered Civil Engineer shall submit to the Building & Safety Department 0 VICINITY MAPwritten certification ofcompletionof rough grading in accordance with the approved grading plan prior to issuance of the building permit. Certification ~TS shall be to line, grade, elevation and location of cut fill slopes. ..� 7. Final compaction report will be required for all fills greater than one foot. 1 - - 8. All grading shall be done in conformance with recommendation of the preliminary .:- soils investigation by LEIGHTON b ASSOCIATES dated JULY 15, 1983. Two sets of the 1 final compaction report shall be submitted to the Building & Safety Department i o `f��� which shall include foundation design- recommendations and certification that 1 grading has been done in conformance with the recommendations of the preliminary �0 soils report. 00 9. The contractor shall notify the Building & Safety Department, City of La Quinta,? 78-105 Calle Estado, La Quftta, CA, Telephone (619)564-2246, at least 24 hours in- A4949 n- 49q ,��, �g advance requesting finish lot grade and drainage inspection. This inspection must ,��, ` g• a / be approved prior, to building permit final inspection for each lot. q 10. Cut slopes equal to or greater than 5' in vertical hei ht and fill slopes equal to or rester than 3' in vertical height shall be planted grass or ground,cover 9 9 P 9 9 �, to protect the slope from erosion and instability prior to the final approval of 498 � - - t_ ' � •S Do fi.nal In.spection (v `` � � •• .: 14 q � I 11. No fill shall be placed. on existing ground until the ground has been cleared of a ti weeds, debris, topsoil, and other deleterious material. -- 12. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, keyed, and benched into firm natural soil for full supporta Preparation # shall be approved by a Registered Soils Engineer prior to placement of fill ash , material. 13. During rough grading operations and prior to construction of permanent drainage structures, temporary drainage control should be provided to prevent ponaing water and damage to adjacent properties. R I 14. Dust shall be controlled by watering or -other approved methods. J 15. All existing drainage courses on the project sitz must continue to functior, especially during storm conditions. Protective measures and temporary drainage www q9s `__ provisions must be used to protect adjoining properties duttnq grading operations. / 16. Stability calculations with a factor of at least ene and five tenth (1.5) shall ba 30 pP h� �(o°t rzP/ I submitted by a Soils Engineer to the Building and Safety Department for cut and 13�p ' �I fill slopes over 30' in vertical height. Fy/o h; /.00 /o _ _ 1.00 / 17. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification 9�RIO/ I of building pad elevation. Where specific elevations are required, the elevation Q (with respect to mean sea level) shall be given. If an elevation with respect to 0 Fy' adjacent ground surface is required, the actual distance above the adjacent ground �/ shall be given. A �h 1x ti5� I 18. All offsite slopes (cut & fill) shall be planted with grass or ground cover to protect the slope from erosion and instability in accordance with Ordinance Number 457 prior to the approval of final inspection. F I CURVE DATA CONSTRUCTION NOTES / I ilku k i _ I � =W I2 � $4 � 492 � I ° n A A - � I i NO 4 R L T 0 900000" 5.00' 7.85' 5.00' 2O 180°0000 4.00' 12.57' O 900000 30.00' 47.12' 30.00• ® 900000' 18.00' 28.27' 18.00' O /200000 33.00 69.12 5716 © 1200000 18.00' 37.70' ,2/. /B ' { O f200000' 5.00' 10.47' 8.66' ® f60000,00" 5.00 f3.09 18.66' O 1500000'7.00' W.O. 18.33' 26.12 10 150'0000, 8.00' 20.94' 29. SG' 11 150°0000" 4.00' W. 47' 14.93' 11 600000 , 10.00' 10 47' 5.77' 13 90°0000' f0.00' 15.7/' 10.00' i4 f200o0op f0.00' 10.94' 1 f7.32' 15 90'0000' 6.00' 9.42' a 00' 1 fo 11 6000000" /6.00' 18.85' 10.39' 18 (500000•' go. 00- 3/.42' 17.32' O--c'OrvST. eve OVER 4" CL - 2 AGC,• BA 5C /NSTALI 2 "X 4 " REOPYOOO /HEADER J CONE'T. 4 COZOPED ANO TEXTURED CO/✓C. CONST 6 a COZ0,6CO AND 74,r7=40 .PE/NF CONC. CONST. 