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PG2018-0016'm CITY OF LA QUINTA VICINITY MAP N.T.S. CONSTRUCTION NOTES QUANTITY ESTBAATE (FOR PERM3,840RS.FES OS ONLY) ( �1 CONSTRUCT 4" THICK P.C.C. WALK / SLAB REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR do FINISH O2 CONSTRUCT 4" THICK P.C.C. COLORED SLAA 7,280 S.F. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR do FINISH O3 CONSTRUCT P.C.C. MOW CURB 80 L.F. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR DETAILS ® CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 430 L.F. REFER TO LANDSCAPE PLANS FOR STUCCO FINISH AND DETAILS (DCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER 16 L.F. SEPARATE PERMIT. REFER TO LANDSCAPE PLANS FOR STUCCO FINISH AND DETAILS © CONSTRUCT TUBULAR STEEL FENCE 255 EA. REFER TO LANDSCAPE PLANS FOR DETAILS (D CONSTRUCT TUBULAR STEEL GATE 3 EA. REFER TO LANDSCAPE PLANS FOR DETAILS ® OMIT BLOCK IN WALL FOR DRAINAGE 2 EA. O9 INSTALL NDS (OR APPROVED EQUAL) 10" ROUND 8 EA. GRATE (LANDSCAPE AREAS), COLOR PER LANDSCAPE ARCHITECT'S PLANS. 10 INSTALL NDS (OR APPROVED EQUAL) 6" WIDE DURA- 44 L.F. SLOPE CHANNEEL DRAIN. ADA COMPLIANT GRATE PER LANDSCAPE ARCHITECT'S PLANS. 11 INSTALL 6" ADS-N12 (OR APPROVED EQUAL) STORM 75 L.F. DRAIN PIPE WITH WATERTIGHT FITTINGS. 1© INSTALL 8" ADS-N12 (OR APPROVED EQUAL) STORM 365 L.F. DRAIN PIPE WITH WATERTIGHT FITTINGS. 13 INSTALL 6'x45' ADS-N 12 (OR APPROVED EQUAL) BEND 1 EA. 14 INSTALL 8'x30' ADS-N12 (OR APPROVED EQUAL) BEND 1 EA. 15 INSTALL 8"x45' ADS-N12 (OR APPROVED EQUAL) BEND 3 EA. 16 INSTALL 8"x90' ADS-N 12 (OR APPROVED EQUAL) BEND 4 EA. 1© INSTALL 6"x6" ADS-N12 (OR APPROVED EQUAL) TEE 3 EA. 18 INSTALL 8"x6" ADS-N 12 (OR APPROVED EQUAL) TEE 1 EA. 19 INSTALL 8%8" ADS-N12 (OR APPROVED EQUAL) TEE 3 EA. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36762 FLORESTA PRECISE GRADING PLAN PROJECT INFO OWNER BEAZER HOMES HOLDING CORP. 1800 IMPERIAL HWY., STE. 140 BREA, CA 92821 PHONE: (714) 672-7047 CONTACT: KIM MOLINA JULIAN A. DE LA TORRE MSA CONSULTING, INC. 34200 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270 PHONE: (760) 320-9811 FAX: (780) 323-7893 SOILS ENGINEER: CHET ROBINSON GEOCON WEST, INC. 41571 CORNING PLACE, STE. 101 MURRIETA, CA 92562 PHONE: (951) 304-2300 POOL AND RECREA 77ON AREA LOT L BEING A SUBDIVISION OF LOTS 1 AND 2 AND LETTERED LOT C, OF TRACT NO. 31798, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 398, PAGES 53 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICES OF THE COUNTY RECORDER OF SAID COUNTY. PREPARED FORe BEAZER HOMES HOLDING CORP. 1800 E. IMPERIAL HIGHWAY, SUITE 140 BREA, CA 92821 (714) 072-7047 CATCH BASIN NO. 3E Q1oo= 3.14 cfs 01o= 1.63 doCATCH BASIN N0. 3D CATCH BASIN NO. 48 0100= 9.86 cfs Q10- 5.16 cfs ®INSTALL 8"x6" ADS-N12 (OR APPROVED EQUAL) WYE 2 EA. EARTHWORK ESTIMATE RAW CUT 650 CY OINSTALL 8"x8" ADS-N12 (OR APPROVED EQUAL) WYE 2 EA. RAW FILL 650 CY ® INSTALL 18"x8" ADS-N12 (OR APPROVED EQUAL) WYE 2 EA. ASSUMED h FOOT OF CUT/FILL OVER LOT AREA NOTE TO CONTRACTOR, QUANTITY ESTIMAT MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NUISANCE WATER DISCLAMER NOTE EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, Q ENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. NOTE TO CONTRACTOR DRAINAGE INITE(WITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. LEGEND I CONSTRUCT 4" THICK P.C.C. WALK / SLAB CONSTRUCT 4" THICK COLORED P.C.C. SLAB W !ie � �RACi NO.' 249i%-7 I I I � as e I I � � I Q,00= '!o= 3 14 1.