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PG2020-0036, PG2021-0014GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND ASEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT, 3.- A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS -SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY: ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIREp PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 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 PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS SHOWN ON THIS PLAN, CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11, CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 ST 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:OOPM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED. ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 2537 -CR, AND UPDATE LETTER DATED NOVEMBER 9, 2020, PREPARED BY: GEOTEK, INC, TELEPHONE NO. (951) 710-1160; AND SOILS REPORT DATED OCTOBER 27, 2003, PREPARED BY SLADDEN ENGINEERING, INC. 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 SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE-MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. 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 0.50%.. 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 COOE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER, .10. ALL STREET SECTIONS ME TENTATIVE. THE MINIMUM SECTION IS "3 A,C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TESTIS) 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 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 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 SOIL 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 IS 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. CONSTRUCTION NOTES_ + ESTIMATED QUANTITIES Qt CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. 66 EA �2 CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED 3500 LF 3O CONSTRUCT BUBBLER BOX WITH GRATE TOP, 9"x9" NDS BASIN 32 FA EARINGS OR EQUIVALENT PER DETAIL ON SHEET 1 398-2651 ELECTRIC - OMIT 1/2 BLOCK AT CENTERUNE OF SWALE FOR DRAINAGE 16 EA O5 CONSTRUCT 6" NDS #9188 SATIN BRASS GRATE DRAIN OR EQUIVALENT 8 EA © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT TELEPHONE - J CONSTRUCT V THICK CONCRETE STOOP, WALKWAY OR DRIVEWAY PER ARCH PLANS 483-5000 1 RJO 1 3/24121 1 REVISE FOOTPRINTS PER CLIENT'S REQUEST NO. I INIT. I APPVD I DATE REVISIONS IRRIGATION - EARINGS 760 398-2651 GRADING NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE PRECISE GRADING PLANS THE ESTATES AT CARMELA TRACT MAP 31874-1 — LOTS 1-2, 43, 44, 49 AND 50 TRACT MAP 318'74-2 — LOTS 33-43 � LOCATED IN A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 10, T. 6 S., R. 7 E. S.B.B.�1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOV OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PIANS. THE ENGINEER IS TO BE NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN, AND OTHER LINES NOT OF RECORD, AND/OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. BASIS OF B IT S THE Law CALL AT LEAST TWO THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFORE o WORKING DAYS PRIOR BEARING "N64'15'06"W BETWEEN NATIONAL GEODETIC SURVEY I YOU DIG! TO EXCAVATING HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER THE NATIONAL GEODETIC SURVEY DATA SHEETS BENCHMARK: BENCHMARK No. 99 CITY OF INDIO FD RAILROAD SPIKE IN SE SIDE OF PP #950931D 0 NW COR OF MONROE & 50TH ELEVATION: 499.71 1-800-227-2600 UNDEGROUND SERVICE ALERT VFN OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDEGROUND SERVICE ALERT AT 1-800-227-2600 DESIGNER'S UTILITY COMPANIES WATER - COACHELLA VALLEY WATER DISTRICT 760 398-2651 SEWER - COACHELLA VALLEY WATER DISTRICT 760 398-2651 IRRIGATION - COACHELLA VALLEY WATER DISTRICT 760 398-2651 ELECTRIC - IMPERIAL IRRIGATION DISTRICT 800 303-7756 GAS - THE GAS CAMPANY80 GB 427-2200 TELEPHONE - VERIZON 800 J7060)340-1312 483-5000 CABLE - TIME WARNER CABLEVISION TYPICAL ........ . .... TYP USA - UNDERGROUND SERVICE ALERT 800 227-2600 SEAL I PREPARED UNDER THE SUPERVISION OF: NO. C42723 EXP. 3-31-22 R.C.E. No. 42723, EXP. 03 / 31/ 22 HOCH I RJO ! 01/06/2021 -■-1919VEt- E- -3 ------ ------ GRADING --- - APPROVED FOR PERMITTING: PLANNNG AND ZONING COMPUANCE: J�. sSIS12'aI 5j5/" 2-1 AJ ORTEGA, BUILDING 0 CIAFFf L DATE CHERI FLORES, PLANNING MANAGER DATE CITY OF LA QUINTA I CITY OF LA QUINTA. SIMARD REAR YARD SIDE\REAR YARD DRAINAGE DETAIL N.T.S. FEMA DESIGNATION SHEET INDEX PERCOMMUNITYPANEL NUMBER 06065C2261H, REVISION DATE MARCH SHEET DESCFtlPT1C+N 6, 2018. THE SITE IS DESIGNATED ZONE X, ARE OF MINIMAL FLOODING. 1 TITLE SHEET 2 PRECISE GRADING PLAN, LOTS 1-2, 43, 44, 49 & 50 3 PRECISE GRADING PLAN, LOTS 33-38 LEGAL DESCRIPTION 4 PRECISE GRADING PLAN, LOTS 39-43 LOTS 1, 2, 43, 44, 49 & 50 OF TRACT NO. 31874-1, AS PER MAP RECORDED IN BOOK 372, PAGES 34 THROUGH 37, RECORDS Of RIVERSIDE COUNTY. ASSESSOR'S PARCEL NUMBER _ LOTS 33 - 43 OF TRACT NO. 31874-2, AS PER MAP RECORDED IN 779-460-033 THRU -043 BOOK 392, PAGES 76 THROUGH 79, RECORDS OF RIVERSIDE COUNTY. 779-470-001,002,043,044,049,050 PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAx (626) 914-5756 'fkf,73 1 a 1.'i TOP OF CURB ............. TC (TC EIEV) [TC ELM FLOWUNE ................ FL (FL REV) [FL ELEV] FINISHED SURFACE ........... FS (FS REV) [FS ELEVj FINISHED GRADE ........ , ... FG (FG ELEV) [FG ELEV] HIGH PONT .......... . .. HP k. A LOW POINT ...... .. . ... . . LP GRADE BREAK ........... GB ws RIGHT OF WAY ............ R/W PROPERTY UNE ............ PL TYPICAL ........ . .... TYP a Y EXISTING CONTOURS .. - , .. , PROPOSED CONTOURS ...... . —50— DAYUGHT UNE ............ - - CUT/FILL UNE . . ...... . ....,.F-,- F•. F PROPERTY LIVE ............ r" FLOW GRADE ............. 2% TOP OF SLOPE ........... �( TOE OF SLOPE. , ......... . EXISTING IRRIGATION LINT:..... . PAD ELEVATION ... , ........ PE TOP OF WALL ............. TW TOP OF FOOTING ............ TF PUBLIC UTILITY EASEMENT . , ... , . PUE AIR CONDITIONING UNITS ........ Z TOP OF PAVEMENT ........... TP TOP OF GRATE . . ........... TO APPROVED BY: CITY OF LA QUINT, ss"lz BRYAf McKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 PREPARED FOR: BoRMUMNON0 • SOUTH COAST / INLAND EMPIRE DIVISION 2280 WARDLOW CIRCLE, SUITE 100 CORONA, CALIFORNIA 92878 (951) 272-9000 Al 9`x9' NDS BUBBLER BOX5) 0.5qty MIN ----- EXISTING OR PROPOSED FINISHED SURFACE FILTER FABRIC 3/8' TO 3/4" WASHED ROCK ON UNDISTURBED SOIL 12"x12" BY A MINIMUM OF 1Y THICK, TYPICAL BUBBLER BOX X -SECTION N.T.S. _ = r SCHEWLE M PIC PPE n RDS DRAM (OR EOUV.) OVER EXOmmON (SEE SOILS NEIWO NOTE: FOK LOCATOR MU SPEORrATONS FOR PVC PIPE, DRAINS AND SER Bum SIM ON PRECISE utmm PLW MIN PIPE SLOPE EQUALS 2%. ' 10' 71T107��% \. mean ROIL PROPOSED IM CM TYPICAL LOT DRAINAGE_ (LARGE PIE -SHAPED LOT) c� pyx d n Quinta Resort T ALU Mi CS—, k. A cr�a W• ws a Y �aayy, RsnehR':Ls ` rz�''m QeEN44a,G1>¢(,C,1ub�� ��� c� pyx d n Quinta Resort T ALU Mi CS—, e oyrnp n our The Citrus Club RAN LaQuintaResort, La QuAa Museum u ock Resol y�x Tradition G4 d n Ls Quints T 1. k. A cr�a ws ock Resol y�x VICINITY MAP NO SCALE CITY OF LA QUINTA SHEET NO. PRECISE GRADING PLANS 1 OF 4 TRACT MAP 31874 -1 -LOTS 1-21 439 449 Affilcal AND 50 TRACT MAP 31874-2 - LOTS 33-43 TITLE SHEET FILE` LOCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10 T6S R7E SBBM DRAWING NO: THE ESTATES AT CARMELA P6 o 1--, D 011 T k. A a Y } r" VICINITY MAP NO SCALE CITY OF LA QUINTA SHEET NO. PRECISE GRADING PLANS 1 OF 4 TRACT MAP 31874 -1 -LOTS 1-21 439 449 Affilcal AND 50 TRACT MAP 31874-2 - LOTS 33-43 TITLE SHEET FILE` LOCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10 T6S R7E SBBM DRAWING NO: THE ESTATES AT CARMELA P6 o 1--, D 011 • ' tm 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND ASEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA GUINTA BUILDING 8 SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY: ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIREP PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6' AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9, ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. % THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. I i. 