4 n C'OCL.�PEO .4ND TEXTURED RCINF C•ONC. J INSTAL[ B011AR05 PER 0fTAlL-1, S!/r7- Na 2 OF 5'/7Z- PLAN \J fONST. 4X4' /'DEEP; f/LL WITH GRAVEL ESTIMATE OF QUANTITIES f. 29iA.C: Pilmr ovER 4'• CL. 2 AGG. BAST 74862 2. 2 'X4 ,PEDW00,9 3 Z3 3 L. F 3. 4'razoeED TE.►TU.PEO CONI. &7.50 .6 F 4. 6 " COLO,PED ¢` TEXTU,?ED CONC. 3100 6. F k 4"C010RED 4 rEXURED REIN. CONC. C-200 9.,r �5 ---- Co 60GLAR,0S I/ EA. rrp -�` T YP � i 40.00 TN1CK A.C. P VA4r CT Ye) o� 3s �/ t � _ CITY OF LA QUINTA tO0•r = _ /00%000/',ma ,` - 3 , Community- Developmen BIdg. Dept. 2X4%?EDWDOD-'; ��17 R�ti 1� 9�`- NEADER. ACC �% �E3 �"' tr t CTI O N 2 1 .4 E AGG• BASE (TYPE ti // I SUh-JECi TO INSTALLATION AS PER U13 C %7-,V. A --r> "t 000I G C. 00 SECTION SECTION A -A AND ALL APPLICABLE CODEs 9'9/ h °o,,�� h �a Nj9 AUG 6 )�� 3 F5� IV03'4G si,w ` a 0 r REL . BY41 0'3J pAN ER D l •-- 6,0 -o T s T1 / - AUS 9 1985.��,,r-.ti..T�i•a,T I 6u \ FRiVATE ENGINEER'S o �� '� \ �:• z . :... 1St .OTICE TO CONTRACTOR Q H c The existence and location Q1 -any underground ' I PREPARED FOR: • � � i �. __- ,_:. �- :�- �q• 0 uta i;ty pipes or structures shown on these plans LANDMARK LAND. COMPANY ore obtcined by o search of the6ovoiloble re- - �0� - ��w P O. BOX IOOO cords. To the best oI our knowledge there vre til ail _ � I h shall assume sole and complete responsibility for job 'Contractor agrees that e p site conditions during the course of construction of this Project, including safety of all persons and property; that .this requirement shall apply continuously and not be lim- . ted to normal working hours; and that the Contractor shall defend, indemnify and r hold the Owner and the Engineer harmless from any and -all liability, real or alleged, _ 'Y in connection with the, performance of work on this Project, excepting for liability arising ,from the sole negligence of the Owner or the Engineer. i / EX/57- 41/0egS �� FOR 5'T�PEET //Y/PROvEMENT g Ol �°t' �3 a 9 p , mop" ° 0� PLAIV SEE C/Tr O/� LA LA QUINTA CAL. 92253 no existing utilities e�cc t a: shown on th's mo Cad°0�a PGA BLVD STW 67PLAN (,ApO� `�a ` y The Contractor is required to to?ce precoutionorr kF a �° / measures to protect the utility lines Shown and EY/ST. ony other line; not of record or not shownon this drawing. BLVD - GRADING PLAN PLOT PLAN NO. 85-183 PGA WEST TEMPORARY CLUBHOUSE AND SALES AREA NO. I DATE A PORTION OF SW 1/4 OF SWI/4 OF SECTION IG TG S, R.7 E, S. B.M. REVISION BY BENCH MARK: RIVERSIDE CO. CITY OF LA PUNTA E ENGINEERING SERVICE CORPORATION DESIGN BY: SHEET P.D. 109-70 CONSULTANTS IN CIVIL ENGINEERING &LAND PLANNING Egg/ ' 2.0 Mi. S/O STATE HWY. 111, AT JACKSON APPROVED BY: QV P. E. OF ST., AREA 2.0 Mi. W. ON AVE. 50 45.0 FT. 74-303 HIGHWAY 111, SUITE A W/O MADISON ST., 18.0 FT. S/O AVE. 50 PALM DESERT, CA 92260 (slslssa-ss97 P'M.. A CHISLED SQ. ON S/E WING WALL OF CANAL BRIDGE. IN THE N/E 1/2 SEC. OF SHEET ) SEC. 4, T6S-R7E FB PG: 24 AND 40 INDIO 749-845 yyl �� �Y \ ��- W.O. DWG. NO. } 31 1970. -i ELEV. 27.941 DATE RICHARD WCOY R.C.E23953.CiTY ENGINEER ANGINEER R.C.E.13095 DATE 2/70