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PG2020-0035, PG2021-0013
GENERAL 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 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM, TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST 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, 6. 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 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 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 RETENTIONIINFILTRATION 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 RNERSIDE PRECISE GRADING PLANS THE ESTATES AT CARMELA TRACT MAP 31874-1 LOTS 4-6 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.M. APPROVED FOR PERMITTING: PLANNNG AND ZONING COMPLIANCE: � 164t4% 51561-1 AJ ORTEGA, BUILDINGOF ICIAF L DATE CHERI FLORES, PLANNING MANAGER DATE CITY OF LA QUINTA CITY OF LA QUINTA. SIMARD REAR YARD SIDE\REAR YARD DRAINAGE DETAIL N.T.S. , 30' ITP \ 'J YAMS 5 MBASED GM ) 1YAWpM . GIX 06 A #I A E A rA r n !� A A J.� .__ - _.,, s C SCHEDULE 40 PVC PIPE ____� i - 25 24 23 22 LOT ' I' 29 >p 47 26 27 28 30 46 36 35 31 �, 45 37 j 34 33 32 , 38 -- -- - - -AL-E 42 43 40 41 39 I i ------- - -------------- ------ - - - -- - Y7 _____________ ____ _________ ____ ______ _--------------------- I 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 YOU DIG! TO EXCAVATING HORIZONTAL CONTROL STATIONS "TMAE" AND "COTD" AS PER THE NATIONAL GEODETIC SURVEY DATA SHEETS 1-800-227-2600 BENCHMARK: UNDEGROUND SERVICE ALERT I,1 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 N0. C42723 A ROBERT J. OKERMAN EXP. 3-31-22 * R.C.E. No. 42723, EXP. 03 / 31/ 22 CIV1� �p OF CpLAFO�� DRAWN BY: CHECKED BY: HdCH I RJO 2/ 01/06/2021 4450 �'LFLOWUNE43 42 DESCRIPTION PROPOSED FUTURE 1 I TOP OF CURB ............. TC (TC ELEV) ITC ELM ................ Pi (FL ELEV) IR ELEV) ! I FINISHED SURFACE ........... FS (FS ELEV) IFS ELEVI -- - - - FINISHED GRADE ............ FG (FG ED) IFG ELEVj I I HIGH POINT ... ........... HP i LOW POINT ...... ........ LP GRADE BREAK . • ....... GB 1 2 3 i RIGHT OF WAY . .. , ` R/W N' LOT '0' ' PROPERTY UNE . ... PL LOT' TYPICAL ......... . , TYP EXISTING CONTOURS ......... ' ( PROPOSED CONTOURS ........ -50- -i----------- --- DAYLIGHT UNE ............ ------------------------ -----------------------CUT/FU UNE ............ PROPERTY LINE ....:....... ..- - A\(ENE-5-3------ ------ ------ -F y - FLOW GRADE .......... 2% -i TOP OF SLOPE .... , ...... TOE OF SLOPE ............ EXISTING IRRIGATION LIFE ..... . FEMA DESIGNATION SHEET INDEX PER COMMUNITY PANEL NUMBER 06065C2261H, REVISION DATE MARCH 6, 2018. THE SITE IS DESIGNATED ZONE X, ARE OF MINIMAL FLOODING. SHE DE8CPoPT!ON I TITLE SHEET LEGAL DESCRIPTION 2 PRECISE GRADING PLAN, LOTS 4-6 LOTS 4-6 OF TRACT NO. 31874-1, AS PER MAP RECORDED IN BOOK 372, PAGES 34 THROUGH 37, RECORDS OF RIVERSIDE COUNTY. ASSESSOR'S PARCEL NUMBER 779-470-004 THRU -006 PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 PAD ELEVATION ............ GRADING NOTES: 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 PLANS. 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 UNES 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. UTILI 1 1 WATER - SEWER - IRRIGATION - ELECTRIC - GAS - TELEPHONE - CABLE - USA - COMPANIES COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT760 IMPERIAL IRRIGATION DISTRICT THE GAS CAMPANY VERIZON TIME WARNER CABLEVISION UNDERGROUND SERVICE ALERT 760 760 800 800 800 760 800 398-2651 398-2651 398-2651 303-7756 427-2200 483-5000 340-1312 227-2600 PUBLIC UTILITY EASEMENT ....... PUE ATR CONDITIONING UNITS ........ 