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 SATURDAY8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO TWPM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 1, GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 2537 -CR, AND UPDATE LETTER DATED NOVEMBER 9, 2020, PREPARED BY GEOTEK, INC, TELEPHONE NO. (951) 710-1160; AND SOILS REPORT DATED OCTOBER 27, 2003, PREPARED BY SLADDEN ENGINEERING, INC. 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 SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE-MENTIONED SOILS REPORT B. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2% 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 0.50%, 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 CIN 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 ME TENTATIVE. THE MINIMUM SECTION IS "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 CIN 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 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 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 SOIL 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 IS 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, CONSTRUCTION NOTES + ESTIMATED QUANTITIES Ot CONSTRUCT 9°X9' NDS DRAIN BASIN OR EQUIVALENT. 66 EA 44, 49 CONSTRUCT 4' PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED 3500 LF O3 CONSTRUCT BUBBLER BOX WITH GRATE TOP, 9°X9' NDS BASIN 32 EA 1/4 OF THE NE 1/4 OR EQUIVALENT PER DETAIL ON SHEET 1 T. 6 S., R. 7 E © OMR 1/2 BLOCK AT CENTERUNE OF SWALE FOR DRAINAGE 16 EA O5 CONSTRUCT 6' NDS /9183 SATIN BRASS GRATE GRAIN OR EQUIVALENT 8 EA © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT HP O7 CONSTRUCT 4' THICK CONCRETE STOOP, WALKWAY OR DRIVEWAY PER ARCH PUNS LOW POINT ...... ........ NO. IINIT. I APPVD I DATE I REVISIONS BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N64'15'06"W BETWEEN NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER THE NATIONAL GEODETIC SURVEY DATA SHEETS BENCHMARK: BENCHMARK No. 99 CITY OF INDIO FD RAILROAD SPIKE IN SE SIDE OF PP /950931D O NW COR OF MONROE & 50TH ELEVATION: 499.71 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE PRECISE GRADING PLANS THE ESTATES AT CARMELA TRACT MAP 31874-1 - LOTS 1-2, 43, 44, 49 TRACT MAP 31874-2 - LOTS 33-43 LOCATED IN A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 10, T. 6 S., R. 7 E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTIUTIES OR STRUCTURES ABOV OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PIANS, THE ENGINEER IS TO BE NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY UTILRY LINES SHOWN, AND OTHER LINES NOT OF RECORD, AND/OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO ANY UDUTIES OR STRUCTURES CAUSED BY HIS OPERATION, IT'S THE LAxDESI CALL AT LEAST TWO DIAL BEFORE WORKINGWORKING DAYS PRIOR YOU DIG!TO EXCAVATING I-800-227-2600EGROUND SERVICEALERT I SOU nM CALIFORNIA t BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 9 LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDEGROUND SERVICE ALERT AT /-800-227-2600 UTILITY COMPANIES WATER - COACHELLA VALLEY WATER DISTRICT SEWER - COACHELLA VALLEY WATER DISTRICT IRRIGATION - COACHELLA VALLEY WATER DISTRICT ELECTRIC - IMPERIAL IRRIGATION DISTRICT GAS - THE GAS CAMPANY TELEPHONE - VERIZON CABLE - TIME WARNER CABLEVISION USA - UNDERGROUND SERVICE ALERT S3 ------- AND 50 APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: &4,— 2�10I I �VW� I�LG�tlia� 211012.1 ORTEGA, BUIIDD1 �GEOFFI—CIAL DATE CHERI FLORES, PLANNING MANAGER DATE BUILDING AND SAFETY OPERATIONS A SIDE\REAR YARD DRAINAGE DETAIL N.T.S. _W—ng IELB. a mm m s C SCKOUE W PIC NPE a pB5 OPIXI (ql EWM) SRR 0400 KK! IRE sxs REi m HDR: BNN L(XAMN WA SPELT 11(1 FOR Pb PPE- mw NO RU®IIII WINES RIO.1 m PRACLR RWLING G, PLW. YN PPE RIPE Eaves a. -I- Is TwXJLt RIE TYPICAL LOT DRAINAGE (AVERAGE LOT) AND OVER EXCAVATION N.T.S. FEMA DESIGNATION SHEET INDEX 398-2651 PER COMMUNITY PANEL NUMBER 06065C2261H, REVISION DATE MARCH SHEETl 398-2651 6. 