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MUP 2005-63741 FWANCK 0 Rrnmncoft.�� 0 0 City of La Quinta Community Development Department a7 -495 Calle Tampico Uinta, California 92253 ( 777-7125 FAX: (760) 777-1233 'rte p0`� r��1/��~_ PR 2 ,IATOR MINOR USE PERMIT OFFICE USE ONLY // ~ Case No. V KO ��iS"' 63 / Date Recvd. - Fee: 4P -M.00 Related Apps.: Logged in by: APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT(,Jf� , �2� A 2 K �� ► � � 7'�- �u i.0 % LL C (Print) MAILING ADDRESS Zoo 4)A52/A,1g 20 A -df- iLioy Phone No. 7l0 -9 39- P�)_3g CITY, STATE, ZIP: &6 , el) GW Zz Fax No. 760 - B 31- b Z46 PROPERTY OWNER (If different): _�4 W 9 - (Print) MAILING ADDRESS: Phone No. CITY, STATE, ZIP: ��" Fax No._ PROJECT LOCATION: PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): Z 31299 A'OW 7%Z ' ZZU `mow A] Minor Use Permit , SUBMISSION REOUIREMENTO - ..0 ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 11" sheet or folded down to 8'%z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT (Please Pri ) SIGNATURE OF APPLICANT A - DATE ^ os NAME OF PROPERTY (Please Print) SIGNATURE OF PROPERTY OWNER( IF NOT SAME AS APPLICANT: DATE (Signature provides consent applicant to u e for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit WATERMARK GRANITE LA QUINA` A LLC ' BANK OF AMF' 200 E. WASHINGTON AVE., STE. 100 220 S. E IDo 220SESCOA BLVD. ESCONDIDO, CA 92025 ESCONDIDO, CA 92025-4183 16-661 1220 DATE CHECK NO, AMOUNT April 26, 2005 106 $*********75.00 Pav:***************************************Seventy-five dollars and no cents 116000000 10P311' 1: 1 2 2000 6 6 0: 14 200 3 7 ?F3 311' 0 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 May 17, 2005 FILE COPY Brad Fomon Innovative Communities Watermark Granite La Quinta, LLC 200 E. Washington Ave. Ste. 100 Escondido, CA 92025 SUBJECT: MINOR USE PERMIT 2005-638 Dear Mr. Fomon, (760) 777-7000 FAX (760) 777-7101 The Community Development Department hereby approves your application request to install a 12' x 60' temporary construction trailer on Tract 31732 (south of Avenue 60 and east of Monroe Street), as shown on the attached exhibit during the construction of the facility, subject to the following conditions: 1. Once the trailer is installed, it can remain on-site for a six-month period. However, an extension of the six-month period may be applied for, with no additional fee, in writing to the Community Development Department before expiration. The Community Development Director may, after reviewing the facts, extend the use of the trailer for another six-month period. 2. Use of the trailer shall be limited to the hours of construction as listed in the La Quinta Municipal Code (Chapter 6.08, Nuisances). A copy of this time schedule can be obtained from the Building and Safety Department. 3. A building permit is required for the temporary trailer and temporary electric power. Please apply to the Building and Safety Department for a permit (760-777-7012). Written permission from the property owner is required before a building permit can be issued. 4. The trailer shall be placed a minimum 10 -feet from the street unless otherwise approved by the Building and Safety Director. 2005-638 Contruction Trailer.doc 0 0 5. A building address shall be installed on the trailer to help identify the temporary. business location (e.g., minimum 2 -inch high letters in a constrasting color). 6. Provide one 2A 10BC fire extinguisher inside the construction trailer and sign over the exit door which. states 'Door to Remain' Open During Business Hours.' 7. The trailer, if elevated off the ground, shall be skirted with metal or wood siding material. The skirting material shall be painted to match the exterior color of the construction trailer. The exterior surfaces of the trailer shall be painted (or may be stuccoed) and in overall good condition. 