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2875Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 450.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 550.00 Receipt No. Received by Date 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 DATE: January 7. 1999 Subdivision Improvement Permit — Class II I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION RAnchn La. Ouintot. wr_At side of Jeff Arson StrRat at Ave. 49 (Street address or Description of Location) PURPOSE OF CONSTRUCTION Construct tosmDorary wAtn rese rvair DESCRIPTION OF CONSTRUCTION FEMALE IhARI,n and line, for water ras ervair, — -- DIMENSION OF INSTALLATION OR REMOVAL SAR nlaa- SIZE OF EXCAVATION, IF NEEDED SAA nian- APPROXIMATE TIME WHEN WORK WILL BEGIN 1/11199 Sketch (attach construction plans if appropriate) Sea attached conditions. See attached plan. APPROXIMATE TIME OF COMPLETION 2128192 ESTIMATED CONSTRUCTION COST $ 1 5-00111 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this 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, loss 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. 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 of La Quinta and to pay for any additional replacement necessary as the result%o`f this / Y # Signature of Applicant or'Agent T.A. Dessert Develoment. P.O. Box 1716. La Ouiuta, GA 92253 (760) 771-1941 Name of Applicant (please print) Business Address Telephone No. Nuevo Engineering, 79811 Country Club Dr., Bermuda Dunes, CA 92201 (760) 345--1778 Name of Contractor and Job Foreman Business Address Telephone No. 438834 157 Contractor's License No. City Business License No. National Union Fire Insurance Co. GL5440206 RA "�► Applicant's Insurance Company Policy Number �-,► ' FEES: Subdivision Improvement Permit — Class III Public improvements: 3% of estimated construction costs 19gg Private improvements: 3% of estimated construction'costs j JAR 1 `F ,7 • PERMIT VALIDATION PERMIT NO. 2875 DATE APPROVED 1/7/99 EXPIRATION DATE 1/7/00 DATE ISSUED ff..�� By 'e2l:4* G�.X.C.,r..h. y' Administrative Authority Recorded by 11 Telephone: (619) 777-7075 - NUTE-` With proper validation this form constitutes an encroachment permit is CITY OF LA QUINTA r: 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 DATE: January 7, 1999 Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Rancho Lae DuintA. vast snide of .1affarson $treat at Ave. 49 (Street address or Description of Location) PURPOSE OF CONSTRUCTION C0U4t wct tooko Crary wator Sketch (attach construction plans if appropriate) reservoir DESCRIPTION OF CONSTRUCTION ilrteayate basin. and See attached conditions. line for water reservoir. See attached plan. DIMENSION OF INSTALLATION OR REMOVAL San al an• SIZE OF EXCAVATION, IF NEEDED Sol RIAa- APPROXIMATE TIME WHEN WORK WILL BEGIN 1/11 99 APPROXIMATE TIME OF COMPLETION 2/28/99 ESTIMATED CONSTRUCTION COST $ 15..000 (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this 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, loss 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. 