0 TOP OF PAVEMENT ...... , .... TP TOP OF GRATE ............. TO 1 RJO 3129121 UPDATED FOOTPRINT ON LOT 9 PER CLIENT'S REQUEST NO. INIT. APPVD DATE REVISIONS g BASIS OF BEARINGS: Ir'S THE IAW +ti DESIGNER'S SEAL �---� PREPARED UNDER THE SUPERVISION OF: 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 YOU DIG! TO EXCAVATING HORIZONTAL CONTROL STATIONS "TMAE" AND "COTD" AS PER THE NATIONAL GEODETIC SURVEY DATA SHEETS 1-800-227-2600 BENCHMARK: UNDEGROUND SERVICE ALERT I,1 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 N0. C42723 A ROBERT J. OKERMAN EXP. 3-31-22 * R.C.E. No. 42723, EXP. 03 / 31/ 22 CIV1� �p OF CpLAFO�� DRAWN BY: CHECKED BY: HdCH I RJO 2/ 01/06/2021 4450 �'LFLOWUNE43 42 DESCRIPTION PROPOSED FUTURE 1 I TOP OF CURB ............. TC (TC ELEV) ITC ELM ................ Pi (FL ELEV) IR ELEV) ! I FINISHED SURFACE ........... FS (FS ELEV) IFS ELEVI -- - - - FINISHED GRADE ............ FG (FG ED) IFG ELEVj I I HIGH POINT ... ........... HP i LOW POINT ...... ........ LP GRADE BREAK . • ....... GB 1 2 3 i RIGHT OF WAY . .. , ` R/W N' LOT '0' ' PROPERTY UNE . ... PL LOT' TYPICAL ......... . , TYP EXISTING CONTOURS ......... ' ( PROPOSED CONTOURS ........ -50- -i----------- --- DAYLIGHT UNE ............ ------------------------ -----------------------CUT/FU UNE ............ PROPERTY LINE ....:....... ..- - A\(ENE-5-3------ ------ ------ -F y - FLOW GRADE .......... 2% -i TOP OF SLOPE .... , ...... TOE OF SLOPE ............ EXISTING IRRIGATION LIFE ..... . FEMA DESIGNATION SHEET INDEX PER COMMUNITY PANEL NUMBER 06065C2261H, REVISION DATE MARCH 6, 2018. THE SITE IS DESIGNATED ZONE X, ARE OF MINIMAL FLOODING. SHE DE8CPoPT!ON I TITLE SHEET LEGAL DESCRIPTION 2 PRECISE GRADING PLAN, LOTS 4-6 LOTS 4-6 OF TRACT NO. 31874-1, AS PER MAP RECORDED IN BOOK 372, PAGES 34 THROUGH 37, RECORDS OF RIVERSIDE COUNTY. ASSESSOR'S PARCEL NUMBER 779-470-004 THRU -006 PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 PAD ELEVATION ............ PE TCP OF WALL ............. TW TCP OF FOOTING ............ IF PUBLIC UTILITY EASEMENT ....... PUE ATR CONDITIONING UNITS ........ 0 TOP OF PAVEMENT ...... , .... TP TOP OF GRATE ............. TO PIPE INVERT ELEVATION ......... INV APPROVED BY: CITY OF LA QUINTA BRYAN McKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 PREPARED FOR: 10*111111 ININ SOUTH COAST / INLAND EMPIRE DIVISION 2280 WARDLOW CIRCLE, SUITE 100 CORONA, CALIFORNIA 92878 (951) 272-9000 9 xS' NDS BUBIEER BOX 50 --- -...i4_ n5S MVN FLIER FABRIC -'3/ TO 3/4 AS ROCK ON UNDISTURBED SOIL, 17'x12" BY A MINIMUM OF 12" THICK. TYPICAL BUBBLER BOX X -SECTION N.T.S. _ = 1" SCHEDULE 10 PVC PIPE o NDS DAWN (OR EOUA') DYER E)CAVAMON (SEE SOILS REPO" 1C 1YP BARRIER wx {IYP•)'' TYPICAL LOT DRAINAGE 7 1 1inx �. 'Sil�-1verROc Rasor3 �- '° J 2 w k x ky > ft lg f 84� ' g QL.... ,. Rar4cho La N�.I +ti . .... 3 La Qulnia ReSOft x 4 �.tAblliStain .� Course TherCitrusT,CrIa# ( Mountaini 2. La Qumtf�eso,Gt ;� try, --I La Qiilna r' s E Tradition Ition k NOTE: RNAL LOCATION AND SPECF0TIONS FOR PJC PIPE, OR" AND BUBBLER WXES SHOWN ON PRECJSE OWOING PLAN. IBI PIPE SLOPE EOUALS 2%. lPwPm "m Cm I VICINITY MAP NO SCALE CITY OF LA QUINTA PRECISE GRADING PLJ TRACT MAP 31874-1 LOTS 4-6 SHEET NO. �. 'Sil�-1verROc Rasor3 �- '° J 2 ky ft ..,.. Io -La Qmnta , +ti :�Ox --+X A E , I VICINITY MAP NO SCALE CITY OF LA QUINTA PRECISE GRADING PLJ TRACT MAP 31874-1 LOTS 4-6 SHEET NO. 1 OF 2 TITLE SHEET FILE: LOCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10 T6S R7E SBBM DRAWING NO: FOR: THE ESTATES AT CARMELA IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE PRECISE GRADING PLANS APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: �v_ AJ ORTEGA, BUILDING 5FFICIAL DATE CHERT FLORES, PLANNING MANAGER DATE BUILDING AND SAFETY OPERATIONS THE ESTATES AT CARM ELA PTL ;mm PREPARED FOR: 10LR flNRX W1L CE�� TRACT MAP 318'74-1 - LOTS 4-6 A D'R•HOMDN• WPAL1. 