2018. THE SITE IS DESIGNATED ZONE X, ARE OF MINIMAL FLOODING, 1 TITLE SHEET 398-2651 2 PRECISE GRADING PLAN, LOTS 1-2, 43, 44, 49 & 50 303-7756 3 PRECISE GRADING PLAN, LOTS 33-38 427-2200 LEGAL DESCRIPTION 4 PRECISE GRADING PLAN, LOTS 39-43 483-5000 LOTS 1, 2, 43, 44, 49 & 50 OF TRACT NO. 31674-1, AS PER MAP 340-1312 RECORDED IN BOOK 372, PAGES 34 THROUGH 37, RECORDS OF 1 227-2600 RIVERSIDE COUNTY. ASSESSORS PARCEL NUMBER LOTS 33 - 43 OF TRACT NO. 31874-2, AS PER MAP RECORDED IN 779-460-033 THRU -G43 BOOK 392, PAGES 76 THROUGH 79, RECORDS OF RNERSOE COUNTY. 779-470-001,002,043,044,049,050 SEAL I PREPARED UNDER THE SUPERVISION OF: 0 C42723'Zc� �4 7�i121 ROB EXP 3-31-z2 a E OKERM N J A E *// I R.C.E. No, 42723, EXP. 03 / 31/ 22 HdCH I RJO 1 01/06/2021 PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 �lzA'�O ] AOS DESCRIP ION PROPOSED EXISTING FUTURE TOP OF CURB ............. TC (TO ELEY) [TC ELEVI FIOWLINE ................ FL (FL 0% IFL E1fV] FINISHED SURFACE ........... FS (FS EIEV) [FS ELEVI FINISHED GRADE ............ Rc (FG DUEY) IFG ELEVI HIGH POINT .............. HP LOW POINT ...... ........ IY GRADE BREAK ............. GB RN;IIT OF WAY ............. R/W PROPERTY LINE ............ PL TYPICAL ................ TTP EXISTING CONTOURS ......... -. PROPOSED CONTOURS ........ --S0— DA11IGHT UNE ............ - - CUT/F61 LINE ............ PROPERTY LRE ............ FLOW GRADE ............. .moi TOP OF SLOPE ............ TOE OF SLOPE ............ .,}, EXISTING IRRIGATION LINE ...... PAD ELEVATION ............ PE TOP OF WALL ............. IN TOP OF FOOTING ............ IF PUBLIC UTIUTY EASEMENT ....... P E AIR CONDITIONING OUTS ........ 0 TOP OF PAVEMENT ........... 7P TOP OF GRATE ....... . ..... 1C PPE INVERT ELEVATION ......... W APPROVED BY: CITY OF LA QUINTA BRYAN MCKINNEY, DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 PREPARED FOR: D'R•HOMN' • 4;0 SOUTH COAST I INLAND EMPIRE DIVISION 2280 WARDLOW CIRCLE, SUITE IGO CORONA, CALIFORNIA 92878 (951) 272-9000 NOS NI BOX $ uM ■ FILTER FABPoC 3/8' ROCK 3/4- WASHED R ON UNDISTURBED SOIL, ROCK BY A MINIMUM OF 12' THICK. TYPICAL BUBBLER BOX Os X—SECTION N.T.S. _ _ ! SCIEWLf b PW PPE 0 1l5 pW! (0R EOLN.) QGfR FYfAYMRI (RE 9JA5 RFiRRO N6R: BIYL lOG1XX: PIC IC R4CWGTIOIR N0. PW E. OPNVa M:0 04 BOXES SN6IM ON R&CBE (NDWG PUH. YN PFF TIKE EpU15 RS. WWSER Bm! Dm.) – lPRppBRU NFBm: a11B TYPICAL LOT DRAINAGE (LARGE PIE—SHAPED LOT) CITY OF LA QUINTA SHEET N0, PRECISE GRADING PLANS1 OF ,q, TRACT MAP 31874-1- LOTS 1-27 43144, 49 AND 50 TRACT MAP 31874-2 - LOTS 33-43 TTTT V QT- VVlr I FILE: FOR: THE ESTATES AT CARM PC uuo 00% avA N m S GRAPHIC SCALE 20 10 20 40 81 ( IN FEET ) 1 inch = 20 ft. NOTE: (*) INDICATES THAT THE FINISHED FLOOR ELEVATION (FF=PE+0.67') PER THE ROUGH GRADING PLANS IS LOWER THAN THE NEXT UPSTREAM SEWER MANHOLE RIM ELEVATION. PER THE UNIFORM PLUMBING CODE, DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF.THE PUBLIC -OR -PRIVATE SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING AN APPROVED TYPE BACKWATER VALVE, FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. W W Vv TC _1 o ti HP 2 � �V 4 i 1C) - - o 80.5TG 86.4 TW r 76.21E 80.9 FG 80.4 IF I I lO ® to W N I 80.6 HP s � HP W �"+ 20 � O 80. TE RJO 1 1 3/24/21 REVISE FOOTPRINTS PER CLIENT'S REQULSI N0. JINIT.IAPPVDI -DATE I REVISIONS , BASIS OF BEARINGS: ITS THE Law CALL AT LEAST TWO THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID - DIAL BEFOREo WORKING DAYS PRIOR BEARING "N64'15'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG! TO EXCAVATING HORIZONTAL CONTROL STATIONS "TMA[" AND %OTD" AS PER 1-800-227-2600 THE NATIONAL GEODETIC SURVEY DATA SHEETS UNDEGROUND SERVICE ALERT BENCHMARK: OF SOUTHERN CALIFORNIA BENCHMARK No. 99 CITY OF INDIO FD RAILROAD SPIKE IN SE SIDE OF PP #950931D ® BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE NW COR OF MONROE & 50TH LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY ELEVATION: 499.71 UNDEGROUND SERVICE ALERT AT 1-800-227-2600 84.3 TW 80.8 FG 10I 80.3 T of @) I 10 I I l OGFF=81.03 1 80.61 HP 1 �� L GFF=81.23 - 7 LOT 1 80 5T 78.21E 6 PLAN 3.2990BL�. P.E.