8. No temporary signs are permitted unless separately approved by this Department. 9. No exterior lighting for the trailer is allowed unless approved by the Building and Safety Department. All security light fixtures shall be hooded to prevent light glare from being cast onto adjacent residential properties. 10. Mounted close to the front door on the outside of the building shall be a written notice informing emergency personnel of your 24-hour emergency phone number in case of problems arise that need your prompt attention (i.e., minimum one -inch high letters). 11. The trailer and fence shall be removed from the site prior to the issuance of Certificates of Occupancy. 12. Provide restrooms facilities to accommodate on-site construction workers. 13. Dust control measures shall be employed if construction parking is allowed adjacent to the trailer. 14. The City may elect to add conditions to this application request to mitigate any problems that may arise and are not address herein. If you have any questions, please contact me at (760) 777-7070. Very truly yours, CI . - TIM NGU N Assistant Planner 2005-638 Contruction Trailer.doc 0 c: Building and Safety Department Public Works Director Code Compliance Department Sheriff's Department 2005-638 Contruction Trailer.doc 0 Tentative Trftt No. 31732 • -� - - -- - -F--- Initials •• Case No. Exhibit 511 P D With Conditions OONUA VA1FY HWER MW (" =-2651 ODE K BR umm 08ROOf. c" 399-Q011 mm (am 451-5000 NIR GV4 CMAW (000) 427-8W fK ■HOER (700) 340-1312 CMIRMI O. � I MUM IMILL R OW IEAO nMW DFAMOIINf SCAR O PUIN O � MWEII OIL PFR OTY WLM = WDy Of1MR W SDXM RAN 9 , 0. Lc ; SOL FI A9 73 IIIMM !VERY PEA WV A MDR W F101 DICWTION IF PRM Of101FAM AND, A V0*=ON NOIF7JOpR WMAIT WHIM P17IB551pN TO EXCAVATE SF om a 14 OM FOR E F1m"T10N Slaw HEFT n MORE DFORNAATON YOU CAN 3030 S1TUR +-(M AWS ENGNM 1Nf UNDFRSIONED SOIL'S EN RECEIVED TNI9 RxrAallo Puu STANTWL COLIPLI4Nf5: wrtN 1 IN THE GEOfECHNDCAL am INR6 PROJECT NO. 544-411 ENGINEER • 1, ; 200 L MASHMMN AYE. 5= ESOONOCO, CA 02020 (78010-62]! A39E9SOR'9 PARI AP16 704-290-001 AND 71 IEAR080 HEREON ARE &M ONE-QUARTER OF SECTION 3 THE FAR�Nt�Sm 62 I W28`51r EASE AS SHOW a THROUGH 6 OF RECORDS OF FLOOD ZOPE nm :DIVE DESWPNTION "0' DATED: AST 10. 2003 SHEU XIDEX SHEET + COVER SHEET z SEf41M SHEET &_ROUGE( SHEET 4_ROM SHEET S_ROUGH SHEET 6__ROUGN MASS EKCAVAT4N SFQONKAGE (23 1 SINOS®pNCE (0 TOIL 1 PFEPAR UNDER 71+E DIRECTION OF: �+NQ� DATA R ra 20000 R.C.E 20596 Ev,V 0- APPROVED O r o N r E 70-000 Avwm 47 Qu1t m° ��G 0 e N o L T FM 740-771- IN THE CITY Of LA QUIN' TENTATIVE 1 ROUGH AYI C DA1� EMTlao-701= a p10� B" 1 R. • P L A N N E R B N O I N F F �R S U R V E Y O R S COVE SGIE: SEE ABOVE e 0 r O N r A N u0-1 am ply. V. Si arA! a cYw rm s >mmrAa aTF- FEB 2005 ,MMO MILL 2D�E R"1°°„�'AOa°01,,,�,' ST. so tr ; Do M 0oew -L EBR: INNOVATIVE COMI 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 THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. 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 COMENCING WORK. HE AGREES TO BE FULLY RESPONSBILE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONBISBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHA! BE APPROVED BY 'T.IE CIT ._91 I151_E?. T AF5C WR1RNIG, �LECENDS AMI) FA`vEMENT MARK' KS, RPE MD LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON 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. 10. 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 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 SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEAND 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. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, UGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOT) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PIAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORLTY SUBSEQUENT TO THE PLAN APPROVAL DATE. PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN CONFORMANCE WITH THE CALTRANS' "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA -C2 -AR -4000 BASE COURSE (LOWER COURSES): IIIB-B3-AR-4000 THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS: AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL. CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1K CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S' FOR SEWER, 'G' FOR GAS, AND "E' FOR ELECTRICAL POWER. UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. , GRADING NOTES In the City of La Quinta, County of Riverside, State of California 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS Rough Grading REPORT, N0. 544-4116 DATED: MARCH 18, 2004 PREPARED BY: SLADDEN ENGINEERING TELEPHONE NO. (760) 772-3893 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE Tentative Tract No. 3 SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. I 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. 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. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6' ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90 X RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2 X. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND RE CTA7?, 17.1) A .MI5I&1'.1 f CF 2' .-t"Y INE TOP OF CETT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CIN ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5' CRUSHED AB.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R' VALUE TESTS FOR ROADYWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PALLED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. 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 TECHNICAN. R�1 14. ALL UNDERGROUND FACILIITES, WITH LATERALS, SHALL BE IN PLACE AND T INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY UNE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. _fR,'-\G-r 30023 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR Q,' ' SHEET SHEET 2 -SECTIONS AND DETAILS SEPARATE BUILDING PERMIT(S). L) 79 80 184 82 SHEET 174 1,7. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF > - 1 54 SHEET 5 -ROUGH o0 PLAN SHEET 6 175 ^� "B PLAN STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT TR ET 183 IMPROVEMENTSBY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE..__._, „ 53 OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR - - 176 L` SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCEerl 52 W 182 r4Q TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE > Fjc!1UTIFS� i - _ _ 177 61 i 181�iJ 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR 0 .__. 178 THIS PROJECT. �1_ ....... 50 180 tO 179 0_ r -, __ 1 49 U f , t 48 -.. LEGEND/ABBREVIATION r 47 TC TOP OF CURB i FG FINISHED GRADE 1 46 45 44 43 42 FL FLOWLINE LL - PF PAD ELEVATION TIN TOP OF WALL TRW TOP OF RETAINING WALL TF TOP of FOOTING SEE SHEET6 C9 CATCH BASIN SD STORM DRAIN --- TRACT BOUNDARY _TrF i 1111- -T 11 SLOPE STREET SURFACE DIRECTION OF FLOW CFS CUBIC FEET PER SECOND Q PEAK FLOW (CFS) Q1OO 100 -YEAR STORM PEAK FLOW (CFS) 010 10 -YEAR STORM PEAK FLOW (CFS) �� ow (CFS) UTILITIES ST HP HIGH POINT WATER, SEWER AND IRRIGATION: COCHELLA VALLEY WATER DISTRICT (760) 398-2651 TYP. TYPICAL MAX. MAXIMUM ELECTRICT: IMPERIAL IRRIGATION DISTRICT (760) 398-5811 MIN. MINIMUM TELEPHONE: VERIZON (800) 483-5000 FT. FEET GAS: THE GAS COMPANY (800) 427-2200 NTS NOT TO SCALE R/W RIGHT OF WAY CABLE: TIME WARNER (760) 340-1312 --mmmic-1- EMERGENCY OVERFLOW ROUTE C CUT - _ - DAYLIGHT LINE F FILL PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR TRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. J