�53 cfso cfs I I I i 1 \ e7 �'l1AC'� NO.2489� ---" 70 71 72 73 74 y' g I 17 1e 10 20 21 22 23 24 26 2e :A FRESA .. I 1e < F--- VIA TAPIS 2715 28 20 30 ' 14 78 85 13 70 77 7o e4 83 i 63 62 32 7e 71 ee e2 84 81 33 ) 11 81 76 72 0. 3 2.88 do e1 F 34 I 82 74 � 1.52 cfs LOT L � 40 36 I f] " PI 10 73 78 9 VIA SAN #AATEO t; b I 57 48 3e 1 1 CATCH BASIN NO. 4A 7 8 p e 5 4 3 1 68 47 37 Q1oo- 9.86 Cfs J CAT IN NO. 38 41o= 5.16 cfs ,/ - - _-------- E- 38 0179 dos LET-O---- ` --- Q16i �4.57 cfs RETENTION BASMI ---- �l 7e 42 41 40 3>➢ / 41 l LUME V100-24= 129,026 cf ...r.,,.._-.. ..._ _ CATCH BASINS.' . , ._._. -✓ ,0 / CATCH BASIN NO. 2B CATCH BASIN NO. 1 B CATCH BASIN NO. 31k" ! " ._._ Qw 2m �s �1E4:+Di5 s -- - OmmrY-i1 010- 1.33 do Q10- 2.11 do AVENUE 62 010- 4.57 doL 1. ` .,. 1-7, 7VO C-3 ... _._._ :: , _ .,,MINIM!#•• IY, '�n� bhp¢ .�� .."M• w ,,� ,� "� "a a. �, S mow.. � "m n.� : ,.�€� d :,.a � �..� ,..� � :.- r � ''s � INDEX MAP, 0' 150' 300' 450' 600' SCALE 1 "=150' FEMA FLOOD ZONEI THE PROJECT IS NOT COVERED BY A PRINTED FIRM PANEL. A LETTER FROM COACHELLA VALLEY WATER DISTRICT (CVWD) DATED MAY 14, 2015, INDICATES THAT THE PROJECT AREA IS DESIGNATED AS ZONE X, INDICATING AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. BASIS OF BEARINGN INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 PRECISE GRADING COMMUNITY AREA 3 ADA PATH �F TRAVEL WALL AND TOM DRAIN PLAN BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 5, TOWNSHIP 6 SOUTH, RANGE LOT ADDRESS TABLE 7 EAST, ALSO BEING THE CENTERLINE OF AVENUE 52 PER TRACT NO. 24889 M.B. 210/38-52; BEING: N 89'51'03" E. LOT NO. ADDRESS L 1 79-824 VIA SAN MATEO - EXISTING CENTERLINE I - - EXISTING RIGHT OF WAY ABBREVIATIONS EVC END OF VERTICAL CURVE PRC POINT OF REVERSE CURVE E EAST EX. EXISTING PP POWER POLE - --- EXISTING PUE N NORTH FF FINISHED FLOOR PROP. PROPOSED EXISTING BOUNDARY S SOUTH FG FINISHED GRADE PT. POINT W WEST FL FLOWLINE PUE PUBLIC UTILITY EASEMENT EXISTING PROPERTY LINE NE) NORTHEAST FS FINISHED SURFACE PVI POINT OF VERTICAL INTERSECTION NW) NORTHWEST GB GRADE BREAK PVMT PAVEMENT EXISTING CURB AND GUTTER SE) SOUTHEAST GF GARAGE FLOOR R/W RIGHT OF WAY SW) SOUTHWEST HC HANDICAP RAD. RADIUS W EXISTING WATER MAIN AC ASPHALT CONCRETE HP HIGH POINT RED. REDUCER BC BEGINNING OF CURVE HZ HORIZONTAL SD STORM DRAIN S EXISTING SEWER MAIN BCR BEGIN CURB RETURN INV INVERT S.F. SQUARE FEET SD EXISTING STORM DRAIN LINE BOC BACK OF CURB LINE L# STA. STATION 4 CONSTRUCT PRECISION BLOCK GARDEN WALL BS BSL BOTTOM OF STEPS BUILDIG SETBACK L.F. LP LINEAL FEET LOW POINT STD. S/W STANDARD SIDEWALK 5 IN CONSTRUCT PRECISION BLOCK GARDEN / RETAINING WALL C# CURVE MAX. MAXIMUM SWR SEWER C/L CENTERLINE MH MANHOLE TB TOP OF BERM D i S f I SITE ADDRESS NOTE, C&G C.B. CURB AND GUTTER CATCH