= 480.9 F.F.= 481.57 80.6 HP O7 /� 81.23 N /1� CC W vW W„�- vv - vv I LL II N--- ------------ M N i SII 81.23 ®� FS i GFF=81.00 II 0.6 nr BHP 80.6TG 80.61 66.4 TW© CONSTRUCTION NOTES 86.4 TW g 79.61E HP 80.9 FG on n Tr 80.9 FG 81 23 �� O1 CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. l0 80.4 TF. FS GFF=81.23jJ7 0 LJ O CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED 0.5E 1 LOT 2 81 341 1 60.5T 6 3O ORNSTRUCT EQUVAL NTBPERRBOX DETAILWITH ON SHEET TE 10P, 9°x9" NDS BASIN 78.21E -- 78.21 io PLAN2X.2911CL 80,6 o1 ® OMIT 1/2 BLOCK AT CENTERLINE OF SWALE FOR DRAINAGE P.E.= 480.9 HP PE = 480.3 O CONSTRUCT 6" NDS #9186 SATIN BRASS GRATE DRAIN OR EQUIVALENT 80.6 F.F.= 481.57 81.23 10> Flo' HP FS © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT 81.23 O (7 CONSTRUCT 4" THICK PCC STOOP/SLAB PER ARCH PLANS ® CONSTRUCT 4" THICK PCC DRIVEWAY PER ARCH PLANS 90 CONSTRUCT 4" THICK PCC WALKWAY PER ARCH PLANS 10 CONSTRUCT COURTYARD WALLS PER LANDSCAPE PLANS NOTE: COURT YARD WALLS SHALL BE A DECORATIVE COLOR BLOCK OR SHALL HAVE A STUCCO FINISH THAT MATCHES THE HOMES Lol0 80.6 80 4T6 i 2 80.6 80.4TGO N HP 1 79.41E 1 8 C�1 HP 1 79.41E 0.5% MIN. 0.5% MIN. 79.41E 1 80.980.9 0.5% MIN. 0.5% MIN. 80.9 1 FG FG FG 86.9 TW - 86.9 TW 86'9 80.5 FG 9 F -- -- 80.5 FG -- - -- TF- 9. - - - - - - - - - - - - - - - - ' - --- - - - - - - - - - - - - - - - - - - - - - - - DESIGNER'S SEAL PREPARED UNDER THE SUPERVISION OF: QROVESS/ PHB & ASSOCIATES, INC. tiw��OO�1� J. VA' Fq�Fy CIVIL ENGINEERING -SURVEYING •LANDPLANNING 43-72/ N0. C42723 ry m ROBERT J. OKERMAN DATE EXP. 3-31-22 1620 SOUTH GRAND AVENUE * * R.C.E. No. 42723, EXP. 03 / 31/ 22 GLENDORA CALIFORNIA 91740 rFOF CA1� DRAWN BY: CHECKED BY: DATE: (626) 914-6256/FAX (626) 914-5756 HdCH I RJO 01/06/2021 APPROVED BY: CITY OF LA QUINTA BRYA McKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 = 479.4 = 479.4 CITY OF LA OUINTA PRECISE GRADING PLANS TRACT MAP 31874-1 LOTS 1-2, 43, 44, 49 & 50 SHEET NO. 2 OF 4 FILE: DRAWING NO: FOR: THE ESTATES AT CARMELA vf7ul W N S GRAPHIC SCALE za o ,o zo w ( IN FEET ) 1 inch = 20 It NOTE: (*) INDICATES THAT THE FINISHED FLOOR ELEVATION (FF=PE+0.67') PER THE ROUGH GRADING PLANS IS LOWER THAN THE NEXT UPSTREAM SEWER MANHOLE RIM ELEVATION, PER THE UNIFORM PLUMBING CODE, DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER SERVING SUCH DRAINAGE PIPING VALVE, FIXTURES ABOVE FROM BACK SHALL NOT DIOW OF SGE BY INSTALLING AN CHARGE THROUGH THE PPROVED TYBA BACKWATER VBACKWATER PE Tw I-- W - W N0. INIT. APPVD DATE REVISIONS HP 1 8941Ev 06 0.4TG TG N�'4TG 1 N 8HP 1 8941E 79.41E BASIS OF BEARINGS: 0.5% MIN. - IT'S THE LAW 1 \ CALL AT LEAST TWO THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFORE o WORKING DAYS PRIOR TO EXCAVATING BEARING "N64'15'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG I 86.9 TW ---- HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER �/ry%// 1-800-227-2600 THE NATIONAL GEODETIC SURVEY DATA SHEETS S! 9 FG IIIIII� II! - - -- X �1 UNDEGROUND SERVICE ALERT BENCHMARK: of SOUTHERN CALIFORNIA BENCHMARK No. 99 CIN OF INDIO RAILROAD SPIKE IN SE SIDE OF PP #9509310 O BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE FO NW COR OF MONROE k SOTH LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY ELEVATION: 499.71 UNDER THE SUPERVISION OF: UNDEGROUND SERVICE ALERT AT 1-BGO-227-2600 -W --OW W W' Ln o � ytp � ----- - - ---- N1 2 /llX2(oO 0I -U V � 1 GFF=81.03 -Lv OV.V 0 80.5TG 86.4 TW 6 HP ~ 78.21E 80.9 FIG -7 a0.4 IF OO 81.23 GFF=81.23 ij FS --_ 80 5T80.6 LOT 1 6z1HP PLAN 3.2990BLP.E.= 480.9 1 F.F.= 481.57��201 8FS3 �lO 8FS3 a� 79.81TG 3 79.68 G 77.21 78.71 c::, II �K C-'4 L ,-,II 81 4 80.6 HE o 8 Rfi4 Twp 2 ,7 1C� �I s i GFF=81.00 JIEG so.6 HP LOT ' 2 GFF= �81.34] PLAN2X.2911CL P.E.= 480.9 F.F.