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. �RR (EGAD XEI MSX[) MIS,IEO 1��ji'/'I 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY 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.M.gXm SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA OUINTA BUILDING 8 SAFETY DEPARTMENT _ _ SOUTH COAST / INLAND EMPIRE DIVISION FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. MIx 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING 8 SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON w'w 2280 WARDLOW CIRCLE' SUITE TOO THIS PLAN. I T CORONA, CALIFORNIA 92878 siwroRo 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY: ALL OFFLOTCONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR (95I) 272A000 OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAV, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 8, THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS T NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. ( I � 7 '0 � � BOX �$ —_— —_ _ONT�V -� '�1,�/l I CARRARA nttx .u. O.Sx 1tlN 'g'fI, 0.6x MM ].AFTER CLEARINGPLANT BE SCAHAND OTHERDELETERIOUSRIOUSMATERIAL HENCFROM THE BUILDING PAD, THE GROUND (90%)SURFACE WITHIN THE T „`i' [ BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6° AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PEA I I - i A.S.T.M. SPECIFICATIONS. ^\ EYISIWG OR PROFUSED wAo FINISHED SURFACE 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING \f CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED awP, LAND SURVEYOR. ' x,mm a yr or xn_a[ �Xwu ANY. PER 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY \ (ttc soul PIAN RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN, CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 3 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL / \ PLAN APPROVED FOR THIS PROJECT. j �\ FILTER FABRIC GO 31T TO 3/4" WASHED ROCK 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE c �'+ �'+ D ON UNDISTURBED SOIL, THICK, PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: I SIDE\ REAR YARD _ DRAINAGE TAT A l'� E DET A TT BY A MINIMUM OF 77 THAI(. OCTOBER i ST TO APRIL 30TH: MONDAY - FRIDAY 7'. 00 AM, TO 5: SO PM `\J Jl L111�CiVL 11 L,1t11L SATURDAY 8:00 AM TO 5:00 PM / J I N.T.S. MAY IST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:OOPM TYPICAL BUBBLER BOX �TR Os SATURDAY 8:00 AM TO 5:00 PM / � ' X -SECTION WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. N.T.S. W PA: PIPE GRADING NOTES-'.lhIIIUAw AMUZy °""��DmAxom ($ flEAw I , GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATESTI EDITION, AND SOILS REPORT NO. 2537 -CR, AND UPDATE LETTER DATED NOVEMBER 9, 2020, PREPARED BY: GEOTEK, INC, TELEPHONE NO. pi (951) 710-1160; AND SOILS REPORT DATED OCTOBER 27, 2003, PREPARED BY SLADDEN ENGINEERING, INC. `\ 4C 119 •{y 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. - - c1<— } — �a r =c�DAx m � oar ^ x 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE LOT ' �' 1 A` — '� R -A ¢� � �I' `°" E"",) ` ' WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. ^ 5 - L I � °PWier�IW' Y � � � ($E 3v m 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE 24 ^ ^ n� 't�. _` L3 L � � "°�c9�r a°Cwn°NK CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. E_IL_ 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF U' ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS 7 �'*' w TIP PK O0.Yx5 MO REPORT. ] BUWIBf BDNET Fp1N WBWS BA6E9 ol90E '. OX PIdO15E GPMxG �/p11� l PINI YN PPE $qC BNN AR9)1L M B. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. - / S r G EpyKs n � � �� 4 I C TVP SF MCATM POR PA: 7, PADS SHALL BE COMPACTED TOA MINIMUM OF 90% RELATIVE DENSITY PER A.S.LM. SPECIFICATIONS AND THE ABOVE-MENTIONED SOILSGI Rff REPORT.INS WBBMrt SAES sX4xN 47 39 6 I� MIAUAW, ,W RX RW, ciumis RP PUN AN PIP S. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%, DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' ^ /'� - — — — EOWLs FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50% 299 A Nva ME 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM / G 27 28 H / BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN L(J 46 F- 5 I �° ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. W.BNFA eml DIPJ NWPosm Ama aFre RE UIRED FTSECTIONSMETENGTO TENTATIVE THE INEE ACT SECTION REQUIREMENTS THE NGINEERSHALSOILTEVETHEFINAOE 30 1 4O TYPICAL LOT DRAINAGE (..AVERAGE LOT) TYPICAL LOT DRAINAGE (LARGE PIE—SHAPED REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS, THE CITY ENGINEER SHALL APPROVE THE FINAL (yl /7 � V STREET SECTION. 35 I AND OVER EXCA ATION AND OVER EXCAVATION 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY ! N.T.S. N.T.S. SUBBASE. 36 31 \'\ 45 49 q) 44 41 4 e 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 , �TL�� w,^ pp��A w' �" ' AREAS OF A CRITICAL. NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 7 Y E-1138 .! NV A�1IMTIA./1�� 13, THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING 37 I 34 33 32 44 50 �' 4,3 42 I PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD Of OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE DESCRIPf10N PROPOSED EXISTING F1/II1fB RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL. BE PERFORMED TO VERIFY THE ' I TOP OF CURB ... :: . TO (TC El [TC ELM L s ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 1 FLOWLINE . FL (FL 0% [R BEY] 7 ai 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED I FINISHED SURFACE ........... FS (FS ELEY) [FS BEV] • ` �""4 ,:D� `31 ,..Del Indlan Palm Count ' ' I /L �_—_—_—_—_ __J Racchq,la EfubBResort TO THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS AND DRAINAGE. 38 L—_—_ _ -/rL—E T------ ----- - FINISHED GRADE............ FG (FG ELEV) [FG ELF/] 1 b' Tl Omrrta 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE I HIGH P0�7i` BACKFILL IS SUITABLE FOR THE INTENDED USE. LOW POINT IP rl$ 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT, PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERK IT(S). 1 2 3 GRADE BREW GB La QUIDA Resort esz—. ,,,;,,,,, �. x• t 42 43 RGHT OF WAY R/W V 'MoVmam Course r Y. 1 ,. Th, Crtru Club 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING 4 F A� F F E PROPERLY LINE • • ...... PL yt s et {� y'�Mountam Vle CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM 39 40 - LOT Irl LOT O TYPICAL np La�umta ResortT 'Q'Co�ntryf.IGbf DRAINAGE RETENTIONIINFILTRATIONFACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR,A EXISTING CONTOURS. .......La O3m,a MvseJm�"'- PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. PROPOSED CONTOURS ........ ---40 'a DAYLIGHT LINE ............ - e Tra°m°n GolF Club A ' 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL ._ _ _- I _--__T-_ ___ _-___--_ -_-___-___-____-_---___----�_-_- PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE GRV. y CUT/FYI LINE ............ �{x. g .,, C QS,ImR°ck Resort n —-- —— — ---'----- -- --------- — -AENUE X7-3 -- -- ----- PRDPERIYR,Y DNE ............ FL.OW GRADE ............. TOP OF SLOPE .. .......... l3 QU 1 iS I Y GRADING NOTES EXISTITOE NG IRRIGATION � ...... THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES UTILITY COMPANIES' FEMA DESIGNATION SHEET INDEX TPAD DP of ELEVATION n � � � SITE OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE. ' • ' ' PER COMMUNITY PANEL NUMBER 0606502261 H, REMSION DATE MARCH ` WATER - COACHELIA VALLEY WATER DISTRICT 760 398-2651 TOP OF FOOTING ......... w _ IT SHALL O THE CONTRACTORS STRUCTURES AB TO VERIFY THE SEWER - COACHELLA VALLEY WATER DISTRICT 760 398-2651 6, 2018. THE SITE IS DESIGNATED ZONE X, ARE OF MINIMAL FLOODING. [)E pjja.J < . LOCATION OF ALL UTILITIES OR STRUCTURES ABOV OR BELOW GROUND. PU&JC UTILITY EASEMENT - • • • ° • • R e d IRRIGATION - C IMPERIAL VALLEY WATER DISTRICT 760 398-2651 1 TITLE SHEET {� TH f SHOWN OR NOT SHOWN ON THESE PLANS. THE ENGINEER IS TO BE ELECTRIC - IMPERIAL IRRIGATION DISTRICT 800 303-7756 2 PRECISE GRADING PLAN, LOTS 4-6 AIR CONDITIONING UNITS .... _ 4"W'PGA,Wes GAS - THE GAS CANCAN 600 427-2200 LEGAL DESCRIPTION TOP OF PAVEMENT ... ..... 1 "1'P'nate CluShOuseB NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY " wv. ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE TELEPHONE - VERIZON 800 483-5000 d PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE CABLE - TIME WARNER CA13LEMSION 760 340-1312 LOTS 4-6 Of TRACT N0. 31874-1, AS PER MAP RECORDED IN BOOK TOP OF GRATE ............. A m<<, g r PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY UNES SHOWN, USA - UNDERGROUND SERVICE ALERT 800 227-2600 372, PAGES 34 THROUGH 37, RECORDS OF RIVERSIDE COUNTY. PIPE INVERT ELEVATION ......... W s `q • . ANO OTHER LINES NOT OF RECORD, AND/OR NOT SHOWN ON THESE PUNS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY ASSESSOR'S PARCEL NUMBER VICINITY MAP N0. IINIT. APPVD DATE I REVISIONS DdAGE TO ANY U LI ES OR STRUCTURES CAUSED BY HIS OPERATION. 779-470-004 THRU -006 NO SCALE BASIS OF BEARINGS: DESIGNER'S SEAL PREPARED UNDER THE SUPERVISION OF: APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA IT'S THE LAW CALL AT LEAST TWO SHEET N0. THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFORE a WORKING DAYS PRIOR QpOf ESSIOHq PHB & ASSOCIATES, INC. BEARING "N64°15'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG! TO EXCAVATING �p PS J. 0,,-E,�4n CIVIL ENGINEERING•SURVEYING•LAND PLANNING /'� HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER 2 % R '!� PRECISE GRADING PLANS 1 OF 2 THE NATIONAL GEODETIC SURVEY DATA SHEETS �� 1-800-227-2600 �`" 00 11 NO. C42723 = ROBERT OK M E �j� ,� TRACT MAP 31874-1 BENCHMARK: UNDEGROUND SOUTHERN SERVICE ALERT EXP. 6-31-22 a ly��%�`�/%' Z�//Z� LOTS 4-6 OF soaTt]ERx CALIFORNIA BRY McKINNEY, PE DATE TITLE SHEET BENCHMARK No. 99 CITY OF INDIO + + R.C.E. N0. 42723, EXP. 03 � 31 22 1620 SOUTH GRAND AVENUE FILE: FD RAILROAD SPIKE IN SE SIDE OF PP #950931D O p GLENDORA CALIFORNIA 91740 LOCATED IN THE S.E. 1 4 OF THE N.E. 14 OF SEC 10 TDS R7E SBBM BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE `�' CIV ENW CDR or LEVATION:R499571 UNDEGROUND SERVCE0TH LOCATION OF RALERT ATTUI�EBOOY227N26001NG UTILITY 9rf CALF DRAWN 8Y: CHECKED BY: DATE: (626) 914-6256/FAX (626) 914-5756 PUBLIC WORKS DIRECTOR/CITY ENGINEER DRAWING No: x,10 HaCH Rio o,/ofi/2021 R.C.E. NO. 49418 EXP. 9-30-22 F°R THE ESTATES AT CARMELA Ipcauo- 005F, ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN g 8' MIN (VAN) � —SIDEWALK'S 5' MIN (CAR) MOW CURB (c (CBC 11 B-502.3) SEE DETAIL BELOW 4" WIDE PAINTED BLUE STRIPES 2 COATS TYP. HATCHED LINES AT 36" ON CENTER MAXIMUM EQ I EQ 9' TYP (CBC 116- 1 9' (CBC 11 1'-6" x 1'-0" x 0.080" ALUMINUM STANDARD ACCESSIBLE PARKING SIGN WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. ";250 FINE" (CBC 118-502.6.2) ON 6" x 1'-0" x 0.080" ALUMINUM (WHERE OCCURS) - r "VAN ACCESSIBLE SIGN" ON 6" x 1'-0" x 0.080" ALUMINU (WHERE OCCURS) 2" DIAMETER GALVANIZED STEEL PIPE EXTEND INTO CONCRETE FOOTING. NOTES: 1. ALL STROKES TO BE MINIMUM 3" WIDE CONCRETE SIDEWALK_ FIELD: ROYAL BLUE\�1 BORDER & SYMBOL WHITE 2. PROVIDE TWO COATS OF PAINT, DRY BETWEEN COATS, 3. LOCATE SYMBOL AT CENTER OF STALL WHERE CONCRETE FOOTING - SHOWN ON PLAN. 4. ACCESSIBLE SYMBOL TO COMPLY WITH NOTE: CURRENT ACCESSIBLE REQUIREMENTS ACCESSIBLE PARKING