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PG2018-0018, PG2019-0013VICINITY MAP j N.T.S. �OR'C, CONSTRUCTION NOTES AND QUANTITY ESTIMATE THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE THROUGHOUT THIS PLAN SET. NOTE TO CONTRACTOR - QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36762 FLORESTA PRECISE GRADING PLAN CONSTRUCTION PHASES 3 THROUGH 9 LOTS 1-30f 42 46 AND 53-82BEING A SUBDIVISION OF LOTS 1 AND AND LETTERE 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 FOR, BEAZER HOMES HOLDING CORP. 1800 E. IMPERIAL HIGHWAY, SUITE 140 BREA, CA 92821 (714) 672-7047 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE I 1 C HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT I TRACT NO. 24880-7 i I I I III 1 I I II Be BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME \ \ 4 85 ~ 88 87 S9 O'*�// / » TB CT ND. 40Y0-7 II III 1 II OF CONSTRUCTION. E7 \ 7 L� p eel ,c g$°^ y84 I ISI 72 EARTHWORK ESTIMATE \�- p_ fi FOR PERMIT PURPOSES ONLY / / �� CITRUS �� 71 79 74 TOTAL CUT (RAW): 6,150 C.Y. TOTAL FILL (RAW): 6,150 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT \ `'// FRESA - ! FROM TRENCHING AND DETAILED GRADING. , -J I NOTE TO CONTRACTOR - GEOTECHNICAL RECOMMENDATIONS / n Is m zo zt 24 29 z4 25is 23 THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES I $c SH ET HET 4 } A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE 1 / _ _ y A 27 FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD 4 15 VIA TAPIS 23 29 1 30 O CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 1 O F 31 UTILITIES/ / / < EE � WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 / ( 14 , / 73 39 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 1 ` J� 79 <65 64 92 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 0 ' - 0) j 83 GAS THE GAS COMPANY (800) 427-2200 W 53 TELEPHONE VERIZON (800) 483-5000 t3 77 �» ` 87 ¢ 52 LOT K CABLE T.V. TIME WARNER (760) 340-1312 - QH E -7— USA UNDERGROUND SERVICE ALERT 800) 227-2600 NOTE TO CONTRACTOR - EXISTING UTILITIESj, ,2 W 30 » 71 88 e2 64 61 THE LOCATIONS OF UNDERGROUND UTIUTIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF \ U < < W AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA " _- W O CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE < I 31 O 65 so2 Im INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ) / > 75 31 OJ W ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTUTIES BEFORE YI _ 72 COMMENCING WORK. - - Q �+ 1 LOT L < I < O THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM SHE T_6 _ _ I co O HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES. THE CONTRACTOR 32 68 49 < SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY / 10 74 80 > LL THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA / 73 CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING. INC. WILL MAKE O 33 REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS / O 67 43 REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE O- S _ Be COMPLETION OF SAID WORK. �75 9 VIA AN MATED - j ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA / 1 CONSULTING. INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF # - 70 37 NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN JS 3 6 / 4 D Q Lr-Ia 47 CONSTRUCTION AFTER REVISIONS ARE APPROVED. 3 \ _ 3 2 W 1 NOTE TO CONTRACTOR - SITE CONDITIONS HE 8 a 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 L 45 _SHEET 9 33 PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. u L THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, SH u b INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE / ET 43 V 76 80 O 4G OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER LOT 42 47 OR MSA CONSULTING, INC. NOTE TO CONTRACTOR - EXISTING SURVEY MONUMENTS €- LOT Q THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE �r kF -. g („� EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR -- - - INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT T IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO COMPLIANCE I0 7/012,02 RTEGA DATE HERI FLORES DATE 1 UIIDING OFFICIAL TANNING MANAGER 4 11 Y OF LA QUINTA TTY OF LA QUINTA CITY OF LA QUINTA 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 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 & 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 (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 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. CITY OF LA QUINTA GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 11-,3899, DATED: SEPTEMBER 10. 205, PREPARED BY: PETRA GEOSCIENCES. INC.. TELEPHONE NO. 714-549-8921. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER AS.