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 of La Quinta and to pay for any additional replacement necessary as the result of this workA, -, Signature of Applicant or Agent T,D. Desert Aevel,op"nt, F.O. Sax 1716, La Quint*. CA 92253 (760) 771-1941 Name of Applicant (please print) Business Address Telephone No. Nuevo &nginoori.nS. 79811 Country Club Dr., lortauda ]Dunes. CA 92201 (760) 345-1778 Name of Contractor and Job Foreman 43$S34 Business Address 137 Telephone No. Contractor's License No. City Business License No. r S* National Union Fire Insurance Co, C'L5440206,EA Ott 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 $ 450`.00 100.00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 550.00 Receipt No. Received by Date Recorded by 2470 PERMIT VALIDATION PERMIT NO. 2876 DATE APPROVED 1/7/99 EXPIRATION DATE 1/7/00 DATE ISSUED By Administrative Authority Telephone: (619) 777-7075 r , , .. GEN ERAL NOTE - _ • 0 �0� � Old C�I�:� 1 . A L W • L WORK SHALL BE DONE IN ACCORDANCE THE STANDARD PLAN LA' QUINTA AND THE STANDARD PLANSOF THE CITY OF DARD SPECIFICATIONS ECIFICA 0 TION OF S FOR PUBLIC WORKS , ; „ . L A a M� Q ��Q 8��0 CONSTRUCTION, LATEST EDIT UORDIN, ION, AND RIVERSIDE C OUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, "LATEST EDITION. ' 20 � 190' C/L : THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THECITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. - + :73 20'. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE _ - R/W : WAY ONLY. THE CONTRACTOR SHALL DETERMINEEXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES � t VARIES � TO BE FULLY RESPONSI ANY- RESPONSIBLE FOR AND ALL DAMAGES WHICH MIGHT BE OCCASIONED.. -BY HIS FAILURE TO EXACTLY w 55 LOCATE AND PRESERVE EVE ANY AND ALL UNDERGROUND- UTILITIES. . : I r I 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING ; .. 20' 150APPROVED y 5. AND GUIDE SIGNS. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS,; TYPE AND LOCATION S HALL BE - 20' BY THE CITY ENGINEER. TRAFFIC STRIPIN TYPE AND` STRIPING,'LEGENDS AND .PAVEMENT MARKERS, LOCATIONS SHALL BE . . _ _: _. �:: _ c�• � ' 6. APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL, NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS 9�. NOTED ON THE PLANS, OR FOUND DURIN IG.CONSTRUCTION. REMOVAL AND SHALL REPLACEMENT BE DONE BY A_REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33966 OR A LICENSEDLAND SURVEYOR ONLY. TOP 39.4 I 7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED EERED GRADING REQUIREMENTS 2% _ 1 THE .OF E UNIFORM BUILDING CODE, LATEST EDITION ON'AND _ TOP 39.4 - SOILS REPORT NO.:-B7-1094-P1 TOP 39.0 2% ; _ _ DATED. 5-23-89 TOP 39.0 _ - - PREPARED BY. EARTH SYSTEMS CONSULTANTS f TELEPHONE, NO.: 345 1588 - - 2• P+ - ,.;SHALL I JEFFERSON STREET 8. THE CONTRACTOR NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING BRUSHING G ' OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760)777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. = 9. DURING ROUGH GRADTNG.OPERATIONS AND PRIOR TOCONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT . T WITHIN ONE HALF MILE r OF HUMAN OCCUPANCY' SHALL BE PERFORMED ONLY DURING THE TIME PERIODS • AS FOLLOWS: OCTOBER IST T - 0 APRIL 30TH. MONDAY FRIDAY 7. 00 AM TO 5. 30 PM BOTTOM 29.0 SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH:MONDAY-FRIDAY 6:00 AM TO 7:00 PM : SATURDAY 8: 00 AM TO 5: 00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. ss . AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM ' MUM OF 6 ON , THE ENTIRE SITE AS RECOMMENDED BY THE SOILS REPORT. TYPICAL SECTION 12. MAXIMUM CUT AND FILL SLOPES = 2: 1. 13. PADS SHALL BE COMPACTED TO A MIN IMUM OF 90% RELATIVE DENSITY PER A.S.T.M. _ NTS SPECIFICATI ONS AND THE _ABOVE MENTIONED SOILS REPORT. 14. MINIMUM'BUILDING LDING PAD DRAINAGE SHALL BE % 2 DRAINAGE SWALES , , SHALL BE A MINIMUM OF 0.3 DEEP 'AND BE CONSTRUCTED A MINIMUM 50 M OF 2 FROM THE TOP OF C OR UT .FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL B - E 0.50%. 15. A , LL FI LLS SHALL BE COMPACTED 1 TED TO A MI NIMUM OF NINETY (90) PERCENT OF .MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE SEC. 