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MUP 2006-780• of La Quinta 0 mity Development Department Calle Tampico 1 �p La Quinta, (760) 777 - California 92253 p 1 7125 FAX: (760) 77-W$5 OFFICE USE ONLY Case No. ©k� " _I(Ku Date. cvd. - ? I ;z) low Fe Related Apps.:_ Logged in by: APPLICATION FOR MINOR USE PERMIT APPROVAL in Pt -W, 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 UX [�e_AiP Ax--� p�► (Print) MAILING ADDRESS LA I i GM Phone No. '"1 tDO L4 py 1 G OC CITY, STATE, ZIP: G Yb ne_s rA gL2Q3 Fax No. `'1(CC) 3c.1'bj acl:l PROPERTY OWNER (If different): 26y\Q_, C ,3,- Ck_bp\/-C_ (Print) MAILING ADDRESS: Phone No. CITY, STATE, ZIP: PROJECT LOCATION:_ BQ (o0Q Ave • 5A Fax No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 112A,CX *=2,O l 3� C lAA Q -Q n rr� A 18\Minor Use Permit • ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/s" x 11" sheet or folded down to 8%" x 11". O 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 tG 6 tr1� DGj e-1,a2e� `L U- (Please Print) SIGNATURE OF APPLICAN DATE i ' I lc - O U NAME OF PROPERTY OWNER (Please Print) T SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site 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. A1Minor Use Permit 11 NJ 1011HE P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 April 10, 2006 Mr. Bob Davis La Quinta Developers, LLC 41-800 Washington Street, 13105-220 Bermuda Dunes, CA 92203 SUBJECT: MINOR USE PERMIT 2006-780 Dear Mr. Davis: (760) 777-7000 FAX ( 760) 777-7101 The Community Development Department hereby approves your application request to install a temporary sales trailer on the northwest corner of Avenue 52 and Marquessa Lane, as shown on the attached exhibit, 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. 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 contrasting color). 6. Provide one 2A10BC 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 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 and streets. 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 shall be removed from the site prior to the issuance of Certificates of Occupancy. 12. Provide restrooms facilities to accommodate on-site 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) 777-7125. Very truly yours, JAY WUU Assistant Planner C: Building and Safety Department Public Works Director Code Compliance Department Sheriffs Department LOT 38 N m o � � m m n 0 5 g 7 8 Sales staff Sales staff �' e ------ -- —-------- �^ I; �� Sales Trailer d m n — G z Stairs- g g o=Entrance=.5==__-�____________-------_______----______-____- e1— - -------- �,,o DIAMANTE SALE I -,,,- TRAILER t- SITE PLAN - I 1 y • I� 3 Handicap ' Parking ,-" '-� 6 i � 2 4 G (�� E E ADA Handicap ra is LOT 39 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 UTILITES 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 SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND 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, LIGHTS 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 (NOI) 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 RE JS THE RIGHT TO REQUIRE PLAN RE 'IONS, AS NECESSARY, SUBSEQUENT TO r -LAN APPROVAL, BUT PRIOR TO COMP_ I ION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A - ''RD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY T, -J-E PLANS THAT IMPACT THE DESIGN TEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ..._L 