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 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 UENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY CL ES DU RIN G EOF SUBSE 0 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 OUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. � 19V 1 C 1 V %1101111119/1V 1 %irl - NW V14oTBiBI IVI'I Vi V P% I IVI`I - ---- �`°o d THESE DRAWINGS WERE PREPARED BY MSA CONSULTING. INC. (MSA) USING CURRENTLY ACCEPTED INDUSTRY NOTE TO CONTRACTOR - DRAINAGE INTEGRITY _-e-T °o�� (..,J v-'"�'-- _ r 't 4° O' AND AGENCY STANDARDS. MSA HAS NO CONTROL OVER THE CONTRACTOR'S MEANS OR METHODS; AND THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE AVENUE 52 \'e ° 4' UNLESS MSA IS ENGAGED TO PERFORM FULL-TIME, ON-SITE OBSERVATION, MSA CANNOT REPRESENT THAT WITH THE FLOWUNES SHOWN. IT 15 THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE --- ---- THE CONSTRUCTION IS COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS OR APPROPRIATE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE i". --s- a- o o"- °o o° ° 0 00 0t pQ SPECIFICATIONS. ° °eo ° APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE e �%° ° 0000/b o o Mia o 0 0�`� ° MSNo� (` ° '`3 o �. \ `"j/ UNLESS MSA IS PERFORMING FULL-TIME. ON-SITE OBSERVATION, MSA'S RESPONSIBILITY AS THE CIVIL F CONSTRUCTION. IN ACCORDANCE WITH PAI OTHER STRUCTURES ACROSS FLOWLINES WITHOUT , yip _ / ENGINEER OF RECORD IS LIMITED TO THE DESIGN AT THE ONSET 0 CO S CONSTRUCTION OF BLOCK WALLS, FENCES, TOS, OR 0 E ST �^`�j ('^� ,F'' ° - o "!�, �T`+., -_ PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR i f )° k ° ° a } ° Q o e o 9j; t }°° \° GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING 4� 0 �••+� �w ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF In MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY, AND AGREES TO DEFEND, INDEMNIFY AND HOLD MSA INDEX MAP NUISANCE WATER DISCLAIMER NOTE PRECISE GRADING LEGEND HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF MSA EMPLOYEES. EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR O' 100' 200' 300' 400' MSA DOES NOT GUARANTEE THE COMPLETION OR QUALITY OF PERFORMANCE OF CONTRACTS BY THE FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT, THE DESIGN SHOWN HEREIN IS - - INDICATES CENTERLINE ABBREVIATIONS CONSTRUCTION CONTRACTOR, OR OTHER THIRD PARTIES, NOR IS MSA RESPONSIBLE FOR THEIR ACTS OR INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED - - INDICATES RIGHT-OF-WAY OMISSIONS. EAST INV INVERT UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE (E) _ INDICATES EXISTING CURB AND GUTTER SCALE 1-100 Q (N) NORTH L.F. LINEAL FEET PROJECT NOTES S PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE - (( )) �—_:r-.r INDICATES EXISTING WALL SOUTH LP LOW POINT 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA INTO FUTURE CC&R S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. INDICATES EXISTING UTILITY LINE FEMA W: WATER MPJN, 5: SEWER MAIN, THE PROJECT IS NOT COVERED BY A PRINTED FIRM PANEL. A LEITER FROM COACHELLA VALLEY WATER -' " --' -- -"' - -"' -"' — INDICATES CONSTRUCT GRADED SWALE DISTRICT (CVWD) DATED MAY 14, 2015, INDICATES THAT THE PROJECT AREA IS DESIGNATED AS ZONE X, DETAILS INDICATES EXISTING TOP OF SLOPE INDICATING AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3 INDICATES EXISTING TOE OF SLOPE NOTE -CONCRETE 4 - LOTS 54-62 o-----------------------0 INDICATES PROPOSED STORM DRAIN ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA STANDARD DRAWING N0, 200 AND THE 5 INDICATES PROPOSED GARDEN BLOCK WALL GEOTECHNICAL REPORT, INCLUDING ALL ADDENDUMS. 15-20, 69 AND 78 6 PHASE 7 - LOTS 70-77 7 PHASE INDICATES CONSTRUCT PCC CONCRETE 10-14 AND 79-82 NOTE - PERMITS PHASE 9 - LOTS 2-9 9 DiglSafely SEPARATE PERMITS FROM THE BUILDING AND 42 AND 46 TEMPORARY PARKING DEMO SITE ADDRESS SAFETY DEPARTMENT SHALL BE REQUIRED FOR NW CORNER AT INTERSECTION OF DIG ALERT ALL WALLS. AVENUE 52 AND JEFFERSON STREET DIAL TOLL FREE SOURCE OF TOPOGRAPHY SOILS ENGINEER W WEST MAX. MAXIMUM QUINTA STD. PLAN NO. 200 AC ASPHALT CONCRETE MIN, MINIMUM 2, WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF BC BEGINNING OF CURVE MOC MID -POINT OF CURVE LA QUINTA STD. PLAN NO. 2DO BCR BEGIN CURB RETURN NG NATURAL GROUND BOC BACK OF CURB N.T.S. NOT TO SCALE 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT, THE SWALE HIGHPOINT OF 0.3' BELOW PAD BSL BUILDING SETBACK UNE P/L PROPERTY LINE ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE C/L CENTERLINE PCC POINT OF COMPOUND CURVE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 1.0% TO THE PROPOSED DRAINAGE INLET. C&G CURB AND GUTTER PE PAD ELEVATION C.B.YCUBIC BASIN RDS POC POINT ON CURVEEcrIaN/c mER FL 1st SUBSTITUTE MYLAR D DEPTH PRC POINT OF REVERSE CURVE DWG. DRAWING PROP. PROPOSED OFESS/ DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT �QP DE meq! EC NDHPVMT OF CURVE R/W RIGHT OF OF WAY MYENT IS MYLAR IS LAR APPROVED IDENTICAL THE TO THE �RY,OFESS/ON4V y,1, t4 po F ECR END CURB RETURN S.F. SQUARE FEET ENGINEER ON 1 /22/19, EXCEPT FOR ��Q` TNN of TFlo F P, y EP EDGE OF PAVEMENT S/W SIDEWALK THE REVISIONS NOTED HEREON. ESMT. EASEMENT TB TOP OF BERM 1e fin ff��QQ C43880 m IX EXISTING TC TOP OF CURBo ' m r< -poo-227-Lpoo ROBERT J. LUNG & ASSOCIATES SIAMAK JAFROUDI OWNER 5' Exp. 6-30-21 s FF FINISHED FLOOR TF TOP OF FOOTING Q C43880 2832 WALNUT AVENUE, SUITE E PETRA GEOSCIENCES INC. KIM MOLINA BASIS OF BEARING �,(` FL FLOWLINE TOG TOP OF GRATE AT LEAST TWO DAYS USTIN, CALIFORNIA 92608 3190 AIRPORT LOPP DR., STE. J1 BEAZER HOMES HOLDING CORP. FG FINISHED GRADE TP TOP OF PAVEMENT \ ° BEFORE YOU DIG PHONE: (714) 832-2077 COSTA MESA, CA 92626 1800 IMPERIAL HWY., STE. 140 OASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 5, nj C FS FINISHED SURFACE TRW TOP OF RETAINING WALL WORK ORDER: 42722 PHONE: (714) 549-8921 © Copyright 2020 BREA, CA 92821 TOWNSHIP 6 SOUTH, RANGE 7 EAST, ALSO BEING THE CENTERLINE OF AVENUE 52 PER TRACT NO. 24889 4'T' OPS GB GRADE BREAK TW TOP OF WALL DATE OF PHOTOGRAPHY: JUNE 25, 2014 FAX: (714) 549-1438 MSA Consulting, Inc. PHONE: (714) 672-7047 M.B. 210/38-52; BEING: N 89'51'03" E OF CA\.