= 481.57 f CV HP 1 8941Ev 06 0.4TG TG N�'4TG 1 N 8HP 1 8941E 79.41E 0.5% MIN. - 0.5%MIN 0.5%MIN. 80.9 1 \ 80.9 80.9 80.9 FG FG FG \ 86.9 TW ---- �- - 86.91W 86.9 TW 80.5 FG - - - 0.5 FG TF- - S! 9 FG _ - - -- X �1 PHB & ASSOCIATES, INC. NER'S SEAL PREPARED UNDER THE SUPERVISION OF: Apt; ESS104.,4 CIVIL ENGINEERING -SURVEYING -LAND PLANNING &t 3. 0 f f��c= �a/�� N0. C42723 Z 4 RT J OKER AN 6TE A EXP. 3-31-2z z 1620 SOUTH GRAND AVENUE • _ _ . R.C.E. No. 42723, EXP. 03 / 31/ 22 _ GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 HdCH I -_RJO I 01/06/2021 PE = 480.3 CONSTRUCTION NOTES Oi CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. O2 CONSTRUCT 4" EVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED O CONSTRUCT BUBBLER BOX WITH GRATE TOP, Vx9" NDS BASIN OR EQUIVALENT PER DETAIL ON SHEET 1 ® OMIT 1/2 BLOCK AT CENTERLINE OF SWALE FOR DRAINAGE O CONSTRUCT 6" NDS $9188 SATIN BRASS GRATE DRAIN OR EQUIVALENT © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT O7 CONSTRUCT 4" THICK PCC STOOP/SLAB PER ARCH PLANS ® CONSTRUCT 4" THICK PCC DRIVEWAY PER ARCH PLANS O9 CONSTRUCT 4" THICK PCC WALKWAY PER ARCH PLANS APPROVED BY: CITY OF LA QUINTA BRYAN'McKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 479.4 = 479.4 CITY OF LA OUINTA TRACT MAP 31874-1 LOTS 1-2, 43, 44, 49 & 50 LOCATED IN THE S E 1/4 OF THE N E 1/4 OF SEC 10, T63R7E, S8BM FOR: THE ESTATES AT CARMELA SHEET NO. 2 OF 4 I"* f V v"IF r 40' PE = 482.8 LOT 36 z% PLAN 3.2990CL C P.E.= 482.3 F.F.= 482.97 II �� tx N d n n LOT 37- I N PLAN2X.2911BP.E.= LL LOT 35 481.82% lk (D PLAN2X.2911AL F.F.= 482.47 P.E.= 482.3 7 O F.F.= 482.97 rll Y 4 N ILL N L u C �N�ii���a m �o k�lk i RE 481.7 . 6 81.7 FG 88.5 TW 80.5 TF N0. JINIT.IAPPVDI DATE I REVISIONS BASIS OF BEARINGS: IT'S THE uw_ CALL AT LEAST TWO THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFORE WORKING DAYS PRIOR BEARING "N64'15'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG! TO EXCAVATING HORIZONTAL CONTROL STATIONS "TMA(" AND "COTD" AS PER qy THE NATIONAL GEODETIC SURVEY DATA SHEETS (((( 1-800-227-2600 111' BENCHMARK: UNDEGROUND SERVICE ALERT BENCHMARK No. 99 CITY OF INDIO OF SOUTHERN CALIFORNIA FD RAILROAD SPIKE IN SE SIDE OF PP K950931D NW COR OF MONROE h 50TH BEFORE EXCAVATING,THE CONTRACTOR SHALL VERIFY THE LOCATION OFFUNDERGROUND GROUND UTILITIES BY CONTACTING UTILITY ELEVATION: 499.71 UNDEGROUND SERVICE ALERT AT 1-800-227-2600 PE = 482.1 88.3 TW ©�. 80.8 TF �- - ��/ 77.81E \Q / X80.66 O \ ` JXc.\\ j / 78 E 3 Q .GZ A--/ I / 12%t gn' .Q Cn /7L>> PE = 481.8 ii 6 __LLi n1 I N LL LOT 35 zx (D PLAN2X.2911AL P.E.= 482.3 F.F.= 482.97 80.8 FG 1 80.2 FG I ((-H 13� 7 81.13 FS NiOlk0580.5 � HP LOT 34 HP PLAN 3.29908RLq P.E.= 480.80TC 804TnE F.F.= 481.47 78.vn___-- 7 IGFF=81.13 HP W I" f= TF S -- Ln NER'S SEAL PREPARED UNDER THE SUPERVISION OF: ROF ES SION4� ?t J. O,f,- f. q y B N0. 3-31-n a RO OKE AN 0 P. 3-31-2P + R.C.E. No. 42723, EXP. 03 / 31/ 22 CIVIL ��' Of CAL\Fp0. DRAWN BY: CHECKED BY: DATE: HdCH RUO 01/06/2021 3 78.94TO 77.01E S �s, s S s ALEGiE SEE SHEET 4 80.53 3 5TI-E 7.51E PHB & ASSOCIATES, INC. CML ENGINEERING • SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAx (626) 914-5756 o \` PE = 480.8 o tll z o: oa z ©` --- � 1 o�w �W m 88.3 PW\ w 7a.s TF l� f� 79.9 9.7TG F uo 0.5% MIN. LOT 33 PLAN1X.2738CL P.E.= 480.2 F.F.= 480.87 80.53 O FS .53 79.97 \ FS 78.91E II al c2IT� oTj S APPROVED BY: PE = 480.8 J � � 79.9 HP 6 79.8TG 77.51E PE = 481.0 86.5 TW � �© 81.0 FG 80.5 IF S � S CITY OF LA BRYAIT McKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 1 9-30-22 W N S GRAPHIC SCALE zo 0 o 80 ( IN FEET ) 3 inch = 20 ft NOTE: (t) INDICATES THAT THE FINISHED FLOOR ELEVATION (FF=PE+0.67') PER THE ROUGH GRADING PLANS I LOWER THAN THE NEXT UPSTREAM SEWER MANHOLE RIM ELEVATION, PER THE UNIFORM PLUMBING CODE, DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING AN APPROVED TYPE BACKWATER VALVE, FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. CONSTRUCTION NOTES 0 CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. O2 CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED O3 CONSTRUCT BUBBLER BOX WITH GRATE TOP, 9"x9" NDS BASIN OR EQUIVALENT PER DETAIL ON SHEET 1 ® OMIT 1/2 BLOCK AT CENTERLINE OF SWALE FOR DRAINAGE O CONSTRUCT 6" NDS #918B SATIN BRASS GRATE DRAIN OR EQUIVALENT © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT 0 CONSTRUCT 4" THICK PCC STOOP/SLAB PER ARCH PLANS ® CONSTRUCT 4" THICK PCC DRIVEWAY PER ARCH PLANS O9 CONSTRUCT 4" THICK PCC WALKWAY PER ARCH PLANS CITY OF LA OUINTA TRACT MAP 31874-2 LOTS 33-38 LOCATED IN THE S.E. 1/4 OF THE NE 1/4 OF SEC 10 T6S R7E SEEM FDR: THE ESTATES AT CARMELA SHEET NO. 3 OF 4 FILE: N S GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 1 RJO I t VIJC I uV If rally I �" N0. INI'r APPVD DATE REVISIONS BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N64'15'06"W BETWEEN NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER THE NATIONAL GEODETIC SURVEY DATA SHEETS BENCHMARK: BENCHMARK No. 99 CITY OF INDIO FD RAILROAD SPIKE IN SE SIDE OF PP #950931D NW COR OF MONROE &50TH ELEVATION: 499.71 NOTE: (*) INDICATES THAT THE FINISHED FLOOR ELEVATION (FF=PE+0.67') PER THE ROUGH GRADING PLANS IS LOWER THAN THE NEXT UPSTREAM SEWER MANHOLE RIM ELEVATION. PER THE UNIFORM PLUMBING CODE, DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER SERVING SUCH DRAINAGE PROTECTEDPIPING SHALL BE FROM BACKPILOW VALVE, FIXTURES ABOVE SUCHD ELEVATION SHALL SEWAGE AECKWATER NO ICHARGE THROU H THE APPROVED VALVE. CONSTRUCTION NOTES 10 CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. �2 CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED NOTE: 3O CONSTRUCT BUBBLER BOX WITH GRATE TOP, 9"x9" NDS BASIN COURT YARD WALLS SHALL BE A DECORATIVE COLOR BLOCK OR EQUIVALENT PER DETAIL ON SHEET 1 OR SHALL HAVE A STUCCO FINISH THAT MATCHES THE HOMES ® OMIT 1/2 BLOCK AT CENTERLINE OF SWALE FOR DRAINAGE SEE SHEET 3 o CONSTRUCT fi" NDS #918B SATIN BRASS GRATE DRAIN OR EQUIVALENT E© CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT 70 CONSTRUCT 4" THICK PCC STOOP/SLAB PER ARCH PLANS ®' CONSTRUCT 4" THICK PCC DRIVEWAY PER ARCH PLANS ® CONSTRUCT 4" THICK PCC WALKWAY PER ARCH PLANS 14 CONSTRUCT COURTYARD WALLS PER LANDSCAPE PLANS IT'S THE LAWCALL AT LEAST TWO DIAL BEFORE o WORKING DAYS PRIOR YOU DIG! TO EXCAVATING 1-800-227-2600 �UNDEGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY UNDEGROUND SERVICE ALERT AT 1-600-227-2600 DESIGNER'S SEAL NO. C42723 EXP. 3-31-22 PREPARED UNDER THE SUPERVISION OF: R.C.E. No. 42723, EXP. 03 / 31/ 22 HdCH RJO I 01/06/2021 A_EGRE PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 APPROVE[) BY: CITY OF LA QUINTA /f�ss Zl BRYA MCKINNEY, PEDATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 X10 CITY OF LA OUINTA SHEET NO. PRECISE GRADING PLANS 4. OF 4. TRACT MAP 31874-2 LOTS 39-43 FILE: LOCATED IN THE S.E. 1/4 Oh IHt N.t. 14 Ur DLL, Iu, log, K/Ll 300M DRAWING NO: FOR: THE ESTATES AT CARMELA �6Zo�l NOTE: (*) INDICATES THAT THE FINISHED FLOOR ELEVATION (FF=PE+0.67') PER THE ROUGH GRADING PLANS IS LOWER THAN THE NEXT UPSTREAM SEWER MANHOLE RIM ELEVATION. PER THE UNIFORM PLUMBING CODE, DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING AN APPROVED TYPE BACKWATER VALVE, FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. CONSTRUCTION NOTES O CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. N°2 CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED CONSTRUCT BUBBLER BOX WITH GRATE TOP, 9"x9' NDS BASIN OR EQUIVALENT PER DETAIL ON SHEET 1 \® OMIT 1/2 BLOCK AT CENTERLINE OF SWALE FOR DRAINAGE W/ E SEE SHEET 3 o CONSTRUCT 6" NDS #918B SATIN BRASS GRATE DRAIN OR EQUIVALENT © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT \ 7° CONSTRUCT 4" THICK PCC STOOP/SLAB PER ARCH PLANS O CONSTRUCT 4" THICK PCC DRIVEWAY PER ARCH PLANS S°9 CONSTRUCT 4" THICK PCC WALKWAY PER ARCH PLANS 0 GRAPHIC SCALE 0 o 80 ALEGRE �9 I inch �) }z. '� � w w w -- W w w7• w -�+- w --_ w w w w--�- w w TC TG w VV- w TG + w - w w- 3 78.67fG 78.6176 78.2576 18.2576 78.307 785376 78.5976 78.9176 79. 