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 AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. P/I Underground Service Alert EFORE )-,0 Call: TOLL FREE 1 -goo 227-2600_ DATE BY MARK ENGINEER TWO WORKING DAYS BEFORE YOU DIG 11 DESIGNEDBY: NAME IN THE CI`T'Y OF LA QTINTA, CALIFORNIA iU U - s 4 y .. xLANkm H"a RA Nk'o%) v� IN THE SE 1/4 OF SECION i ,5111 z Cn Lf EXISTING 72" IRR MAIN EXISTING 39" IRR MAIN m II LAT 1 19.6 4 - -, // �00� LAT 1 19.65 0 1 UU=I o.L`J U 27 28 29 30 31 32 I 26 \ 010=3.61 C Q 100=6.1 4 f 25 1` `AM A - RQ USS S-A-- LANE - 24 i' I \ 102.97 CFS 23 `k 47 i� Q10=5.11 CFS 44 43 _ // r. 21 '/' // 46 45 1 1 1 i=2.55 CFS 19 \ Q)0 4.32 CF_ 17 1 =3.43 C S I Q 81 0=5.8 1 FS I 9 --------J ------- \`----- - - - - -- INDEX AND LOCATIO MAP GRAPHIC SCALE 50 100 200 ( IN FEET ) I inch = 100 ft. C/L & SECTION LINE 20' WALL R/W SETBACK 55' I I I 12' 34' 9' I 10' R/W C/L R/W 10' PUF 18.5' 18.5' PUE ' T I I 14 ; 0-5 -, 18' I 18' �- 0-5 I 83 VARIES 21 , ?q _ GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 544-2097 03-03-158 3 8 DATED: 3-17-03, UPDATED 8-2-04, PROJECT NO. 544-2097, 04-08-513 PREPARED BY: SLADDEN ENGINEERING TELEPHONE NO: (760)772-3893 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, LEGEND SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. TC TOP OF CURB 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING II G GUTTER AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE FL FLOWLINE WITHIN HIS PURVIEW. ++ GB GRADE BREAK HP HIGH POINT 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT It LP LOW POINT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT TW TOP OF WALL TF TOP OF FOOTING PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. II PE PAD ELEVATION TOG TOP OF GRATE 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" OF THE NG NATURAL GRADE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. FG FINISH GRADE 11 ( ) INDICATES EXISTING 6. THE MAXIMUM CUT AND FILL SLOPE SHALL BE 2:1- II u 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. OWNER/DEVELOPER: SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. u ALPINE GROUP 30900 ROBERTS ROAD 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF THOUSAND PALMS, CA 92276 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT AND FILL ii (760) 343-7285 FAX(760) 343-7297 SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.5%. ii CONTACT: LARRY HUGHES 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 LEGAL DESCRIPTION: AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ii PARCEL 1 AND A PORTION OF LOT B, ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS PM 14367, PMB 68/73, DETERMINED BY THE CITY ENGINEER. ii IN SECTION 4, T65, R7E, SBM. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. ADDITION SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO ASSESSORS PARCEL NO: DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL It ASSESSOR PARCEL NO. 772-270-009 STREET SECTION. u BASIS OF BEARINGS: 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER 411 SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. a II ii BEARING AR BASED UPON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINNER 4, T6S, R7E, SBM, PER PARCEL MAP OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND ii 14367, PMB 68/73, AS BEING N89°46' 12"E VERTICAL PLACEMENT OT PROVIDE