\F GF GARAGE FLOOR TYP. TYPICAL tc pF CA0Q UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA All Rights Reserved HP HIGH POINT JULIAN A. DE LA TORRE N0. APPROVED DATE BENCH NONE ELEV. 28.23 PREPARED UNDO THE DFIECT SUPERVISION OF R.C.E. NO. DESpIED B APPROVED BY CITY OF LA QUINTA USHEETSg REVISIONS MARK CITY OF LA QUINTA CALIFORNIA MSA CONSULTING INC - a3aao 3'A3 1REVISED UNIT ON LOTS 1, 4, 14, 19, 46, 70, 72, 79, AC UNITS ON LOT 26 i LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. BgNATUNE L DRAWN BY�TRACT NO. 38782 -FLORESTA >PLANN ING>CIVI L echo NEERIN 92270 SURVEYING INTERSECTION of AVENUE IR AND EEFFERsoN srREEr CONSTRUCTION PHASES 3-9 PRECISE GRADING PLANOF ND CITY'S APPROVAL BLOCK. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN A. DELA TORRE DATE ✓� h760.320.9811 rlrl KuhinglrG R.C.E. 43880 EXPIRES 6/30/21 91zZO QIEGKEDBY KINNCITY ENGNEERTYDATE COVER SHEETJAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. ft to ab-uuay INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 DETAILS / PHASE 3 - LOTS 25-30, 53, 63 AND 64 3 DETAILS / PHASE 4 - LOTS 54-62 4 PHASE 5 - LOTS 21-24 AND 65-68 5 PHASE 6 - LOTS 15-20, 69 AND 78 6 PHASE 7 - LOTS 70-77 7 PHASE 8 - LOTS 10-14 AND 79-82 8 PHASE 9 - LOTS 2-9 9 BUILDOUT - LOTS 1, 42 AND 46 TEMPORARY PARKING DEMO W WEST MAX. MAXIMUM QUINTA STD. PLAN NO. 200 AC ASPHALT CONCRETE MIN, MINIMUM 2, WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF BC BEGINNING OF CURVE MOC MID -POINT OF CURVE LA QUINTA STD. PLAN NO. 2DO BCR BEGIN CURB RETURN NG NATURAL GROUND BOC BACK OF CURB N.T.S. NOT TO SCALE 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT, THE SWALE HIGHPOINT OF 0.3' BELOW PAD BSL BUILDING SETBACK UNE P/L PROPERTY LINE ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE C/L CENTERLINE PCC POINT OF COMPOUND CURVE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 1.0% TO THE PROPOSED DRAINAGE INLET. C&G CURB AND GUTTER PE PAD ELEVATION C.B.YCUBIC BASIN RDS POC POINT ON CURVEEcrIaN/c mER FL 1st SUBSTITUTE MYLAR D DEPTH PRC POINT OF REVERSE CURVE DWG. DRAWING PROP. PROPOSED OFESS/ DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT �QP DE meq! EC NDHPVMT OF CURVE R/W RIGHT OF OF WAY MYENT IS MYLAR IS LAR APPROVED IDENTICAL THE TO THE �RY,OFESS/ON4V y,1, t4 po F ECR END CURB RETURN S.F. SQUARE FEET ENGINEER ON 1 /22/19, EXCEPT FOR ��Q` TNN of TFlo F P, y EP EDGE OF PAVEMENT S/W SIDEWALK THE REVISIONS NOTED HEREON. ESMT. EASEMENT TB TOP OF BERM 1e fin ff��QQ C43880 m IX EXISTING TC TOP OF CURBo ' m r< -poo-227-Lpoo ROBERT J. LUNG & ASSOCIATES SIAMAK JAFROUDI OWNER 5' Exp. 6-30-21 s FF FINISHED FLOOR TF TOP OF FOOTING Q C43880 2832 WALNUT AVENUE, SUITE E PETRA GEOSCIENCES INC. KIM MOLINA BASIS OF BEARING �,(` FL FLOWLINE TOG TOP OF GRATE AT LEAST TWO DAYS USTIN, CALIFORNIA 92608 3190 AIRPORT LOPP DR., STE. J1 BEAZER HOMES HOLDING CORP. FG FINISHED GRADE TP TOP OF PAVEMENT \ ° BEFORE YOU DIG PHONE: (714) 832-2077 COSTA MESA, CA 92626 1800 IMPERIAL HWY., STE. 140 OASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 5, nj C FS FINISHED SURFACE TRW TOP OF RETAINING WALL WORK ORDER: 42722 PHONE: (714) 549-8921 © Copyright 2020 BREA, CA 92821 TOWNSHIP 6 SOUTH, RANGE 7 EAST, ALSO BEING THE CENTERLINE OF AVENUE 52 PER TRACT NO. 24889 4'T' OPS GB GRADE BREAK TW TOP OF WALL DATE OF PHOTOGRAPHY: JUNE 25, 2014 FAX: (714) 549-1438 MSA Consulting, Inc. PHONE: (714) 672-7047 M.B. 210/38-52; BEING: N 89'51'03" E OF CA\.\F GF GARAGE FLOOR TYP. TYPICAL tc pF CA0Q UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA All Rights Reserved HP HIGH POINT JULIAN A. DE LA TORRE N0. APPROVED DATE BENCH NONE ELEV. 28.23 PREPARED UNDO THE DFIECT SUPERVISION OF R.C.E. NO. DESpIED B APPROVED BY CITY OF LA QUINTA USHEETSg REVISIONS MARK CITY OF LA QUINTA CALIFORNIA MSA CONSULTING INC - a3aao 3'A3 1REVISED UNIT ON LOTS 1, 4, 14, 19, 46, 70, 72, 79, AC UNITS ON LOT 26 i LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. BgNATUNE L DRAWN BY�TRACT NO. 38782 -FLORESTA >PLANN ING>CIVI L echo NEERIN 92270 SURVEYING INTERSECTION of AVENUE IR AND EEFFERsoN srREEr CONSTRUCTION PHASES 3-9 PRECISE GRADING PLANOF ND CITY'S APPROVAL BLOCK. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN A. DELA TORRE DATE ✓� h760.320.9811 rlrl KuhinglrG R.C.E. 43880 EXPIRES 6/30/21 91zZO QIEGKEDBY KINNCITY ENGNEERTYDATE COVER SHEETJAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. ft to ab-uuay VICINITY MAP N.T.S. 0 CONSTRUCTION NOTES AND QUANTITY ESTIMATE THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE THROUGHOUT THIS PLAN SET. NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 6,150 C.Y. TOTAL FILL (RAW): 6,150 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. NOTE TO CONTRACTOR - GEOTECHNICAL RECOMMENDATIONS THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES A PRELIMINARY RANGE OF 20X TO 25X FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (800) 483-5000 CABLE T.V. TIME WARNER (760) 340-1312 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR - 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. NOTE TO CONTRACTOR - SITE CONDITIONS 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. NOTE TO CONTRACTOR - EXISTING SURVEY MONUMENTS THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. NOTE TO CONTRACTOR - DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. fT 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. NUISANCE WATER DISCLAIMER 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, 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. FEMA 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. NOTE- CONCRETE ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, INCLUDING ALL ADDENDUMS. NOTE - PERMITS D i g S a f e l y SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR DIG ALERT DIAL TOLL FREE ALL WALLS r 1-$00-227-2600 SOURCE ,OF TOPOGRAPHY ROBERT J. LUNG do ASSOCIATES 2832 WALNUT AVENUE, SUITE E AT LEAST TWO DAYS TUSTIN, CALIFORNIA 92608 BEFORE YOU DIG PHONE: (714) 832-2077 WORK ORDER: 42722 DATE OF PHOTOGRAPHY. JUNE 25, 2014 UNDERGROUND SERVICE ALERT OF SOUTHERN CALFO R14A IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36762 FL ORES TA PRECISE GRA DING PLAN CONSTRUCTION PHASES 3 THROUGH 9 67 130, 4246 AND 53 82 AND LETTEREI BEING A SUBDIVISION OF LOTS 1 AND 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 FOR- BEAZER HOMES HOLDING CORP. 1800 E. IMPERIAL HIGHWAY, SUITE 140 BREA, CA 92821 (714) 672-7047 59 ( TRI CT Mm -7 I I05 Ias I e7 I� Ias I I I I 1 y I r' l PRECISE GRADING LEGEND - - INDICATES CENTERLINE INDICATES RIGHT-OF-WAY INDICATES EXISTING CURB AND GUTTER 77-= = _. V m.. INDICATES EXISTING WALL _... o-._... INDICATES EXISTING UTILITY LINE W: WATER MAIN, S: SEWER MAIN, -j► --> -� -> -� - INDICATES CONSTRUCT GRADED SWALE INDICATES EXISTING TOP OF SLOPE TO ___m _______ _ ____._. .___. INDICATES EXISTING TOE OF SLOPE o-----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE SITE ADDRESS NW CORNER AT INTERSECTION OF AVENUE 52 AND JEFFERSON STREET SOILS ENGINEER SIAMAK JAFROUDI OWNER P 0000 0 0o G.J _ I _j r°i o / I (�� ( CT YdO. 7 41 1 70 n 727 73 I 74 1 n00 0 L l_ v o 1 o o_ 0' 100' 200' 300' 400' SCALE 1 "=100' INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 DETAILS / PHASE 3 - LOTS 25-30, 53, 63 AND 64 3 DETAILS / PHASE 4 - LOTS 54-62 4 PHASE 5 - LOTS 21-24 AND 65-68 5 PHASE 6 - LOTS 15-20, 69 AND 78 6 PHASE 7 - LOTS 70-77 7 PHASE 8 - LOTS 10-14 AND 79-82 8 PHASE 9 - LOTS 2-9 9 BUILDOUT - LOTS 1, 42 AND 46 TEMPORARY PARKING DEMO 3190 AIRPORTELOPP DR., STE. J1 BIEAZERLIHOMES HOLDING CORP. BASIS OF BEARING COSTA MESA, CA 92626 1800 IMPERIAL HWY., STE. 140 BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 5, PHONE: (714) 549-8921 ® Copyright 2019 BREA, CA 92821 TOWNSHIP 6 SOUTH, RANGE 7 EAST, ALSO BEING THE CENTERLINE OF AVENUE 52 PER TRACT NO. 24889 FAX: (714) 549-1438 MSA Consulting, Inc. PHONE: (714) 672-7047 M.B. 210/38-52; BEING: N 8W51'03" E All Rights Reserved NO. REVISIONS APPROVED DATE M SA LT t . > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 MSaC*MultirQhW_com ELEV. 28.23 , rrsr�v FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR.ALf( INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN _A-DELA`T�ORRE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 ,toEss /Cit DEL4 F� C43880 m Exp. 6-30-19 y 1p� OF CRL�F�/ 43880 DATE /- y-19 0 ABBREVIATIONS E EAST INV NJ NORTH L.F. S SOUTH LP W WEST MAX. AC ASPHALT CONCRETE MIN. BC BEGINNING OF CURVE MOC BCR BEGIN CURB RETURN NG BOC BACK OF CURB N.T.S. BSL BUILDING SETBACK LINE P/L C/L CENTERLINE PCC C&G CURB AND GUTTER PE C.B. CATCH BASIN PIG C.Y. CUBIC YARDS POC D DEPTH PRC DWG. DRAWING PROP. DWY DRIVEWAY PUE EA. EACH PVMT EC END OF CURVE R/W ECR END CURB RETURN S.F. EP EDGE OF PAVEMENT S/W ESMT. EASEMENT TB EX EXISTING TC FF FINISHED FLOOR TF FL FLOWLINE TOG FG FINISHED GRADE TP FS FINISHED SURFACE TRW GB GRADE BREAK TW GF GARAGE FLOOR TYP. HP HIGH POINT FOR /v/ i�44t� AMES WIATRAK DATE 1 NY CASTRO DATE BUILDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR ITY OF LA QUINTA LITY OF LA QUINTA CITY OF LA QUINTA GMRAL 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 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 do SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTMTY, 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 (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 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. CITY OF LA QlIINTA GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT. NO. 13-389. DATED: SEPT_ EMBER I.Q,- 2015. PREPARED BY: PETRA GEOSCIENCES. INC.. TELEPHONE NO. 714-549-8921. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SWILL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS. SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90X RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2X. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 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 SWILL 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 CONTRACTOR - CONSTRUCTION NATION 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 LIABILITY, 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. LINEAL FEET PROJECT NOTES LOW POINT 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA MAXIMUM QUINTA STD. PLAN NO. 200 MINIMUM 2. WALKS do SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF MID -POINT OF CURVE NATURAL GROUND LA QUINTA STD. PLAN NO. 200 NOT TO SCALE 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT, THE SWALE HIGHPOINT OF 0.3' BELOW PAD PROPERTY LINE ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2X AWAY FROM THE BUILDING STRUCTURE POINT OF COMPOUND CURVE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 1.OX TO THE PROPOSED DRAINAGE INLET. PAD ELEVATION POINT OF INTERSECTION/GUTTER FL POINT ON CURVE POINT OF REVERSE CURVE PROPOSED PUBLIC UTILITY EASEMENT PAVEMENT RIGHT OF WAY SQUARE FEET SIDEWALK TOP OF BERM TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF PAVEMENT TOP OF RETAINING WALL TOP OF WALL TYPICAL .1 nrrmVVCU or %oi i T ,.,r• LA VV,ry, M _ CITY OF LA QUINTA, CALIFORNIA 8�EI Cr DMVM MY TRACT NO. 36762 - FLORESTA CITY ENGNEER� �� CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN COVER SHEET 9 D D r JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST. S.B.M.We PGlot B-ootg O .1110 'Logo _ - LORTEGA `DATE HERI FLORES DATE TW 36.8 T'A' 37 70 PLANNING MANAGER TW 6.74 OFFICIALTW 37.30 '- CITY OF LA QUINTA F 30.8 EX. BLOCK DNG 31.9 F 31, NG 1.5 LA QUINTA \ TRW 31.90 WALL 1 __ _. _ _ ./ _.i �✓ J ✓ ✓ 0 F 27.90 1 /7''EX. BLOCK NO 31.9 _ _ FG 28.8 FG 29.2 ?� / WALL U _ TRW 31.90 TW 34.70 7 NO 31.9 ``" P/L P7WLAN PER FG 28.8 9 D TF 27.90 TF 28.20 -- `'•-� .10 TW 34.0 TW 37.60 --- 0.B 0.79 F 31.10 TW 38.60 TW 37.8800 b 2 . -- -- -n 28.90 TRW 32.10 EX. BLOCK TF NO 32.6) EX. BLOCK �. f o 28.50 ti w 28.7 WAL BLOCK TF 29.10 A... - mP - WALL m TW 37 BO •. ai FL_H ri FL-HP �•.� WALL NG 32.1 320 1`N 37.90 60 21 MAX 3 /�' / �--- 0.7 �. FG O TW EXISTING PROPOSED-- wLux?9 TRW 32.10 TW 37.50 NG TM, 35.90 F 31 40 g GARDEN BLOCK WALL z 2859 �/ -. F 31.50 . 29.14 / ~ 9 TF 28.77 2940 _ t Ax FG 30.6 0.9xr _ 0. 9 W 3 1) \ v,- (SEE PLAN) ..K J - _ FG 30.0 TW 35.50 A - 2:1 {>SE G - 30 30 FG (32.9 g% 1 -- 1 i 2 HP 3 _._ +BENCH F 29.00 i �290I ,/ 350 F 2:1 MF.4 0�°A TOP INV 6I: y TOE n FL-HP - / -n 4 \I TOG 2860 28 60 O! / 29.30 gyFG 30.✓-0.8% 1 3p;77 'ix ! 0P - It2 L-H'�'e + PATO 0 3 SHED EGRADE - -.n CHIMNEY I I � � � I -�}p 74 1 w2954 1 .I 29 77 2 OPT. .38 � . - .59 W 1 6 TW 38.60 FG 30.0 �% \ o' FS 1 :I 30.4 INV 2 .fifi 1 T W 10 2:1 MAX. SLOPELOT 24 1 29.b 3 }� S '.`CHIMNEY KI}I PATIO m A 4'.4• 'P ED ( SEE PLAN) PE 28.4 'IK PE 28.8 II 70G 28.60 mlli m 29.70 1 6 CHIMNEY FG 3021629.80 } 1 TOG .t ,' )SEE SHEET 4 1'n L=77 00' T9.14 ,. .I INV ,2 8 L= oI 2.94 - L=77.00' SEE PLANIo 7 80.00' 6.76 6_39' PATIO 0 0 TOG 29 80 6 2 fi INV 28.47 NV 28.PAD ELEV 5=1.00% }I S00% I CHIMNEY -ry 33' T TOG 29.40 2 - 47 .. 1 7F 29.1028.956� 1 INV 28 I' 7 \ \\ \\,/ 3 , 5=1.00% LOT 30 I. 4.18' 3820 \V\\ \\ \ yF A 1.36 30.34 1/N TIdl. :I PLAN 9C +Q wv 7s7 6 roc 2s Do i 11�, I 1 CHIMNEY p("AN 2C 1 1 PLAN to >/\/\/\/\/ \ 1 } ,( 1 1 FF 31.27;: :I 2 29.01 2 i 11 /4t,�� 3• i. INV 2 .67 I� �II CHIMNEY S 11'� L SF i K PE 30.8 LOT J FS IF IIK / , Y $ill .I/ L=72.00' 7.13 1 .1 7 S 1010% 3 � �I� �1� i�' o PROVIDE MINIMUM 2% SLOPE AWAY 288In PE 20.2 2IIrI' T7 7 S=1,07% PEI 7 m -/. FROM RESIDENCE WITHIN 3-FEET OF 1 29.40^ !el �I L=75.00'�'� I TOG 29.40 1 I 74 of l0 2 30.85 L=68.00 NI E%. BLOCK L=67.00' i 2 gpl 7 L-7500' PLAN 1B 26 6 INV 28.07 1 L-75,p0' 7 11 FS 5-1.00% dl m WALL 1 RESIDENCE ANDA MINIMUM TW 34.30 5-1.00% 5=1.00% I. - S i a F8-HP TW 34.70 1 !C iy' 29 = o io FF 30.37. 3 1 5=1.007. I� 1 30.79 II E (80.0) ELSEWHERE. - } \ LOT 89 F 28. L }i o 29.54 FL-HP }I PE 79 - 7 II 3.37' 2 PRENOOOR 1 1® • L II .F5.7B SFS 1� ER1y33.1100 ,.._.` P SECTION A A _ TI I 1 27. 3 I: 1 29.36 I I I 29.85 � 90�Y � n ie � II 19, f 6.78' K 3 , 29.79 L 70.00' ,.--d - 00 x. m' 3.55 2 '( T T y T " 30.94 ? Fc (33,.0 i TYPICAL EXISTING / PROPOSED GARDEN WALL o ^.r K 5-1.00% 58 1 II TW 36.10 8.51' II TF 9 0 IK __7_28.80 FS 28.80 m?.pim 3 TW 35.10 2 I .f 30.55 I 30.1M I. 29.60 x i1� 2 . � ?I -29.78 ,� z9sa �T � Fs �1 //`�\ ,� P }0.30 � z 30.3 WITH REAR YARD SLOPE FS 28.476.24' 1 Nom' 2 2 .60 ,i - L-68. 7 1, I .Q FL- 'K 5 16 4" STEP �Ik GF 29.20 -I 2 S=1.00% 'IId 1 FL-HP o L- 1' TW 35.10 I 0.16 STRUCTURAL CALCULATIONS BY OTHERS F 28.60 5 29.30 I I � I� 1 30.40 d TW 36.10 1 FS 30.54 30.56 II � SCALE: 1" - 2' r. w F o 29.30 29.49 x . L-HP i _I 35.50 71 FS 30.07 } 29.60 _1 GF 30.60 0.37% LLm 1 4 r FS 6.5' 1_ o TW 37.53 -r r FS 28.45 28.50 1 o - n 6.75' 30.34 - L_H 10 w IK f' I K FS 29.70 1 1 GF 3040 1 In N od TW 36.10 3 3 53 m 1 FL-HP FS 29.53 T F 2 1 '� q" STEP I K 6.99 K alI IIto GF 29.60 FS 11 29.70 }F .I 1 � 4. 27. n I: TRW 30.6 ( ) n I•11 TW 35.90 x% TF 30.20 FG 30.3 / 3' MIN 2' MIN 2' MIN 3' MIN _ F 81.01' a S 7 ,r; 'n � I 1 n m a LL m 1 GF 30 00 ryl, Tw I' 'o NI 1 n r iv .89 TF 30.10 4.31% on jm f e o L=8• � m TC 27.31 FL 26.86 8 TOG 28.00 38.14' FS 28.90 Id O 'r' o 29 39 r, _ m 29.48 n 3 5 1 -I 19.87 TOG 27.60 FL 26.95 INV 26-37. io �= 'n 10 H1H F5290.50 N 9.23 36.61 TC 29.33 T� \ j TIN PLAN - 8 TC 27.65 70 TC 27.85 .17 28.18 2827 m TW 35.50 FS 30.02 3 INV 26. 