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PG2016-0021OWNER/APPLICANT JAMES A. & JANELLE M. PAIGE FAMILY TRUST AND CVM & AF, LLC. 78-365 HIGHWAY 111 #508 LA QUINTA, CA 92253 ASSESSORS PARCEL NUMBERS 777-020-003 LEGAL DESCRIPTION PARCEL 3 OF T.M. NO. 14104, FILED IN M.B. 112, PG. 67-69, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. ACREAGE 2.50 AC., ± - NET ZONING EXISTING: RVL - VERY LOW DENSITY RESIDENTIAL LAND USE EXISTING: RL - LOW DENSITY RESIDENTIAL SCHOOL DISTRICT COACHELLA VALLEY UNIFIED SCHOOL DISTRICT TOPOGRAPHY FIELD SURVEY PERFORMED BY WEDDLE SURVEY MAPPING, INC, SEP, 2013 THOMAS GUIDE COORDINATES UTILITIES MAP PAGE 5470, GRID C6 WATER: COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER: COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC: IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS: THE GAS COMPANY (800) 427-2200 TELEPHONE: VERIZON (800) 483-5000 CABLE: TIME WARNER (760) 340-1312 EARTHWORK QUANTITIES COMPACTED FILL REQUIRED 2,004 CY NET LOSS AFTER COMPACTION 501 CY TOTAL FILL REQUIRED 2,505 CY TOTAL UNCOMPACTED CUT AVAILABLE 3,429 CY REQUIRED EXPORT 924 CY TOTAL AREA DISTURBED 2.44 AC GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-15298 15-12-524, 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, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 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 90X RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2X. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50X. 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 CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION 15 3" A.C. OVER 4.5" CRUSHED A.B. 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 ROADWAY SUBBASE. 12 LOCATIONS OF FIELD DENSITY TESTS 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 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 TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR 15 RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, 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 WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PRECISE GRADING PLAN LOT 3 OF TRACT NO. 14104, FILED IN M.B. 1 12, PG'S. 67-69, OFFICIAL RECORDS, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY ENGINEERS FEBRUARY, 2017 LOOT 2 (VACANT) AFN 777=020=002 Nevi t FOUND u ST/MF P 'Wls ale• E 0.4' 10" W.ME1410). PODIA) I m m 10 la Il1Ff LEGEND & ABBREVIATIONS R/W C/L TC G FL GB HP LP TP EP CB FG BC EC PCC PRC FS TW TF BCR ECR CPP O MOC OC PIG NTS PVM'T EXIST. PUE BSL NG WSB D.E. FF PE RD BW - RIGHT OF WAY - CENTERLINE - TOP OF CURB - GUTTER - FLOW LINE - GRADE BREAK - HIGH POINT - LOW POINT - TOP OF PAVEMENT - EDGE OF PAVEMENT - CATCH BASIN FINISH GRADE - BEGINNING OF CURVE - END OF CURVE - POINT OF CURVE CHANGE - POINT OF REVERSE CURVE - FINISHED SURFACE TOP OF WALL - TOP OF FOOTING - BEGIN CURB RETURN - END CURB RETURN - CORRUGATED PLASTIC PIPE MIDDLE OF CURVE - ON CURVE - POINT IN GUTTER - NOT TO SCALE - PAVEMENT - EXISTING - PUBLIC UTILITY EASEMENT SET BACK - NATURAL GROUND - WALL SET BACK - DRAINAGE EASEMENT - FINISH FLOOR ELEVATION - PAD ELEVATION - ROOF DRAIN - BLOCK WALL CONTINO MOD= , ROCK Ruin OM , , , minim S1 COEO emc WALL LOO7 4 AIPN 777-0204 OF FACADE AT 1 1100F) M OMWiE L - GRAPHIC SCALE 40 0 20 40 80 OF ca AT HOOF) \} EW I�I �Q 120 ( IN FEET ) 1 inch = 40 ft. CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES 0 DESCRIPTION UNIT QUANTITY Ol FURNISH & INSTALL DATELAND DRAINAGE SYSTEM PER DETAIL s' SHEET 1 EA. 2 02 BLOCK WALL OPENING PER DETAIL "A' SHEET 1 EA. 2 03 CONSTRUCT 6' TALI. BLOCK WALL PER SEPARATE PERMIT LF. 516 0 CONSTRUCT CONCRETE WALL W/771 DESIGNER STEEL FENCING PER SEPARATE PERMIT SEE DETAIL t' SHEET 2 LF. 195 05 FURNISH & INSTALL BROOKS BOX INLET PER DETAIL t' SHEET 2 EA. 6 0 FURNISH & INSTALL 6' PVC DRAINAGE SYSTEM LF. 257 07 CONSTRUCT 6' X 18' CONCRETE CURB PER DETAIL b' SHEET 2 LF. 113 0 OVER -EXCAVATE 12' FURNISH & INSTALL 2' CLEAN FINE SAND, 4' CONCRETE SLAB MTH ENDURO FIBERMLSH SF. 5,232 O FURNISH & INSTALL CONCRETE PAVERS PER DETAIL r SHEET 2 SF. 12,850 QUANTITIES SHOWN ARE FOR PERMIT USE ONLY. THE CONTRACTOR /5 RESPONSIBLE FOR HI5 OWN QUANTITIES FOR BODING PURPOSES. SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET, VICINITY AMP 2 PRECISE GRADING PUN BRETT L. ANDERSON No C45'39 ENGINE SOILS ENGINEER'S CERTIFICATE: 1 CERTIFY THAT I HAVE REVIEWED THESE PLANS AND FIND THEM IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF OUR REPORT NO. 544-15298 1 -12-524 DATED DECEMBER 28, 2015 3/2//7 BRETT L. ANDERSW'^ - RCE C-45389 - EXPIRES 9-30-18 SLADDEN ENGINEERING - 45090 GOLF CENTER PKWY, SUITE "F" INDIO, CA 92201 (760)863-0713 FAX (760)863-0847 YIRE , raeo 1' P W/ RAMC !1110 umwc E 1.' OMIT (1) BLOCK AT THE FLOWLINE OF THE PROPOSED SWALE T LC (RESE °G °N 77' CONCRETE BLOCK WALL (BY SEPARATE PERMIT) PROPOSED FINISH GRADE ■_,I -I.' FLOWLINE e 32 II=IIF-1111= 33 BLOCK WALL FOOTING DETAIL "A' BLOCK WALL OPENING NTS AVENUE 50 33 34 T45 5 LJ 5 8 9 AVENUE 52 9 10 ®VICINITY MAP SEC. 4, T.6S., R.7E. S.B.M. N.T.S. APPROVED FOR PERMIT[ING nal -testi SAT BURT HANDA BUILDING OFFICIAL CITY OF LA QUINTA DATE PLANNING & ZONING COMPLIANCE �/ / GABRIEL PLANNIN CITY OF LA ER NTA 3/6/17 DA E GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF L4 QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTIONS AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHAI.L DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 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 UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. 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. 9. 