BASIN MIN. MOC MINIMUM MID -POINT OF CURVE TC TF TOP OF CURB TOP OF FOOTING g a e y NW CORNER AT INTERSECTION OF SEPARATE PERMITS FROM THE C.Y. CUBIC YARDS MVC MIP-POINT OF VERTICAL CURVE TOG TOP OF GRATE DIG ALERT AVENUE 52 AND JEFFERSON STREET. BUILDING AND SAFETY D DB DEPTH DRAIN BOX NG NO. NATURAL GROUND NUMBER TP TRW TOP OF PAVEMENT TOP OF RETAINING WAIL DIAL TOLL FREE DEPARTMENT SHALL BE. DWG. DRAWING N.T.S. NOT TO SCALE TW TOP OF WALL - - - 800 227 2600 SOURCE OF TOPOGRAPHY REQUIRED FOR ALL WALLS. DWY DRIVEWAY O/H OVERHEAD TYP. TYPICAL ROBERT J. LUNG do ASSOCIATES EA. EACH P/L PROPERTY LINE VC VERTICAL CURVE AT LEAST TWO DAYS 2832 WALNUT AVENUE, SUITE E EC END OF CURVE P.C.C. PORTLAND CONCRETE CEMENT VERT VERTICAL BEFORE YOU DIQ TUSTIN, CALIFORNIA 92608 ® Copyright 2018 ECR END CURB RETURN PCC POINT OF COMPOUND CURVE W WIDTH PHONE: (714) 832-2077 nELEV MSA Consulting, Inc. EP ELEVATION EDGE OF PAVEMENT PE PIG PAD ELEVATION POINT OF INTERSECTION/GUTTER WTR FL WATER WORK ORDER: 42722 All Rights Reserved ESMT EASEMENT POC POINT ON CURVE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE OF PHOTOGRAPHY: JUNE 25, 2014 R X LEGEND ----�► DIRECTION OF FLOW - - EMERGENCY OVERFLOW ■ CATCH BASIN PROJECT NOTES• 1. WALKS do SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 ePOFE88/q DE L4 F� I ' C43880 OF CX0 / APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE Q�Dv PA, JAMES WIATRAK DATE DANNY CASTRO DATE BUILDING OFFICIAL �Z /� jA DESIGN AND DEVELOPMENT DIRECTOR GENERAL NOTES CITY OF LA QUINTA ICITY OF LA QUINTA 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 A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE 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 do 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 REQUIRED 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 (9OX) 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 OCCURRING 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 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. GRADM NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. T2812-22-01, DATED: APRIL 13. 2018. PREPARED BY: GEOCON WEST, INC., TELEPHONE NO. 951-304-2300, 2. THE SOILS ENGINEER AN D 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 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 CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE 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 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 SOILS 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 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 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. NOTE TO CONTRACTORe EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2651 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 (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR, CONSTRUCTION OBSERVATION THESE DRAWINGS WERE PREPARED BY MSA CONSULTING, INC. (MSA) USING CURRENTLY ACCEPTED INDUSTRY AND AGENCY STANDARDS. MSA HAS NO CONTROL OVER THE CONTRACTOR'S MEANS OR METHODS; AND UNLESS MSA IS ENGAGED TO PERFORM FULL-TIME, ON -SITE OBSERVATION, MSA CANNOT REPRESENT THAT THE CONSTRUCTION IS COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS OR APPROPRIATE SPECIFICATIONS. UNLESS MSA IS PERFORMING FULL-TIME, ON -SITE OBSERVATION, MSA'S RESPONSIBILITY AS THE CIVIL ENGINEER OF RECORD IS LIMITED TO THE DESIGN AT THE ONSET OF CONSTRUCTION. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY, AND AGREES TO DEFEND, INDEMNIFY AND HOLD MSA HARMLESS FROM ANY AND ALL UAELITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF MSA EMPLOYEES. MSA DOES NOT GUARANTEE THE COMPLETION OR QUALITY OF PERFORMANCE OF CONTRACTS BY THE CONSTRUCTION CONTRACTOR, OR OTHER THIRD PARTIES, NOR IS MSA RESPONSIBLE FOR THEIR ACTS OR OMISSIONS. NOTE TO CONTRACTOR, SIT CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. THIS PLAN HAS BEEN REV"= BY GEOCON WEST, NO. AND APPEARS TO BE N =MAL CONFORMITY WITH THE RECOII+NIIEMATIONS IN OUR REPORT, DATED APRL fa. 20S OUR FLE NtN11DER T2812-22-Ot WE MAKE NO BENTATIOH AS TO THE ACCURACY OF DNIIEN8i0N8, MEASUREMENTS, CALCULA PORTION OF THE DESM. CHET ROBNOW GE NO. 2Aoo No. 2: � %Z //3/Zo/8 DATE NO. R EV I S I 0 N S APPROVED DATE Cr��•$'EArl,�O Pt.Ar1 �aK A CONSULTING, INC. PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. No. DEs1ONED BY APPROVED BY CITY OF LA QlITA MARK ELEv.BEWCH 28.23 �- DS CITY OF LA QUINTA, CALIFORNIA sHEET In Civn LA D SuRvsYn�o C43880 - i LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. gpplAT� ., � DRAWN BY �.-�,Jg • 387182 INTERSECTION OF AVENUE 52 AND JEEFERSON STREET IAN DE LA TORRE DATE DB3 B AN W. MCK EY, P.E. -DATE-+-l- LOT 'L' - POOL AND !�C' ATION AFEA °F 342M Bm Hora Dam ■ RAN= MmAoz • CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. CHECKED BY CITY ENGINEER COVER SHEET 3 PIXTY YEARS � (760) 320-M • FAX (760) 323-M =-I/ zi pf PR3 R.C.E. 49418 EXPIRES 9/30/20 i>IF'IAI[': A C►1LiMAC1[']AI (1G s DADTuu! nr TNC clti ITLJCACT i /L nc Ccr 4 t R Cry ITu D 7 C1CT C C ►I SHEETS K2_018- oolto Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG R 0' 10' 20' 30' Q. SCALE 1 "=10' PROJECT NOTES, 1. WALKS k SLABS: CONCRETE SHALL BE CLASS 520—C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 (D CONSTRUCT 4" THICK P.C.C. WALK / SLAB REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR do FINISH O2 CONSTRUCT 4" THICK P.C.C. COLORED SLAB REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR do FINISH O3 CONSTRUCT P.C.C. MOW CURB REFER TO LANDSCAPE ARCHITECT'S PLANS FOR DETAILS 4O CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT REFER TO LANDSCAPE PLANS FOR STUCCO FINISH AND DETAILS ® CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT. REFER TO LANDSCAPE PLANS FOR STUCCO FINISH AND DETAILS © CONSTRUCT TUBULAR STEEL FENCE REFER TO LANDSCAPE PLANS FOR DETAILS O7 CONSTRUCT TUBULAR STEEL GATE REFER TO LANDSCAPE PLANS FOR DETAILS ® OMIT BLOCK IN WALL FOR DRAINAGE O9 INSTALL NOS (OR APPROVED EQUAL) 10" ROUND GRATE (LANDSCAPE AREAS), COLOR PER LANDSCAPE ARCHITECT'S PLANS. 9 INSTALL NDS (OR APPROVED EQUAL) 6" WIDE DURA— SLOPE CHANNEL DRAIN. ADA COMPLIANT GRATE PER LANDSCAPE ARCHITECT'S PLANS. 11 INSTALL 6" ADS—N12 (OR APPROVED EQUAL) STORM DRAIN PIPE WITH WATERTIGHT FITTINGS. 