DESIGNED BY: DRAWN BY: _I CHECKED BY: No. 20596 �y Exp. 9-30-05 F, W INDEX MAP SCALE 1"=120' r -z Y CJAr-r ".inn�1Q CONSTRUCTION NOTES ( CONSTRUCT RETAINING WALL PER CITY BUILDING AND SAFETY DEPARTMENT STANDARD PLAN (REQUIRES SEPARATE PERMIT) 2Q CONSTRUCT PERIMETER SCREEN WALL PER CITY BUILDING AND SAFETY DEPARTMENT STANDARD PLAN (REQUIRES SEPARATE PERMIT) PREPAR UNDER THE DIRECTION OF: DATE: Febr"r� 2005 R.C.E. 20596 APPROVED BY: TIMOTHY R. JONASSON EXP. DATE 12/31 O6 CITY ENGINEER R.C.E. 45843 A 8,300 SF \ VICINITY MAP / NOT TO SCALE UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 1-(800) 442-4133 SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED THIS GRADING PLAN AND FOUND IT TO BE IN SUB- STANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT BY SLADDEN ENGINEERS, INC., PROJECT NO. 544-4116, 04-03-204 DATED MARCH 1B, 2004 ENGINEER DATE OWNER / DEVELOPER INNOVATIVE COMMUNITIES 200 E. WASHINGTON AVE., SUITE 100 ESCONDIDO, CA 92025 (760)839-8238 ASSESSOR'S PARCEL NO.'S APN: 764-290-001 AND 764-290-002 BASIS OF BEARING BEARING HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, T6S, R7E, SBM, BEING ALSO THE CENTERLINE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEGIN NORTH 89'26'58" EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. FLOOD ZONE FLOOD ZONE DESIGNATION "Cr - PANEL 06024529508 DATED: AUGUST 18, 2003 SHEET INDEX SHEET _ . 76 SHEET SHEET 2 -SECTIONS AND DETAILS h 78 79 80 81 82 SHEET 4 -ROUGH GRADING PLAN SHEET 5 -ROUGH o0 PLAN SHEET 6 -ROUGH "B PLAN m �'v TR ET INDEX MAP SCALE 1"=120' r -z Y CJAr-r ".inn�1Q CONSTRUCTION NOTES ( CONSTRUCT RETAINING WALL PER CITY BUILDING AND SAFETY DEPARTMENT STANDARD PLAN (REQUIRES SEPARATE PERMIT) 2Q CONSTRUCT PERIMETER SCREEN WALL PER CITY BUILDING AND SAFETY DEPARTMENT STANDARD PLAN (REQUIRES SEPARATE PERMIT) PREPAR UNDER THE DIRECTION OF: DATE: Febr"r� 2005 R.C.E. 20596 APPROVED BY: TIMOTHY R. JONASSON EXP. DATE 12/31 O6 CITY ENGINEER R.C.E. 45843 A 8,300 SF \ VICINITY MAP / NOT TO SCALE UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 1-(800) 442-4133 SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED THIS GRADING PLAN AND FOUND IT TO BE IN SUB- STANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT BY SLADDEN ENGINEERS, INC., PROJECT NO. 544-4116, 04-03-204 DATED MARCH 1B, 2004 ENGINEER DATE OWNER / DEVELOPER INNOVATIVE COMMUNITIES 200 E. WASHINGTON AVE., SUITE 100 ESCONDIDO, CA 92025 (760)839-8238 ASSESSOR'S PARCEL NO.'S APN: 764-290-001 AND 764-290-002 BASIS OF BEARING BEARING HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, T6S, R7E, SBM, BEING ALSO THE CENTERLINE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEGIN NORTH 89'26'58" EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. FLOOD ZONE FLOOD ZONE DESIGNATION "Cr - PANEL 06024529508 DATED: AUGUST 18, 2003 SHEET INDEX SHEET 1 -COVER SHEET SHEET 2 -SECTIONS AND DETAILS SHEET 3 -ROUGH GRADING PLAN SHEET 4 -ROUGH GRADING PLAN SHEET 5 -ROUGH GRADING PLAN SHEET 6 -ROUGH GRADING PLAN SF EARTHWORK QUANTITY ESTIMATE CUT FILL MASS EXCAVATION 61,800 CY 120,400 CY SHRINKAGE (23%) -14,214 CY 0 CY SUBSIDENCE (0.2') -3,837 CY 9,100 CY ICY) r C"3 x TOTAL 43,749 CY 111,300 CY Z = 67,551 CY IMPORT V Q H hl o R S E 78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA Sutte 206 La Qwnta, CA 9225j TENTATIVE TRACT 31732 Voice: 760-771-4013 C H U L T FAX: 760-771-4C73 P L A N N E R 6 N C I N E E R EE U R V E Y 0 R S SCALE: SEE ABOVE B E N C H M A R KPD-109-70 ELEV. ELEV. 27. 941 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY.111, THEN 2.0 MILES DATE: FEB. 2005 1 WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SOUTH OD AVENUE 50. FOR: ROUGH GRADING COVER SHEET SHT. Z-0 cr OF SHTS. C'3 0 INNOVATIVE COMMUNITIES W.O. No: �.j X I:\446' G\RG01.dwg 2/11/05