27.76 F w - r 28.67 .77 F L 27. ro FS 29.52 S 46.75' FL 28.69 FL 2 C 1 m 27.38 �- 64.73'' 2 .00 28.60 S e 6" STEP 17,14' TOG 29.60 g iN G 19 $40 \ 15+00 OO 28.00 8 TOG�� V e 5 8 INV 228.20 FL 7.56 - - _ 68.59' - - -1 2861 INV 27.90 1 9 0 8 \ 31 TOG 27.60 ,,�-..�� '4 TC FL 7.65 a FL 28.5 FL 0 3 z z 8 FL 26.91 TOG 27.76 TC 28,00 TOG 28 20 8 NV 26 9 0 E(6'$g7GJ FL 28.05 6 TOG 29.20 TOG 29. - \ J 1 7 39TC 28.92 8 27.7 181' _ \ o 8 1� 28.Op INV 26.70 a TC 28.41 FL 27.98 TC 28.68 IN7p2 28 82 IhNC 29.15 �j� o m TOG TOG 2920 8 = \ \ J n FINISHED TO 27.36 FL 0659% iC 4 - NV 280p i6tOp INV 2770 _ / m PAD ELEV PAD ELEV 8 - I TOG 28.80 �� v� i' TC 8.06 _ INV 2 .30 8 17 i00 _ TC 28,90 FINISHED (LOW SIDE) (HIGH SIDE) 27.53 67.68 //� 2727.32 FL 2741 - - TW 36.00 - 27.61 � FS 28.52 16.84 0.55% � VIA TAPIS T 28.50 TC 28.54 FG 29.3 TC 28.92 - - - _ - _ • 8.50 a 2 .94 TF 2 0.50% _ 1 11 _ -�- _ m 6` STEP - 48, TC 28.47 35.00 P� EXISTING GARDEN BLOCK m n 310 548' TW 35.00 �C 3 - B.OJ o � �m S m FG 29.3 0.77% TF 28.50 _ WALL (SEE PLAN) 1 TN' 34.80 2 _ d `PB•, m TF 28.00 _ 200 0 3' MIN Ixr? Kv O r N .5 �� - '= C°.(QCRODffi N 4WQC4 (�I®. 38882 28.98 78.98 1;� a _ 3 oxer �b m ry FS a RW 330.00 COO N7RY CLUB CL I 1'W 35.00 a- , <- F -HP OF 29.00 2 m �Ii . im 95 FS 29.31 m / IF 28.0 - "- -' - TF (28.67) > - 3' (MIN.) VARIES.40 �\ - .I TW 34.50 3 29.34 5 FS 28. 1 n 0� 28.83 - - TW 36.00 o x TF 28.0 GF 29.30 4" STEP o $ a ry 3 5 C 29.3 \y0-v, FS o m o i- o ro L od �.._�: PER LAN 2' 28-H IF 34.80 TW 3480 mapmm 10 FS 2 2 TRW Tx L=65.00' I-. /IF 28.30 T 26.30 A R PLAN SEC _B -H 3 � P1 N N � � 0.5 FS 28.82 TION B j `•29.16 S=1.00% 7 29.00 28.62 3 L=9' 6" STEP _ 29.64 /� • a • �LL �� V A�'�VA � ' VA V ' TYPICAL GARDEN WALL SIDE YARD DETAIL I I KI fL-HP 5 TK m 2 5 29.. 29.64 PE PA i ,nl: FS 29.48 - a(�'�`§8'- 2 \\/\\ (HAD ELEVATIONS U NOT EXCEED i' VERTICAL DIFFERENTIAL) 1 T 29.20 d II- FS h LO( f2 / / // FG FINISHED STRUCTURAL CALCULATIONS BY OTHERS LOT 86 °' 1 PLAN 3B ) oi� 1I F5.45 '1 / I I °. t 27 '� SCALE 1 = z 4 PLAN 97 % OPT o4 PB (90 &) PE 28.8 ri 3 29.51 2 14.02 N 2. 2-.. 98,03 PATIO - SEE SHEET 4 '.l� E 2 Z' i`®I • FS I 1 n GF PE 28.9 1s,6z' �wALL \ II BLOCK //j��\ L=81.00' TOG 28.40 Iy Ii 5• I H r ro On'. 29.30 29.50 P R PLAN ,✓. JJ I 7 S-1.20% 6 INV 2 7 H 287 FS J FL 1 7 43' �� IK 3 29.64 ` LL o E= CHIMNEY 1 LII TOG 28.40 g 2 �' m 5.36 c5 -7 00 V 2 70 INV 28.4 .lo L=84.00' �� QI x 1 % mi a L 6. 7 6 TOG 28. n F R/W 5' RUE '1 29.34 1 5-1.00% PLAN 2A m (f� m 10 1 " LL m m to 1 IN 7.37 IN TW 36.00 TW PER 1 : m n n L TF 29.33 LAN i. 7 99. GF- K I I s �LL Bim- NJ NLL 2 n TYPICAL EXISTING REAR YARD WALL !1'I 5.96' CHIMNEY 29.10 .I' TOG 28.60 PE 29.3 r,:I��CH MNEY CI I 1 0 1 3.18' % ��_� __-_ -_ �5-_- LL TW 35.80 :. TW TF 28 80360 �� _ oPi } •I INv 2727 fi 2 I 8_67x- F-- TW 34.80 0 ;.p WITH PROPOSED OFFSET RETAINING WALL 0" PATIO - /� FS 29.64 ~ ctOy 2g, 103.53' 3 .n TP 28.30 Zg,}} STRUCTURAL CALCULATIONS BY OTHERS PROPOSED PROTO II I I I n TW 34.80 _ / a SCALE: 1" - 2. - 0.7 %1 7.86' 9.48 O a e+ o .3 A --/ n LOT 89 GARDEN/RETAINING BLOCK 0.6 29_00 I I nnnN I ,n o I E SHEET i�~EX. BLOCK WALL (SEE PLAN) WALL 1v 34 50 `- 2e.7o n FG 29.3`Fc zs.3 1mm, LL n 1 II 2 sE a PE 28.9CONSTRUCTION NOTES LOT TF za. m m 74.64' K QUANTITY ESTIMATE TW 34.80 o n H o1. o� 54 FOR PERMIT PURPOSES ONLY FG 29.0 - ti ?/� .- .. 1- 28.30 FG 29.0 8 FG PER .� 81.89' '�1 O CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S .wPLAN FOR COLOR, FINISH AND DETAILS L TW 34.10 �EX. BLOCK TW 34.77 TW 34.80 I ) 2,843 SF .4 3 3 oo O CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S FG PER WALL .4 TF 28.30 mn m PLAN FOR \ COLOR, FINISH AND DETAILS) LAN TW 7, . BLOCK 3 I a m ,058 SF EX. CURB AND TF 27.4 '/-IXWALT n� H O CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE 1 .1 W;Y�•�// \ /j \�./ T'S PLAN R COLOR. INISH \ LL O CONSTRUCTS PRECISION BLOCK GARDOEN/RETANNGFWALL ERDS SEPARATE PERMIT '/\ �S'\Y\\ / LOT 82 I S DETAILS) 1.023 LF PE 28.8 n (SEE LANDSCAPE ARCHITECTS PLAN FOR COLOR, FINISH AND DETAILS •: - . Q ) 157 LF ��`�/ \\/ ' \ SEE SHEET 3 n �5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 12 EA \"✓A/%A VA\� �, TF PER v 1 NOTE TO CONTRACTOR - QUANTITY ESTIMATE v'wro<+��w^v 6v �, <✓ // /. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE © INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEEP N0. 3 ig EA `'/y�am//VA/ •s //� 1 I I 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 1 HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,178 LF BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OB INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 16 EA SECTIQN Ci-C OF CONSTRUCTION. CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT NOTE REGARDING GRADES O (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 130 LF N.T.S. UNLESS OTHERWISE STATED: 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 43 LF FINISHED GRADE AROUND BUILDINGS = PE 11 CONSTRUCT 6` THICK P.C.C. SLAB FOR MAILBOX2 SF PROJECT NOTES 3rd SUBSTITUTE MYLAR 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN N0. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF pOFE3S/ LA QUINTA STD. PLAN NO. 200 9 T'Kq� THIS MYLAR IS IDENTICAL TO THE QPOFESS/py 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE 00 K- O6 ( F HYLAR APPROVED BY THE CITY "Y DiWAIert HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY q� R� al�q ENGINEER ON 1/6/20 EXCEPT FOR �Q� 4 DE (4 6 THE REVISIONS NOTED HEREON. ti J to FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE w C43880 m m PROPOSED DRAINAGE INLET. DIAL TOLL FREE Exp. 6-30-21 © $ C43880 s 1-800'`2`27-260 0 20' 40• 60' 80' GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE N/ O / 1 \p ® Copyright 2020 GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. O AT LEAST TWO DAYS MSA Consulting, Inc. _ s BEFORE YOU DIG SCALE 1"=20' All Rights Reserved R DP CAL1F� JULAN A. DE LA TORRE 4Ae OF CALIFOQ� ` NO. REVISIONS APPROVED DATE BENCH NONE PREPARED UNDER TME DIREC IFR VR(ION oP CE DESIBNED B APPROVED BY CITY O LA QUINTA MSA CONSULTING MARK ELEV. , SE C S)AS CITY OF LA QUINTA, CALIFORNIA SHEET 1 REVISED AC UNIT LOCATION ON LOT 27 AND PUW DESIGNATION ON ALL LOTS. > LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 4$880 ^ _ 4] >PLANNING> CIVIL ENGINEERING > LAND SURVEYING SWATUE DRAWN BV ',^ <a L._. .� 9/ TRACT NO. 36762 - FLORESTA G ` 2 REVISED AC UNIT LOCATION ON LOTS 27-30, 53 & 63 AND THE CITY'S APPROVAL 34200 Bob Hope Drive, Rancho Mira e, CA 92270 INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN A. DE LA TO DATE SMB 9 PER GRADING PLAN BY AMIR ENGINEERS. CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN °F BLOCK, ADDED RETAINING WALL ON LOT 30 AND ADJUSTED QUANTITIES. 760.320.9871 msaeonsuking(Recom R.C.E. 43880 EXPIRES 6/30/21 /Z CIECKED BY CITY ENG NEER�A"- DATE PHASE 3 -LOTS 25-30, 53, 63 AND 64 REVISED AC UNIT LOCATION ON LOT 26. ll JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS & ZONING i LOT 24 PE 28.4 SEE SHEET 4 LOT 65 PE 28.6 SEE SHEET 4 DigjAlert-W.j, DIAL TOLL FREE 1-800-227-2600 0120' 40' 60, 60, AT LEAST TWO DAYS - BEFORE YOU DIG SCALE 1 "=20' NO. REVISIONS APPROVED DATE 1 REVISED AC UNIT LOCATION ON LOT 27 AND PLAN DESIGNATION ON ALL LOTS. 7 REVISED AC UNIT LOCATION ON LOTS 27-30. 53 & 63 AND THE CITY'S APPROVAL © Copyright 2019 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320,9811 msacOnsultinginc.com a� -- --'N1 a L0T 52 PCB (30.5) LOT 81 PE (30.3)C `-EX. BLOCi WALL i 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520—C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520—C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. P/L EXISTING GARDEN BLOCK I Lf U7 Ll: CITYRI F'BUUILDN LA BUILDING OFFICIAL P DATE 1'PLANNING LAN CITY I GLMANAGER A QUINTA T DATE EXISTING/PROPOSED GARDEN BLOCK WALL z (SEE PLAN) m PAD ELEV OR 2:1 '* MAX. PAD ELEV PROVIDE MINIMUM 2% SLOPE AWAY FROM RESIDENCE WITHIN 3—FEET OF \ \/ RESIDENCE AND A MINIMUM OF 1%V,..- V� LOT 31 ELSEWHERE. > PE (30"9) SECTION A -A TYPICAL EXISTING / PROPOSED GARDEN WALL WITH REAR YARD SLOPE STRUCTURAL CALCULATIONS BY OTHERS i SCALE: 1" = 2' SECTION D-D TYPICAL EXISTING REAR YARD WALL WITH PROPOSED OFFSET RETAINING WALL STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1 " = 2' CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 2,843 SF CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S O2 PLAN FOR COLOR, FINISH AND DETAILS) 3.058 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,023 LF OCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 157 LF 5O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 12 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 16 EA 7O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,178 LF O8 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 3 16 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 130 LF YO CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 43 LF 11 CONSTRUCT 5" THICK P.C.C. SLAB FOR MAILBOX 22 SF D E (q TQt F� A w C43880 m Exp. 6-30-21 OF CAL\FOQ/ Omm%on NONE ELEV. 28.23 MARK LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SLONATUFE INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN A. DE LA TORRE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/4-9'11 43880 :DMRjAVVNBYCHBRYAN MCKINNEY CITY ENGINEER DATE R.C.E. 49418 EXPIRES 09/30/20 EX. ( SECTION B-B TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1" = 2' SECTION C-G N.T.S. 3 2nd SUBSTITUTE MYLAR n. M THIS MYLAR IS IDENTICAL TO THE QPOPESS10* MYLAR APPROVED BY THE CITY E ENGINEER ON 7/30/19. EXCEPT FOR �Q a' D�42. F2 0 THE REVISIONS NOTED HEREON. h 0 i oN 2 w C43880 m s� C V grlc SOP m JULIAN A. DE LA TORRE 0F CA�� CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 36762 - FLORESTA ? CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF PHASE 3 - LOTS 25-30, 53, 63 AND 64 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS Kzo/9-002 2 0 - TW 37.30 N 31.9 TW 3' .70 NG 6 54 _ -- - TW 36.80 ` TRW 311. s _ `E1� BLOCK NG 31.9 ?.�FG 28.8 FG 29.2 WALL \\`. \ TRW 31.90 TW 34.70 FG 28„8 9 D TF 27.90 TF 28.20 7 + TW 3 \ -' - 38.10 ` - TW 34.30 `' f F 31.1 ✓-� -� 31.6 37 • � : - _.._ �. __.. T� � 1 G .6 WALL TF 27.8 0.8 0.7% TRW 32.10 ry�..