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 THROUGH FRIDAY 7:OOAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO 50 IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN TP_ PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12 CONSRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 11. DETAIL "B" DATELAND DRAINAGE SYSTEM (OR EQUAL) NTS 0 MANHOLE CONE - MODIFIED FLAT BOTTOM. (5)MOISTURE MEMBRANE - 6 MIL. PLASTIC. PLACE SECURELY AGAINST ECCENTRIC CONE TO HOLE SIDEWALL 03 BOLTED RING & GRATE/COVER - CLEAN CAST IRON WITH WORDING "STORM WATER ONLY' IN RAISED LETTERS SECURED TO CONE WITH MORTAR. RIM ELEVATION = 0.02' OF PLAN 0 GRADED BASIN OR PAVING - (BY OTHERS) 0 COMPACTED BASE MATERIAL - (BY OTHERS) © PUREFLO DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANIT-SIPHON AND INTERNAL 265 MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH FUSION BONDED EPDXY COTED 07 PRECAST LINER - 4000 PSI CONCRETE 48" ID, 54" OD CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. © MIN. 6" 0 DRILLED SHAFT Og SUPPORT BRACKET - FORMED 12 GA STELL FUSION BONDED EPDXY COATED. OVERFLOW PIPE - SCHEDULE 40 PVC. MATED TO DRAINAGE BELOW BASE SEAL © DRAINAGE PIPE - ADS HIGHWAY GRADE WITH MDI -A COUPLER SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. © BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE SLURRY. © ROCK - CLEAN & WASHED, SIZED BETWEEN & }" TO BEST COMPLEMENT SOIL CONDITIONS O FLOFAST* DRAINAGE SCREEN - SCHEDULE 40 PVC 0, 120 SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT, 96" OVERALL LENGTH WITH MDI -B COUPLER. MIN. 4' 0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. ® FABRIC SEAL - UV RESISTANT GEOTEXTILE - TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. © ABSORBENT - HYDROPHOBIC PETRO- CHEMICAL SPONGE. MIN. 128 OZ. CPACITY. ® FREEBOARD DEPTH VARIES WITH INLET PIPE ELVATION. INCREASE INTERCEPTOR/ SETTLING CHAMBER DEPTH AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. ® INLET PIPE - 8" HDPE PERFORATED PIPE Know what's below. Call before you dig. RECOMMENDED FOR APPROVAL DATE BY MARK APPR DATE DATE ENGINEER REVISIONS CITY CHECKED BY DESIGNED BY CJG DRAWN BY: CJG CHECKED BY. DKR DATE SEAL APPROVED BY THE CITY DATE f l TY ENGI E R.C.E. NO. a, PR DIRECTEPARES SU THE ON OF. D V DER R.C.E. NO. 35728 SCALE 1"=40' DATE. FEB, 2017 EXP. DATE: 06/30/17 Coachella Valley Engineers 77-933 Las Montanas Road, Suite 101 Palm Desert, CA 92211 Tel: (760) 360-4200 email: cve@cve.net Fax (760) 360-4204 web: www.cve.net BENCHMARK: CITY OF LA QUINTA BM -235: 2.5" BRASS DISK IN CONCRETE, STAMPED "RIV CO SUR", FLUSH, AT SOUTHWEST CORNER OF THE INTERSECTION OF AVENUE 50 & MADISON STREET. ELEV = 27.578 (NGVD29) IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA A.P.N. 777-020-003 COVER SHEET PRECISE GRADING PLAN IN THE NE1/4 OF SECTION 4, T.6S., R.7E. S.B.M. SHEET No. 1 OF 2 SHTS. FOR JAMES PAIGE JOB No. 14130 FILE No. pcf2ae- 002-1 TW 28.06 NG 20.9 TW 28.07 NG 20.9 4' SEARCHED,\ FOUND NOTHING, CQRNER TO BE RESET FG 21.20 GRAPHIC SCALE 20 0 10 20 40 60 ( IN FEET ) 1 inch = 20 ft. 12" 12" 5 2 21.35 i-• %l 36" X 36" INTERIOR DIMENSIONS ISOMETRIC 545.68, 2 4 CONST. JOINT - SEAL W/1"0 BUM RUBBER OR EQIV. CROSS SECTION DETAIL "C" 36" X 36" BROOKS BOX INLET NTS 264 1. ROUND NON -CLOG NIKALOY STRAINER WITH INTEGRAL BUCKET (JOSAM TYPE 5C OR EQUIVALENT) 2. PRECAST TOP WITH GALV. STEEL FRAME 3. PRECAST BOTTOM SECTION (BOTTOM 4" THICK) 4. PIPE KNOCKOUTS - INSERT 8" PVC PIPE (BOTTOM) 5. CONCRETE COVER MODIFIED FOR JOSAM STRAINER 6. 