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER: FIELD•DENSIT Y SHALL. BE DETERMINED IN ACCORDAN • CE , - WIT H UNIFORM BUILDING CODE SEC. 7002 OR EQUIVALENT, IVALENT, AS DETERMINED BY THE CITY ENGINEER. ; f 16. ALL STREET SECTIONS ARE TE NTATIVE, THE MINIMUM SECTION. IS 3 A.C. 4.5 CRUSHED r AGGREGATE OR CRUSHED MISCELLANEOUS i. w OUS BASE ADDITIONAL / NAL SOILS TEST MAY BE REQUIRED AFTER ROUGH GRADING TO DETE RMINE EXACT SECTION REQUIREMENTS. • -a o CITY ENGINEER TO APPROVE FINAL SECTION. i 17. • cv� LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY TH QUANTITY ESTIMATE E SOIL ENGINEER ,: - OR .APPROVED ,AGENCY AND SHALL BE SUFFICIENT IN BOTH HORI ZONTAL ONTAL AND VERTICAL TOE 39.4 PLACEMENT TO PROVI DE REPRESENTATIVE TESTING OF ALL FILL PLACE D. TESTING IN xc , A 2 REAS OF A CRITICAL NAT URE OR OF SPECIAL INTEREST .SHALL BE IN ADDITION m � m RAW CUT 45135 . TO , 5 35 CY THE NORMAL REPRESENTATIVE SAMPLINGS. .f.:..- � � LINGS. Lir __�✓' 18 ALL UNDERGROUND FACILITIES, ... TOP 39.0 t ES, WITH LATERALS SHALL ::RAW FILL 4�5 BE IN PLACE AND INSPECTED � CY PRIOR TO'PAVING. INCLUDING, _. _ • ING BUT NO , T LIMITED TO THE. FOLLOWING. SEWER, WATER cn N00° 03' 05"W 300 ELECTRIC, - GAS AND DRAINAGE..--- - - ' 19 , . THE FINAL UTILITY LIN E BACKFILL REPORT F - I FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL � TOE 3'. 0 / � , L STATEMENT � i THAT THE BACKFILL IS SUITABLE FOR INTENDED .. rn USE 0 20. FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN o THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE ' HOD OF OBTAINING THE IN -PLACE D - � o, METHOD ENSITY, WETHER SAND CONE OR DRIVE RING o Q AND SHALL BE SO NOTED FOR EACH TEST. SUFFI CIENT MAXIMUM DENSITY DETERMINATION o SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DEN - SITY CURVES - 52 - CONSTRUCT TEMPORA INED cv c,� USED BY THE F o � � w v � IELD.TECHNICIAN. `�-- CONS T - GI•-I$N-WA ET R RES^ERVGI-R: - 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF AL _. in w L DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRAD TOTHE 50 � A u� �. GRADING OPERATION. CLEANING IS TO BE D SATISFACTION OF THE ONE TO THE crs w E CITY ENGINEER. MAX WS 8.0 22. BLOCH WA LLS ARE NOT PART. OF THE GRADING P AREA OF__STOCKPILE FOR OVERAGE PERMIT. SUBMIT F � icy o o v _ _ P OR SEPARATE BUILDING cn BOT 29.0 PERMIT w _ m ao rn rn 23. ALL CONSTRUCT ION AREAS SHALL BE PROPERLY POSTED AND LIGHT co cv m m LIGHTED IN CONFORMANCE . 2:1 w S2 z WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AN D DEVICES FOR USE IN THE w 0- a ! PERFORMANCE OF WORK UPON HIGH WAYS, IN ORDER TO ELIMINATE o 0 0 ;� MINATE ANY HAZARDS. 24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONT ROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, 2FI 2% y SPECIFICATIONS AN �.... � •...-_.�� D CODES WITHIN THEIR PURVIEW. TYP TYP 2:1 0= 25. A DESIGN CIVIL ENGINEER SHALL EXERCISE ', o SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE 'COMPLIANCE WITH o � � WI THE PLANS, SPECIFICATIONS, AND CODES F- THIN HIS PURVIEW. iu m J 26 . THE CITY ENGINEER WILL REVIEW FOR APPROVAL. _ 4 a.THE FINAL STREET ,� "r'.'' m 0- 11 " SECTIONS AFTER �� SUBMITTAL OF � R VALUE TESTS FOR ROADWAY SUBBASE m w 27. THE CONTRACTOR IS a RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER z INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS ts; z a o EMENTS BY �J A� __ ,•-�, .., a i w o 0 48TH AVE THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE -- _-----''r --,�\ RETENTION/INFILTRATION FACILITIES. ,,,�-�---'' ��? cu� � � � f-• IES, .THE CONTRACTOR SHALL CONDUCT, IN THE CRC _ PROPOSED z a cn PRESENCE OF THE CITY INSPECTOR A ` 0 , . , PERFORMANCE TEST DESIGNED TO CLEARLY CONST.ENTRY,GATE _ <v z DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FA CILITIES. _ \ 28..THE CONTRACTOR SHALL PROVIDE WIND 40*e } o - a =y, m EROSION AND DUST CONTROL MEASURE AS 4 Cu, �� v ��i 3 `r REQUIRED BY TH � � E FUGITIVE DUST CONTROL PLAN APPROVED FOR .THIS PROJECT. 