SIGN TO CONFORM TO OF LOCAL PUBLIC AGENCY. CURRENT STATE, LOCAL CODES AND REGULATIONS. VAN ACCESSIBLE SPACES SHALL HAVE A (6 x 12" x 0.080 ALUMINUM SIGN VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. LETTERS TO BE 1" HIGH. AgglNURPMOMMEAU NO SCALE 1 RJO L3 28 21 UPDATED FOOTPRINTS PER APPROVED ARCH PLANS NO. I INIT. I APPVD I DATE REVISIONS 0 z, 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 "COTD" AS PER 1-800-227-2600 THE NATIONAL GEODETIC SURVEY DATA SHEETS !1111 BENCHMARK: UNDEGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK No. 99 CITY OF INDIO FD RAILROAD SPIKE IN SE SIDE OF PP #9509310 ® 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 CONSTRUCTION NOTES O CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. O CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED O 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 O5 CONSTRUCT 6" NDS #9186 SATIN BRASS GRATE DRAIN OR EQUIVALENT © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT O7 CONSTRUCT 4" A.C. OVER 95% COMPACTED NATIVE SO CONSTRUCT 4" THICK PCC DRIVEWAY 9O CONSTRUCT 4" THICK PCC WALKWAY (W=4') 10 INSTALL CONCRETE WHEEL STOP 11 INSTALL ADA SIGN PER DETAIL HEREON 12 INSTALL SITE FEATURES PER SEPARATE LANDSCAPING PLANS & PERMIT 13 INSTALL TRUNCATED DOMES PER CBC SEC. 11B 14 INSTALL 6" A.C. BERM PER CITY STANDARD DWG. 204 (PAINTED YELLOW) 15 INSTALL ACCESSIBLE SITE ENTRANCE SIGN PER DETAIL BELOW n 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 1 UNAUTHORIZED 'VEHICLES PARKED ROYAL BLUE r� I BACKGROUND I 'o I SPECIAL LICENSE PLATES ISSUED . 1n BORDER AND SYMBOL PAINT WHITE 3" TMP N 5'-0" TOWED "VEHICLES 9' TYP (CBC 116- 1 9' (CBC 11 1'-6" x 1'-0" x 0.080" ALUMINUM STANDARD ACCESSIBLE PARKING SIGN WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. ";250 FINE" (CBC 118-502.6.2) ON 6" x 1'-0" x 0.080" ALUMINUM (WHERE OCCURS) - r "VAN ACCESSIBLE SIGN" ON 6" x 1'-0" x 0.080" ALUMINU (WHERE OCCURS) 2" DIAMETER GALVANIZED STEEL PIPE EXTEND INTO CONCRETE FOOTING. NOTES: 1. ALL STROKES TO BE MINIMUM 3" WIDE CONCRETE SIDEWALK_ FIELD: ROYAL BLUE\�1 BORDER & SYMBOL WHITE 2. PROVIDE TWO COATS OF PAINT, DRY BETWEEN COATS, 3. LOCATE SYMBOL AT CENTER OF STALL WHERE CONCRETE FOOTING - SHOWN ON PLAN. 4. ACCESSIBLE SYMBOL TO COMPLY WITH NOTE: CURRENT ACCESSIBLE REQUIREMENTS ACCESSIBLE PARKING SIGN TO CONFORM TO OF LOCAL PUBLIC AGENCY. CURRENT STATE, LOCAL CODES AND REGULATIONS. VAN ACCESSIBLE SPACES SHALL HAVE A (6 x 12" x 0.080 ALUMINUM SIGN VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. LETTERS TO BE 1" HIGH. AgglNURPMOMMEAU NO SCALE 1 RJO L3 28 21 UPDATED FOOTPRINTS PER APPROVED ARCH PLANS NO. I INIT. I APPVD I DATE REVISIONS 0 z, 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 "COTD" AS PER 1-800-227-2600 THE NATIONAL GEODETIC SURVEY DATA SHEETS !1111 BENCHMARK: UNDEGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK No. 99 CITY OF INDIO FD RAILROAD SPIKE IN SE SIDE OF PP #9509310 ® 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 CONSTRUCTION NOTES O CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. O CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED O 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 O5 CONSTRUCT 6" NDS #9186 SATIN BRASS GRATE DRAIN OR EQUIVALENT © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT O7 CONSTRUCT 4" A.C. OVER 95% COMPACTED NATIVE SO CONSTRUCT 4" THICK PCC DRIVEWAY 9O CONSTRUCT 4" THICK PCC WALKWAY (W=4') 10 INSTALL CONCRETE WHEEL STOP 11 INSTALL ADA SIGN PER DETAIL HEREON 12 INSTALL SITE FEATURES PER SEPARATE LANDSCAPING PLANS & PERMIT 13 INSTALL TRUNCATED DOMES PER CBC SEC. 11B 14 INSTALL 6" A.C. BERM PER CITY STANDARD DWG. 204 (PAINTED YELLOW) 15 INSTALL ACCESSIBLE SITE ENTRANCE SIGN PER DETAIL BELOW n 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 1 �'!'