6" PVC PIPE A LOT 2 (VACANT) PN 777420402 FS 22.80 2399 6" 4" - 18" 12" DETAIL "D" 6" CONCRETE CURB NTS 2" X 2" STEEL ROD 3/4" X 3/4" STEEL ROD 1" X 1" STEEL ROD CONCRETE BLOCK WALL N64'11 '20"W(R) 6=1'20"W(R) 1 " x 1" STEEL ROD 36" 36" BLOCK WALL FOOTING DETAIL "E" CONCRETE WALL W/ DECORATIVE STEEL NTS 60MM (2.36") MIN. CONCRETE PAVER PATTERNS OPTIONAL, NON-SKID REQ. W/ STABILIZED SAND JOINTS 1" BEDDING SAND fry*//� BASE COMPACTED TO / � �\ �\ \ <\ / 95X OF MAX. CLASS II AGGREGATES DETAIL "F" CONCRETE PAVER SECTION NTS 57j FOUND %'4" IP W/ TAG STAMPED "LS 4075" DN 0.4' EPTIC TANK LEACH REL 33.00 FG 27.qo 1 30. br1 • / / / / / / / / FG 24.00 r FS 26.50 30' RO EASEM 0 T (NG 24.8) TW 28.00 NG 20.9 FS 26.50 TW 27.95 NG FF 27.00 pE 26.50 FS 26.35 FS 26.35 TW 27.93 NG 20.6 32.00 (NC 24"3) ti I I A=11'00'15" I R=900.00 L=17541 T=87.8 FG 24.00 TW 32.25 TF 26.25 FS 26.00 2.0X "Ni- FS rF5 26.25 WATER LINE SEARCHED, FOUND NOTHING, CORNER TO BE RESET TW 28.50 NG 20.5 • NG 20.7 FG 21.20 t 1.5X AS 25.60 ArallIWATOZa:1t71fiL G STREET AD lystrawAdjitXISTIG . L Ater /�� +ri.:'s�u•]1 -TLR as N J t U TW 26.29 (TW 26.2 N(TW_2 .9 26.99 NG 21.2) TW 26.97) 0 EXISTING STUCCOED BLOCK PILLAR (WP) \\\ NG 21.5 nc'•‘(TW 27,601 r NG 22.8 ELL rrr \ (TW 28.981\ (TW 28.99) NG 23.4) (TW 28.32)1 EXISTING STUCCOED BLOCK WALL (TW 29.66)/ TW 29.62 NG 24.1 37.55 GARAGE ORNER AT BOTTOM OF FACADE AT ROOF) Lau- 4 (RE DEI1VCE) All V7777-020404 L RV GARAGE (43.57 GARAGE ROOF PEAK) NG 24.1 37.54 GARAGE ORNER AT BOTTOM OF FACADE AT ROOF) 37.53 GARAGE ORNER AT BOTTOM OF FACADE AT ROOF) (43.57 GARAGE ROOF PEAK) Know what's below. Call before you dig_ RECOMMENDED FOR APPROVAL DATE BY MARK APPR. DATE DATE ENGINEER REVISIONS CITY CHECKED BY DESIGNED BY CJG DRAWN BY. CJG CHECKED BY. DKR DATE SEAL SEAL ()FESS/Oh, -7, K.Rice F - 10 NO. 35728 EXP. 6-30-17 C/V\/ OF CN\ \. APPROVED BY THE CITY OF, QUINTA TIM THY R. J ENGINEE R.C.E. M@: -4,5843 SON PREP ED U DER TH DIREC SUP RVISION 41 DATF3I?(LT EXPi.' E: 2/ DATE MW NG 24.8 ��(TW 30.95) (TW 30.281 TW 30.87 FOUND 1" IP W/ PLASTIC PLUG ILLEGIBLE DN 1.1' i / / / / / / LOO -13 And d 777020401 3 Loy 12 APIN 777420=0 2 18 R.C.E. NO. 35728 DA ID`K. RICE, EXP. DATE: 06/30/17 CVE Coachella Valley Engineers 77-933 Las Montanas Road, Suite 101 Palm Desert, CA 92211 Tel: (760) 360-4200 email: cve(a� ve.net Fax: (760) 360-4204 web: www.cve.net IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SCALE. 1"=20' DATE. FEB, 2017 BENCHMARK: CITY OF L4 QUINTA BM -235: 2.5" BRASS DISK IN CONCRETE, STAMPED "RIV CO SUR", FLUSH, AT SOUTHWEST CORNER OF THE INTERSECTION OF AVENUE 50 & MADISON STREET. ELEV = 27.578 (NGVD29) A.P.N. 777-020-003 PRECISE GRADING PLAN IN THE NE1/4 OF SECTION 4, T.6S., R.7E. S.B.M SHEET No. 2 OF 2 SHTS. FOR JAMES PAIGE JOB No. 14130 FILE No. 1N92 -D b- cot