4? - _x. _ +� 3c�+ V w w EX FENCE EX PP ..;., -+- ., m EX PP ,`�, w EISENHOWER DR �P { -- -- -- _ SITE EX R/W - - ( cc� O � Lo 49TH AVE " 0 e Ca A I Q�� O� �Q Q��Q��r cn - EX 12 AC IRf�, MAIN EX 12 SEWER FORCE MAIN r to EX SIGN i Q M -SFM r -SFM- tc7 - -IRR- -SFM- - - _ w �., SFM -SFM - - - - c:-s_ �a �. SFM -----tr------- ----- ------ G - EX GAS MAIN -- ---------- --------n X EP f JEFF ERSON STREET I - S�TH ' V .� A ENUE C/L SECTION LINE & CITY LIMITS - EX R W 4 )r IRR - -.LRF� -- ----- _ IRR w IRR .� - -= -� � I FAR .�_ EX IRR MAIN O I /1-1 ♦ ,< - - - tti I ` a7 l - ., I i I �, I ..VACANT w / (EXl&T�NG I I � I / CVWD IRR. I� r 49 ,H AVE PUMP sTa.) i �" (RESIDENTIAL) _ UNDERG ROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL SEAL APPROVED BY. DATE. ALL UNDERGROUND.. UTILITIES OR STRUCTURES RE PORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCOR DANCE WITH GENERALLY IN THE CITY OF LA QUINTA CALIFORNIA OTHERS AND THOSE SHOWN ON THE. RECORDS EXAMINED ARE. IN DICATED DILATED WITH 'ACCEPTED CONSTRUCTION PRACTICES CONS TRUCTION STRUCTION CONTRACTOR WILL BE p THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQU IRED 0 GRAD ING N N�Q G THESE PLAN TO ASSUME. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE IJ � 'PLAN Oil � Q FOR CH 0 IJV��LJV RIS A VOGT CI _ S OR PROCEEDING WITH IMPROVEMENTS PURSUANT -THERETO, AGREES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,. TY-'ENGINEER 1 TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING CITY TEMPO OF LA QUINTA, TEMPORARY CONSTRUCTION STRUCTION WA s��T. � TER SAFETY OF ALL PERSONS AND PROPERTY, :THAT THIS REQUIRE- (� 0 RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE � C� REPORTED TO THE TO APPLY CONTINUOUSLY .AND .NOT BE LIMITED TO - - R.C.E.' N0. 44250 6 30 01 EXP. _ UNDERSIGNED, NOT INDICATED -0R SHOWN ON THE RECORDS. NORMAL WORKING HOURS AND CONSTRUCTION : • DATE. 77 682 COUNTRY CLUB DRIVE. RESERVOIR EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY RUCTION CONTRACTOR FUTHER AGREES _ . STE F-2 TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HA PALM DESERT CA': MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY HARMLESS FROM • 92211 PREPARED BY 49T 1 DATE. _ H AVENUE & JEFFER SON OTHER .ANY AND ALL LIABILITY, .REAL OR ALLEGED, IN CONNECTION WITH THE S UTILITIES OR STRUCTURES FOUND AT THE S _ T• PH. , 760 34 - _ ( ) 5 7808 FAX. OF SHTS 760 34 OR'S R SITE. IT SHALL BE THE CONTRACT PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING ( ) 5 4727 ESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR ,- FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.-. STRUCTURES CONCERNED BEFORE STARTING WORK. i MARK SCALE- = MARK- - - KEIT 1 40 PD 102 70 `'BRASS CAP M - REVISIONs nPPR H A CHRISTIANSEN 11 ON. STAMPED SPECIFIC -PLAN 84 004 DATE PD-102-70 "NE AR INT.OF WASHINGTON S T& IN THE f 1 2 OF S DESIGNED � / SECTION 32 T5S R7 E, SBM IGNED BY. DRAWN BY. CHECKED BY: 50083 ' - - - ' AVE 50.315. 0 W . ON AV ' R.C.E. NO. EXP. DATE. 6 30 01 HATE. .DEC 1998E 50, 45.0 N.BEHIND CURB , 6.0'S.OF PP#T298 FM , 60 FLUSH IN LAWN EL 43:772 T.D.DESERT DEVELOPMENT w_o_ No: #P# 20 SCALE GRADING - ADING PLAN TEMP IRR _ _ . LAK 1004 [0 28 PF. 950 _ ----- l 19 7001 2 �. 2 Dec 98 12.06 PM / 028.i600 i