__ _ =.11 =►Ili � ► � _ � ► SEE DETAIL RIG DESIGNER'S SEAL I PREPARED UNDER THE SUPERVISION OF: NO. C42723 EXP. 3-31-22 k-l-CIV1�/ R.C.E. No. 42723, EXP. 03 / 31/ 22 )RAWN BY: CHECKED BY: DATE: HdCH 1 01/06/2021 UNAUTHORIZED 'VEHICLES PARKED IN DESIGNATED ACCESSIBLE r� I SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED . FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER`S EXPENSE N TOWED "VEHICLES MAY BE RECLAIMED AT (I11softess ,i DR BY TELEPHONING (I nseert Telephone Number) 2'-0" 11..11, �'!'__ _ =.11 =►Ili � ► � _ � ► SEE DETAIL RIG DESIGNER'S SEAL I PREPARED UNDER THE SUPERVISION OF: NO. C42723 EXP. 3-31-22 k-l-CIV1�/ R.C.E. No. 42723, EXP. 03 / 31/ 22 )RAWN BY: CHECKED BY: DATE: HdCH 1 01/06/2021 %- r I 1p ^ 10 10 10 I 10 10 %r L - - 14 (671 ,.. LOT 4 -TEMPORARY PARKING LI)T PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURV"EYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 APPROVED BY: CITY OF LA QUINTA �� > z� BR AN MCKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 W N S GRAPHIC SCALE E ( 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. c ADA DETAIL CITY OF LA OUINTA SHEET NO. PRECISE GRADING PLANS 2 of 2 TRACT MAP 31874-1 LOTS 4-6 FILE: FOR: THE ESTATES AT CARMELA_ PG1A21- ooi3 r� I %- r I 1p ^ 10 10 10 I 10 10 %r L - - 14 (671 ,.. LOT 4 -TEMPORARY PARKING LI)T PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURV"EYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 APPROVED BY: CITY OF LA QUINTA �� > z� BR AN MCKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 W N S GRAPHIC SCALE E ( 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. c ADA DETAIL CITY OF LA OUINTA SHEET NO. PRECISE GRADING PLANS 2 of 2 TRACT MAP 31874-1 LOTS 4-6 FILE: FOR: THE ESTATES AT CARMELA_ PG1A21- ooi3 ACCESSIBLE PARKING SIGN '--SIDEWALX-'l� 4' WIDE PNNTE BLUE STRIPES 2 COATS TYP. 5' MIN AT ROYAL BLUE BACKGROUND o I BORDER AND SYMBOL PAINT WHITE 3' TYP I I (CBC 11 NOTES: 1. ALL STROKES TO BE MINIMUM 3" WIDE FIELD: ROYAL BLUE BORDER k SYMBOL WHITE 2. PROVIDE TWO COATS OF PAINT, DRY BETWEEN COATS. 3. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON PLAN. 4 ACCESSIBLE SYMBOL TO COMPLY WITH ACCESSIBLE PARKING SIGN g CONSTRUCTION NOTES OI CONSTRUCT 9"x9" NDS DRAIN BASIN OR EQUIVALENT. Q2 CONSTRUCT 4" PVC (SCH. 40) PIPE AT 2%, UNLESS OTHERWISE NOTED O CONSTRUCT BUBBLER BOX WITH GRATE TOP, 9"x9" NDS BASIN OR EQUIVALENT PER DETAIL ON SHEET 1 (CBC 118-502.2) I (CBC 11B-502.2) 1'-6" x l'-0" x 0.080" ALUMINUM STANDARD ACCESSIBLE PARKING SIGN WITH IDENTIFICATION SYMBOL BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. —� "S250 FINE" (CBC 118-502.6.2) ON 6" x l' -O" x 0.080" ALUMINUM (WHERE OCCURS) "VAN ACCESSIBLE SIGN"— ON 6" x l' -G" x 0.080" ALUM@ (WHERE OCCURS) 2" DIAMETER GALVANIZED STEEL F EXTEND INTO CONCRETE FOOTING. CONCRETE CONCRETE FOOTING CURRENT ACCESSIBLE REQUIREMENTS NOTE: OF LOCAL PUBLIC AGENCY. ACCESSIBLE PARKING SIGN TO CONFORM TO ONS CURRENT STATE, LOCAL CODES AND REGULAT! VAN ACCESSIBLE SPACES SHALL HAVE A (6 x 12" x 0.080' ALUMINUM SIGN 'VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. LETTERS TO BE 1" HIGH. 11140; "4 L'ClKz4f2 9-1 II II 'h II '--SIDEWALK- - ® OMIT 1/2 BLOCK AT CENTERLINE OF SWALE FOR DRAINAGE CURB UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE _MOW SEE DETAIL BELOW O CONSTRUCT 6" NDS M9188 SATIN BRASS GRATE DRAIN OR EQUIVALENT © CONSTRUCT CMU GARDEN WALL PER SEPARATE PERMIT SPACES NOT DISPLAYING PREPARED UNDER THE SUPERVISION OF: BASIS OF BEARINGS: DISTINGUISHING PLACARDS OR CALL AT LEAST TWO /p O CONSTRUCT 4" A.C. OVER 95% COMPACTED NATIVE THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFOREWORKING DAYS PRIOR CONSTRUCT 4' THICK POC