3 3 3 75.31E 3 77.31E 3 3 75.31E 76.81E 3 3 76.81E \ 76.91E 75.31E 75.31E `� \ �� �• 79.0576 78.8776 - - - - - - - - _ 79.01iG 3 77.91E L.C� o_ w o w Ll7 Iv'� 0 o w .8 \ \ _O - - �CL = N Ln `� EL. -O CV 2 - - - - - -- PE = 481.7 4 877 ' _ ----- -� - - ° 'u -CL / 87' 2 � _-2 II r'I I 9 © 2 CV 1 ° �' N �� 41 1 79.7 1 P 9 4 14 80. 6.1 TW 6 I I II 80.33 HP 1 GFF=80.45 80.0 80.6 FG GFF=80.73 4 i� CFF=80.10 o HP 80.93 80.1 TF FS =80.61 se 79.7 79.71 79.7 - G' 8 GF - 4 7.2 7W II tl0.3 ,n HP 79 7T ++ 80.63 0 S J F 8/ to f1.7 FG 6 ovoluHP ` l� HP lay HP - 5.5 11Y© 5 78.71E a\ 5.50 6 GFF-_ FS 86.3 TW ?G / 2 i1.2 TF GFF31E " 7 . o ` I 1 O i 80.0 FG 80.33 - - - -- 79.3 TF > F 80 o 180.27 5 --_--GFF=80.93 �0 9.5 IF 80.56 1 " O 7s.5 TF e--. j 7 61E LOT 43 �isl ° I I O d� 80.93 80.93 o 1 I FS I FS r-------- 7 FS GFF-80.33 2 �,� 4oT GFF eo 86 0 Gff= m N LOT 41 79sT ssic ° l e2 4 02 ssic 7.6T P 3 76.31E 76.31 76.31E LOT 42 7s.31 o ao.7o , PLAN 1.2529AR 80.3 ��,, OJ 80.27 1 1 1 ,GFF 1 86.3 TW 2 [qN? 8 } � LOT 40 nsl n ° PLAN 3.2990AL `� PLAN2X.29116L ao.aa, HP �1 ao.o RE= 480.3 60.0 ((79. )TF 26J9 i GFF= v"i 1� o� 1 0 79.7 o III �.L.{ m o F 48 a 7 3TG j 1 ffflll PLANIX.2738BL ai._oo o RE= 480.0 u \s •F` 7.) 78.31E 11 I P.E.= 480.0 I HP F.F.= 480.97 8F63 HP i B1 48p 0 P.E.= 480.6 7s.7 80.93 79.7 79.7 2 FSS 3i 80.3 80.3 1 HP F.F.= FS 480.67 HP 1 HP F.F.= 480.67 80.33 1 O 0 8 HP 80.93 F.F.= 481.27 80.93 HP 10 e O FS 1'� 80.63 ) 81.7 yB��s �,� FS J 81.4 FS FS 1 1 8053 NI O7 1 8053 NI 0l�o FS N O o 1� FG I i+ I i+ I i 88.5 TW HP Jf1 Iv�i `x"J °7 vKi� I �J(to^) of iii �I O 80.57 �T �5��+o E o l + 1i9 `2 I 2 2 2 ..- -.. I _...5% MIN. 0.5% MIN.._ / 0 79.8 79.8TG I c N 2 0.50% MIN. 78.81 80.0 78.81E 1 �i 0.5% MIN. _ 0.5% MIN. .... - . e +I HP 1 HP4 \:M/ry °2 'S%MIN. 0.5%MIN,. 80.i TO = 79.STG; 1 797 79.5TG 79.51 1 79.7 1 79.8 j 1 1 T I --- f 80.176 80.3 HP 77.1E 77.51 r HP Ti77.51E I N I[ 0.55% 0.59. 6 79.11E 1 HP 1 79.11E 6 77. IE 6 6 0 7 e,.2TG 2 �;:2TG N p P 80.21E 81.3 F� I HP 79.51E ' rN 82.9 81.8 81.3 81.0 81.1 . 81.0 81.1 NG---------- -NG -----N�--------N�-----------...___..___ NG -_-------------------------------- --NG------- -N-------------- --------------------- 81.9 J L ------- ---------- 82.1 -----------------------F6- - --- \� NO 80.6 �•5 TW NO NG 87.7 7W 87.0 TW 81.3 86.31W I 86.3 TW NG 81.9 86.3 TW / y 81.7 80.5 Tf 80.2 TF 79.0 TF 81.1 NG 78.8 PN 81.4 78.8 IF NG NG 78.8 TF 82.0 80.9 81.0 80.6 81.0 81. 81.2 NG 81.5 81.7 NG 81.6 81.5 82.0 82.1 NO NG NG NO FG NG FG NG FG NG FG NG FG I -------------- ------------------- ---------------------- --------- --- --------------- ----------- w I 1 � < \\ W 1 <C ¢w N0. JINIT.IAPPVDI DATE I REVISIONS BASIS OF BEARINGS: DESIGNER'S SEAL PREPARED UNDER THE SUPERVISION OF: APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO. IT'S THE LAW CALL AT LEAST TWO ��� ASSOCIATES, ���. THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFORE o WORKING DAYS PRIOR QROVESSIpp4 ASSOCIATES BEARING "N64.16'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG! TO EXCAVATING p t J. O,p fit` CIVIL ENGINF,ERING•SURVEYING•LAND PLANNING HORIZONTAL CONTROL STATIONS -TMA[- A AND "GDTD" AS PER �4' 6� fq y +� PRECISE GRADING PLANS 4 OF THE NATIONAL GEODETIC SURVEY DATA SHEETS 1-800-227-2600 h a T Z 7 �; N0.342723 Z m �� J. OK R '� � z�/� TRACT MAP 31874-2 BENCHMARK: DOF SOUTHERN SERVICE ALERT ,. ,_„_zz OF SOUTHERN CALIFORNIA BENCHMARK No. 99 CITY OF INDIO * ♦ R.C.E. No. 42723, EXP. 03 / 31/ 22 1620 SOUTH GRAND AVENUE BRYA MGKINNEY, PE DATE LOTS 39-43 FILE: FD RAILROAD SPIKE IN SE SIDE OF PP x'95093/0 ® BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE `% ? GLENDORA CALIFORNIA 91740 NW COR OF MONROE & 50THLOCATION OF 9l Cl d� (626) 914-6256/FAX (626) 914-5756 PUBLIC WORKS DIRECTOR CITY ENGINEER LOCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10 765 R7E SEEM ELEVATION: 499.71 UNDEGROUND SERVICE ALERT UTILITIES NG UTILITY fOp OAL\50 DRAWN BY: CHECKED BY: DATE: / F°R` THE ESTATES AT CARMELA DRAWING N0: HO RJO °1/06/2021 R.C.E. NO. 49418 EXP. 9-30-22