REPRESENTIVETESTING OF ALL FILL PLACED. TESTING IN ) ii AREAS OF A CRITICAL NATURE OF SPECIAL ENPHASIS SHALL BE DONE IN ADDITION TO THE FEMA FLOOD ZONE DESIGNATION; NORMAL REPRESENTATIVE SAMPLINGS. II II °I ZONE "X" PER COMMUNITY PANEL 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL 060709 00058 DATED AUG 19, 1991 CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH ii THE METHOD OF OBTAING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING ii AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION ii SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED ii BY THE FIELD TECHNICAN. II II ii 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED ii PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, II ELECTRIC, GAS AND DRAINAGE. u 15. THE FINAL UTILITY LINE BACKFILL F DIRT FROM THE PROJECT SOIL ENGIN SHALL INCLUDE AN APPROVAL STATEMENT THAI IHE BACKFILL IS SUITABLE FOR THE (,,.ENDED n u USE. u n 16. BLOCK WALLS ARE NOT PART OF I Ht GRADING PERMIT. SUBMIT FOR SEPARATE u BUILDING PERMIT(S), u n u 17- THE CONTRACTOR IS RESPONSIBLE PREVENT SILT CONTAMINATION OF Si-RMWATER II INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE I I CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE it RETENTION/INFILTRATION FACILITES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE 'HIND EROSION AND DUST CONTROL MEASURES AS UTILITY PURVEYORS: REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. SEWER/WATER: COACHELLA VALLEY WATER DISTRICT (760)398-2651 GAS: THE GAS COMPANY (213)244-1200 ELECTRIC: IMPERIAL IRRIGATION DISTRICT (760)398-5811 TELEPHONE: VERIZON (760)864-1715 CABLE: TIME -WARNER CABLE (760)340-1312 % P/L (TYP) J FLOWLINE (TYP) HIGH POINT= PAD -0.3' nn -� 15' 5.11 Mqk gn�rlN REVISIONS DRAWN BY: NAME PROPOSED 6" CURB & GUTTER PER RIV CO STD 200 PROPOSED MEANDERING SIDEWALK TYPICAL SECTION - INTERIOR STREETS I Q Q �o��r ori o�000 PER STREET IMPROVEMENT PLAN TYPICAL SECTION- 52ND AVENUE (PRIVATE STREET) NTS PROP. 6" CURB & GUTTER (TYP) I � it 50TH AVENUE NTS I_ 13' _I- 41 RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY CITY CHECKED BY: NAME I DATE SEAL SEAL /F�sslo, 41 Vq 3-31��E. � CIV1L��� \ IF CN NOT FO;C STRUCT 13' V W I- P.E. w w O DATE TIMOTHY JONASSON - RCE 45843 - EXP 12-31-06 DIRECTOR OF PUBLIC WORKS t CITY ENGINEER - CITY OF LA QUINTA, CA PREPARED UNDER THE DATE DIRECT SUPERVISION OF: EDWARD L. MASON - R.C.E 27154 - EXP. 3-31-07 !ON BELIEVE TYPICAL LOT GRADING NTS QUANTITY ESTIMATE RAW CUT= 9230 CY RAW FILL= 39,500 CY STRIPPING (0.1')=2384 CY SUBSIDENCE (0.2')=4767 CY SUBTOTAL=44576 CY SHRINKAGE (20%)=8915 CY TOTAL FILL=53491 CY IMPORT=44261 CY F -- P. E. cn Z a 18.5' C/L o n U i. 2, 37 2� �J3 yP,SITE I 7 TC '2% - - - ,19 I" ' PROPOSED 3" AC PVMT OVER 4.5" CRUSHED AG BASE' PROPOSED 6" CURB & GUTTER PER CITY OF LA QUINTA STD 201 TYPICA ROUGH CUT SECTION NTS RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY CITY CHECKED BY: NAME I DATE SEAL SEAL /F�sslo, 41 Vq 3-31��E. � CIV1L��� \ IF CN NOT FO;C STRUCT 13' V W I- P.E. w w O DATE TIMOTHY JONASSON - RCE 45843 - EXP 12-31-06 DIRECTOR OF PUBLIC WORKS t CITY ENGINEER - CITY OF LA QUINTA, CA PREPARED UNDER THE DATE DIRECT SUPERVISION OF: EDWARD L. MASON - R.C.E 27154 - EXP. 3-31-07 !ON BELIEVE TYPICAL LOT GRADING NTS QUANTITY ESTIMATE RAW CUT= 9230 CY RAW FILL= 39,500 CY STRIPPING (0.1')=2384 CY SUBSIDENCE (0.2')=4767 CY SUBTOTAL=44576 CY SHRINKAGE (20%)=8915 CY TOTAL FILL=53491 CY IMPORT=44261 CY F -- C 97Y OF L ° MOHT,, cn Z a o n U w� Ln R a 2� �J3 yP,SITE I 52ND AVENUE VICINITY MAP NTS David C'rosswhite and Associates IN THE CITY OF LA QUINTA, CALIFORNIA � Engineering Surveying Pi:anning ROUGH GRADING PLAN P.O. Box 8517 TRACT 30133 Redlands, California 92,375 DIAIVIANTE (951) 264-7626 FAX (909)425-2517 SCALE: AS NOTED BENCHMARK: IN THE SE 1/4 OF SECTION 4, T6S, R7E, SBM PD -109-70: CHISLED SQ ON SE WING WALL OF CANAL BRIDGE. 