DRIVEWAY kTCO8 LINES�' BEARING "N64"15'06"W BETWEEN NATIONAL GEODETIC 36" ON CENTER 36' ON WILL BE TOWED AWAY EXCAVATING CONSTRUCT9O CONSTRUCT 4" THICK PCC WALKWAY (W=4') MAXIMUM m m � 10 INSTALL CONCRETE WHEEL STOP AS PER f m 11 INSTALL ADA SIGN PER DETAIL HEREON cx © 12 INSTALL SITE FEATURES PER SEPARATE LANDSCAPING PLANS k PERMIT (II'te.Ad OSS) 13 INSTALL TRUNCATED DOMES PER CBC SEC. 110 EO EO Y NBENCHMARK: OR BY TELEPHONING 14 INSTALL 6" A.C. BERM PER CITY STANDARD DWG. 204 (PAINTED YELLOW) 15 INSTALL ACCESSIBLE SITE ENTRANCE SIGN PER DETAIL BELOW �,N0. C42723 � -. 3-31-22 A 9' TYP 19' TYP (Insert Telephone Number)) OF SOUTf�RN CAVORN'N (CBC 118-502.2) I (CBC 11B-502.2) 1'-6" x l'-0" x 0.080" ALUMINUM STANDARD ACCESSIBLE PARKING SIGN WITH IDENTIFICATION SYMBOL BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. —� "S250 FINE" (CBC 118-502.6.2) ON 6" x l' -O" x 0.080" ALUMINUM (WHERE OCCURS) "VAN ACCESSIBLE SIGN"— ON 6" x l' -G" x 0.080" ALUM@ (WHERE OCCURS) 2" DIAMETER GALVANIZED STEEL F EXTEND INTO CONCRETE FOOTING. CONCRETE CONCRETE FOOTING CURRENT ACCESSIBLE REQUIREMENTS NOTE: OF LOCAL PUBLIC AGENCY. ACCESSIBLE PARKING SIGN TO CONFORM TO ONS CURRENT STATE, LOCAL CODES AND REGULAT! VAN ACCESSIBLE SPACES SHALL HAVE A (6 x 12" x 0.080' ALUMINUM SIGN 'VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. LETTERS TO BE 1" HIGH. 11140; "4 L'ClKz4f2 9-1 II II 'h II SEE DETAIL RI N0. I INIT. I APPVD I DATE REVISIONS UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING PREPARED UNDER THE SUPERVISION OF: BASIS OF BEARINGS: DISTINGUISHING PLACARDS OR CALL AT LEAST TWO /p SPECIAL LICENSE PLATES ISSUED THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFOREWORKING DAYS PRIOR R OFESS F 4' 4 FOR PERSONS WITH DISABILITIES BEARING "N64"15'06"W BETWEEN NATIONAL GEODETIC SURVEY WILL BE TOWED AWAY EXCAVATING q AT THE OWNER'S EXPENSE HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER 1-800-227-2600 TOWED VEHICLES THE NATIONAL GEODETIC SURVEY DATA SHEETS MAY BE RECLAIMED AT y p y = (II'te.Ad OSS) RO J KERMAN Y NBENCHMARK: OR BY TELEPHONING NDEGROUND SERVICE ALERT �,N0. C42723 � -. 3-31-22 A (Insert Telephone Number)) OF SOUTf�RN CAVORN'N R.C.E. No. 42723, EXP. 03 / 31/ 22 2'-0' Q` SEE DETAIL RI N0. I INIT. I APPVD I DATE REVISIONS DESIGNER'S SEAL PREPARED UNDER THE SUPERVISION OF: BASIS OF BEARINGS: TT'S THE LAWOU CALL AT LEAST TWO /p THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFOREWORKING DAYS PRIOR R OFESS F 4' 4 BEARING "N64"15'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG!TO EXCAVATING FH.(. �� HORIZONTAL CONTROL STATIONS "TMA[" AND "COTD" AS PER 1-800-227-2600 sy�'V� THE NATIONAL GEODETIC SURVEY DATA SHEETS y p y = RO J KERMAN Y NBENCHMARK: NDEGROUND SERVICE ALERT �,N0. C42723 � -. 3-31-22 A OF SOUTf�RN CAVORN'N R.C.E. No. 42723, EXP. 03 / 31/ 22 BENCHMARK No. 99 CITY OF INDIO A * FD RAILROAD SPIKE IN SE SIDE OF PP W950931D O 50TH BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE �.qi Clyll ��P F ? DRAWN BY: CHECKED BY: DATE: NW COR OF MONROE 8 LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY OF CAL\FO ELEVATION: 499.71 UNDEGROUND SERVICE ALERT AT 1-800-227-2600 HdCH RJO 01/06/2021 3 3 3 3 LOT 4 — TEMPORARY PARKING LOT PHB & ASSOCIATES, INC. CIVIL ENGINEERING • SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAx (626) 914-5756 APPROVED BY: CITY OF LA eSJZyji�'4 �r r, Z/�/Zl BRYA McKINNEY, PE DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 N S GRAPHIC SCALE m o 10 w w m ( IN FEET ) I inch = 20 ft. NOTE: (:IC) 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. ADA DETAIL CITY OF LA OUINTA TRACT MAP 31874-1 LOTS 4-6 _OCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10, T6S, R7E, SBBM E ESTATES AT CARMELA SHEET N0, 2 OF 191R:9