1© INSTALL 8" ADS—N12 (OR APPROVED EQUAL) STORM DRAIN PIPE WITH WATERTIGHT FITTINGS. NOTE, SEE SHEET 3 FOR WALL AND STORM DRAIN ELEVATIONS. POOL, SPA, FIREPLACE AND WALLS REQUIRE SEPARATE BUILDING PERMITS. N0. R EV I S I 0 N S APPROVED DATE `�1�$1RA �r�o MSA CONSUL LNG, INC. PLAIT M40 ■ .`rim 0 LAID SURVBYM 342M Bm gorg DVg ■ RAl�O g ■ CA =70 (760) 32ii-M w FAX ilM 323-"1�$$3 YHA � BENCFI c ELEV• 28.23 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE �o "� R.C.E. W. Ci43980 DESKMD BY DS APPROVED BY CITY OF LA OUNTA B W. MCKINN , P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 9/30/20 CITY OF LA QUINTA, CALIFORNIA SHEET 2 OF p��3� 6 SHEETS LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEEFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. DRAWN BY DS •38782 - LOT IL.' - POOL AID RECREATM AREA PRECISE GRADING PLANPIXTY mr—^ . �j �enw wn�wu wr . nwe —. — �..— ww. rw.. .~ . i. -- --- e - . -w � I w w r.~ n n u JULIAN A. DE LA TORRE DATE IZ����� CHECKED ®Y �8 Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIO R 0' 20' 40' 60' 80' SCALE 1 "=20' 0 Copyright 2018 MSA Consulting. Inc. All Rights Ressrmd jROFE88/CW +�.DE44r lip, C43880 m CP CONSTRUCTION NOTES O4 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT REFER TO LANDSCAPE PLANS FOR STUCCO FINISH AND DETAILS O5 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT. REFER TO LANDSCAPE PLANS FOR STUCCO FINISH AND DETAILS ® OMIT BLOCK IN WALL FOR DRAINAGE O INSTALL NDS (OR APPROVED EQUAL) 10" ROUND GRATE (LANDSCAPE AREAS), COLOR PER LANDSCAPE ARCHITECT'S PLANS. 10 INSTALL NDS (OR APPROVED EQUAL) 6" WIDE DURA- SLOPE CHANNEL DRAIN. ADA COMPLIANT GRATE PER LANDSCAPE ARCHITECT'S PLANS. 11 INSTALL 6" ADS-N12 (OR APPROVED EQUAL) STORM DRAIN PIPE WITH WATERTIGHT FITTINGS. 1© INSTALL 8" ADS-N12 OR APPROVED EQUAL) STORM DRAIN PIPE WITH WATERTIGHT FITTINGS. 1® INSTALL 6"x45' ADS-N12 (OR APPROVED EQUAL) BEND ©4 INSTALL 8'x3O' ADS-N 12 (OR APPROVED EQUAL) BEND 1© INSTALL 8"x45' ADS-N 12 (OR APPROVED EQUAL) BEND 1® INSTALL 8"x90' ADS-N 12 (OR APPROVED EQUAL) BEND 1© INSTALL 6"x6" ADS-N 12 (OR APPROVED EQUAL) TEE 1® INSTALL 8"x6" ADS-N12 (OR APPROVED EQUAL) TEE 1® INSTALL 8"x8" ADS-N12 (OR APPROVED EQUAL) TEE ® INSTALL 8"x6" ADS-N 12 (OR APPROVED EQUAL) WYE 2® INSTALL 8"x8" ADS-N 12 (OR APPROVED EQUAL) WYE ® INSTALL 18"x8" ADS-N12 (OR APPROVED EQUAL) WYE DENOTES ADA PATH OF TRAVEL NO. REVISIONS APPROVED DATE ILA r G�ti fMSA CONSULTING, INC. Pi Amam ■ Crim ENammmum ■ Lmw 9URVSYII 342M HOs $pig jag ■ gyp Mm,Aos ■ CA 9=70 FMTT YZAU i�EL;d!mm (760) 320-91M ■ FAx (760) 3�23-7893 BENCH MAW ELEV. 28.23 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE ��LJ � R.C.E. NO. C43880 DESKm4ED BY DS APPROVED BY CITY OF LA OUNTA -%-� RRYAN W. MCKIN , P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 9/30/20 CITY OF LA OUINTA, CALIFORNIA QBHEET V OF Q V Q. A----Q LocATK�I FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEEFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. DRAWN BY DS LOT 'L� -POOL AND RECREATION AREA ADA PATH OF TRAVEL, WALL AND STORM MAIN PLAN -- - ---- - - - JULIAN A. DE LA TORRE DATE 11/11 (g CHECKED BY PRs