45' W DATE: JULY 2005 & 18' S OF INT 50TH AVE & MADISON ST ELEV=27.941 FOR ALPINE GROUP JOB Na. SHEET No. I OF 3 SHTS. FILE No. al 227- 2600rDEsIG�EDBY: ��_�BY MARK APPR. DATE CHECKED BY �NGINEER REVISIONS CITYCF CNLAj()$EDWARD L. MASON - R.C.E. 27154 - EXP. 3-31-07 DATE TWO WORKING DAYS BEFORE YOU DIG NAME DRAWN BY: NAME CHECKED BY: NAME NOT FOR C STRUCTION nn� lR�unnunnl u l�unu�l Li /J PROPOSED BLOCK WALL BY SEPARATE PLAN & PERMIT BY ADJACENT OWNER FINISH & COLOR APP'D BY COMM. DEV. DEPT. TW n II I TRACT BOUNDARY II LOTS 26-33 F/L 5' (TRACT UNDER CONSTRUCTION) SECTION "A -A" NTS PROPOSED BLOCK WALL BY SEPARATE PLAN & PERMIT FINISH & COLOR APP'D BY COMM. DEV. DEPT. _\ TW LOTS 17-20 F/L 5' i 2' PE VARIES 1 2% t 1 m X, I - )UND SECTION "B -B" NTS PROPOSED BLOCK WALL BY SEPARATE PERMIT FINISH & COLOR APP'D BY COMM. DEV. DEPT. -� _TW LOTS 5 -c - PE TRACT BOUNDARY F/L 5' EX GROUND 2' TT I -L David Crosswhite and Associates Engineering Surveying Planning P.O. Box 8517 Redlands, California 92375 (951) 269-7626 FAX (909)425-2517 LEGEND TC CURVE TABLE G GUTTER CURVE DELTA RADIUS LENGTH TANGENT CO 5° 17'04" 1630.90 150.42 75.26 C 1 43° 14'35" 53.50 40.38 21.21 C2 46°45'25" 70.00 57.12 30.26 C3 11°36'41" 1482.58 300.45 150.74 C4 5°99'45" 1483.05 733.63 66.86 C5 2'30'12" 1487.91 65.01 32.51 C6 2°30'29" 1485.08 65.01 32.51 C7 1°21'40" 1485.03 35.28 17.64 C8 46°45'25 51.50 42.03 22.26 C9 21°51'26" 88.50 33.76 17.09 C 10 24°53'59" 88.50 38.46 19.54 C 1 1 1'04'22" 1612.40 30.19 15.10 C12 2°30'44" 1612.40 70.70 35.36 C13 1°24'21" 1612.40 39.56 19.78 C14 44° 14'14" 45.00 34.74 18.29 C 1 5 94-17'25" 45.00 74.06 48.50 C16 78°05'00" 45.00 61.33 36.49 C17 32°24'57" 109.00 61.67 31.68 018 1°29'35" 1649.40 42.98 21.49 C19 49° 19'21 " 25.00 21.52 11.48 C20 47°01'23" 25.00 20.52 10.88 C21 42'13'48 72.00 53.07 27.80 C22 6°57'18" 72.00 8.74 4.38 C23 133°14'35" 35.00 81.39 80.96 C24 216'36'38" 44.50 168.24 134.51 C25 32°24'57" 109.50 61.95 31.83 C26 5'17'04" 1612.90 148,76 74.43 C27 1°29'35" 1648.90 42.97 21.49 C28 96°20'44" 25.50 42.88 28.49 C29 49'1 1'06" 71.50 61.38 32.72 C30 133`14'35" 35.50 82.56 82.12 C31 46°45'25" 52.00 42.44 22.48 C32 46°45'05" 88.00 71.80 38.04 David Crosswhite and Associates Engineering Surveying Planning P.O. Box 8517 Redlands, California 92375 (951) 269-7626 FAX (909)425-2517 LEGEND TC TOP OF CURB G GUTTER FL FLOWLINE GB GRADE BREAK HP HIGH POINT LP LOW POINT TW TOP OF WALL TF TOP OF FOOTING PE PAD ELEVATION TOG TOP OF GRATE NG NATURAL GRADE FG FINISH GRADE ( ) INDICATES EXISTING IN THE CITY OF LA QUINTA, CALIFORNIA ROUGH GRADING PLAN TRACT 30138 LOTS 5-13, LOTS 17-33, LOTS 42-47 SCALE: 1"=40' BENCHMARK: IN THE SE 1/4 OF SECTION 4, T6S, R7E, SBM PD -109-70: CHISLED SQ ON SE WING WALL OF CANAL BRIDGE. 45' W DATE: JULY 2005FOR JOB No. & 18' S OF INT 50TH AVE & MADISON ST ELEV=27.941 ALPINE GROUP SHEET No. 2 OF 3 SHTS. FILE No.