�. \ 39: 0 - .. I- .. - EX. L K J EXi _ BLOCif TW 28.90 WALL 29.60 _3i.9 I` 28.50 N WALL N 32. 30 L -.. _ .9 ✓ o FL FL-H �^� TN, 37. 37. O) 2:1 MAX N N F O 3 .0 TW 3 \ ^ 0, G TW 31.50 N 90 1. 0 © y ✓ ' ^ .. 2g� 9 TRW 32.10 j F �31.50 2 F T _. �X . FG 30.6 0.97 <-•- ' 0.8%� TF _ 28'99 ti 0 7a,,, 50 2:1 30.30 -® ,--------- FG 30. ��<S .._r4,_ .._.. A �-HP ©� FS N 2 ® rn _ F 2s - G.� e A s 1 OPT. ® , . (�9%.. - r_ _ AX FG 30.4 30.10 0 1 PATIO o tov 2:1 M '�-rOPT. TOG 28.20 TOG 26.20 2 30 ,' 6.33' 1 ^ TW 35.10 G� / N toe FG 30.0 0.8R M FL -HP 30,7i K T1 6 6 ! : ' " I F 2 29.30 0.$% .. .. M / .ri I INV 26.87 INV 26.87 PATIO I 2 6 TOG FL O.SR r: 30.74 I g i�INV2.27 II.36'o i%' �.9X�f-- -- __�! � M b.59%►e,.: FS I, � 30.4 INV28.67 II CHIMNEY 1 I 29 77 2 OPT. 1 3 PLAN 2BR I. -1 29.54 IT -1 FG 30.0 �� ®� AO , 7.14' F5 9.8o II. FS 11 -j�;gyr' FS CHIMNEY j PATIO o ® 0 : �I TOG 30.00 6 HIMNEYi-` { LOT 24 ; 1 3 �I TOG 26.60 i 29.94 v 6.39' 29.70 PATIO 30. TOG 2 47 INV L877- PE 28.4 IEe PE 28.8 1 I 6 L=80.00' 6.76 0 - FS , TOG 29.60 6 28. Im L=77.00' 29.14 INV 27.27 28.47 6 2 INV ' 7 S=1 6 0' -w SEE SHEET 4 �Io 7 S=1.00% 7 1 1 1 6 .i a PLAN 1A TW 38.20 t I S=1.00% F ,� I I CHIMNEY i TOG 2a 0 0 2 y am•° �I INV. 1 3 =1. OR �> 32. _ � , S 3 I 28.95 eel �,�_ I �1 TOG 29.00 1 : ', INV 30.34 I t 2C 1 - _ IRI eel 6 CHIMNEY 1 , - -PF T FS � o1: PLAN 3C �1� INV 27.67 6 TOG 29.00 IT li CHIMNEY OCFK 3Y0 ! �I PE 30.6 I 29.01 ';l- � . Ip i 1 29'8Y DI I� INV 2 .67 i : 7.13' , L=70. bF._. 4 tl) J� 7 Kj o L®T J 2 1 FA' . 72.00' 7 S-1.10R ` PE 30. nll L=ss.00' m ` _ I 2 F I 1be PE 29.2 3 16 I i 7 S=1.07% TOG 29.40 ,' I o1- �,0 2 30.85 , om T S I -IM ' Io �I 30.74 I. 5=1.009 4` 28.9 l0 29.40 7 L=75.00j �L� �..`. 3 �I t�. 6 INV 2 .07 ., L=75.00' 7 FS 30.79 0jl µ' PE 30.�) I 1. PLAN 1B, S=1.00R , FS L=74.00' 7 L=67.00' F 2 1. T1 S=1.29 3 R TW 34.30 S=t.00% 7 1T �1 Sg1.00%I-sr''2�` PLAN 3 �I I. 30.78 FS EX. BLOCK 3 1. - 29.36 :I 29.85 1 1 7 I I I F 7.i 1� I PE 29.8 1� II,$-.d 1,• I FS I WALL 28.50 T1 a°� F i : T1 �' KI . : iKo PE 30.0 K 2 TW 36.10 B.51' FL -Hp �� TW 34.70 1T I 5 3 28.9p 1 I 2 29.79 L=70.00' 7 kqI T10 m1 30.58 29.60 30.94 Q 3 29.54 FL -HP FS S=1,00% oI� I 30,20 0l� j 30.55 p,10 t 6.78 F 8.20 1 ' I n N ' I Ee I FS I 3 F 28.80 FS 26.80 T1 mx"� FS Tw 35.10 �I 29.78 29.94 2 A HP F '30 _ K 2 ee I M N 3 FS FS 1 L=68.00' 7 FL- , FL- c 30.56 II FS 28.47 2 .20 I .. ._., ' I 30.16 > I y1� � ^° � 'a 6.24 I N �� 2 GF 29.20 jI 1 TW 35.10 2 29.30 I I1 S=1.00X 1 �I 30.40 o TN 36.10 I I FS 30.54 � is 4" STEP � - 1 28.60 � I .07 - 3 29.60 1 GF 30.60 0 b, _ 1 FL -HP FS 3 6.5' TW 37. 3 m n n N o I- 29.30 29.4s e 3 4" STEP Ir�"i 6,.99 a 0 3 TRW 3 53 a 1 N 6.4T L= Ta Cl! 28: eel » 6.75' 29.50 30.34 0 0.379 TF 20 1 1 N n FS 28.45 28.50 , I o 0 1 FL -HP FS 29.53 I GF 30' K a 7n 4. 2R. M TF 30.10 ( ) 1 10 N et v' to FS 29.70 .I 35.90 M 8 II`I o 1 I 29.70 5 FL-H 1 TW 40 3 K �I i 4 r ° h N�; TW 35.90 27.48 o a FFS 29.22 8e n N �, �i ao e a 6.38%%. 30.00 1 r -- FL -HP NI GF 29.60 FS ee � ^ 1 10 Y In 111: t ( FS 1.01' 28. w�..1„ yam' ® o L=8' s., 5 ° � 19.6T . �- 6" STEP 00 N In ° o N !,. i a. - ,o w 3 I I ,__...__. TC 2 --- n FS N 1 FS 28.90 0 29:48 ra N 10 • 30.00 ° 36 61 _ FL 26.86 8 .__ 38.14' m �aod A 30.10 5 FS 9.15 N 29.23 t FL 26.95 INV 6. -' 2637 28.27 o FS 30.02 FL-H 2 28.6 77 TOG 27. s- TC 27.65 TC TC 2 '17 28.15 rn TW 35.50 a a N 28.67 46. , _ - FL FL 28 OG ?9.4(y 8 INV 6. - -_ 27.76 •85 - _ - _ - FL 27.45 _ - "' 29 00 ° � S 2 14 _ � . 0 �A'V ? B \ y .._.-_ -- i FS - _ ... fl- 28.60 . � _, 27.38 64.73 15+00 I 28.00 8 fNV 28.20 FL ' - -- 68. 9• - _ - 8.53 FL`lV 6" STEP 17. ., 29 B _ 2 - 28.03'S6 FL _ F 2 27.70 00 $ \ '_ - 2 .60 8 6.47 TC 7 65 8 } 1_ 05 TOG 29.20 18 �l TOG 28.80 I � TC 28.92 g_ T 27.60 7C 27.76 TC TOG 8 INV 9 %59%) FI 281 INVC2 239 15 � - -- - 8 FL 26.91 28.00 28.20 TC 29. - \ _ 1 TOG 28.00 _ INV 26J0 B TC 28.41 FL 27.98 TC 28.68 OG 29.20 g _ FL 26 9 INV 26.4 TOG 28. 1tr/ 7.70 -I'TC 27.36 - 0 59% TC 27.61 NV 6.430 8 8.06 16�00 TOG 28.80 a 17 10�_ - TC 28.90 - W' -- - -- __. TC _ -... INV 27.30 - -^ 1 27.53 f 67.6I8' FL 27.32 FL 27.41 - - TW 36.00 28.92 i \ - - - _ VIA TAPIS Ta 2a.54 F 2�3 _ T , K FS 29.02 _ - 27.61 28.5 N 16. 4 0.55% _-,. ._ _-. - _ _ - - - _ WALL (SEE PLAN) LOCK - _ t "a T 28.50 ,: � 28.50 0.50R ' _. P/L L2.94 TC 28.47 35.00 G DEN - - tO. 6" STEP 31 5. 11 -�� EXISTING B T m 48' ( TW 35.00 3 .50 1 ac ^ 28. o w o ,o FG 29.3 � 0.77% _ _ - - .,. y EXIS 34.80 03 ^ 1 . S \ �� 4 TF 28.00 - - - .-.. -- 2p_-,,.��r_ ! I _ m - ,- ! TRACT NO. a878a - .- �� " `° 28.59 ,, 0 10 28.3 . i = t °r.°oi gt . ' FS--9-� G I Sry N 78.98 FL -HP 3 CO�iITRV Q�.L� W 1* 0 O+D=0.,' le. 1 1. . 28. �p a F- F , w o FS N _ N 3 0 1. to m FS o !� r W 30.00 f 1n 1 _ .' o N TW 35.00 �0.5 -- 3' (MIN.) VARIES o E-- .. r I 1 d 48.95 at J / TF 28.5 E- f - ' - TF (26.00 . 29.00 2 N�I� L- FS 29.31 o q� 4Q TW 36.00 1mm TW 34.50 1 FS 28.9 0 r / 3 28.63 5 C TF 29.3 NG 2' TRW a TF 28. 0 3 29.34 5 i GF 29 30 4" STEP o o $ FL o { FS I o °D m ro a 10 FS 2 2 6 LAN N 28.70 i TW 34.80 3 TW 34.80 a M ao ,o ` � =0.5 FS 8.82 's A �- vz -HP �� L=65.o0' 7 TF 28.30 TF 28.30 M N N g" STEP 29.64 A 3'. \\ \\ ? 7 a '1 29.. S=1.00R I 1 29.00 u3 5 28.62 � 3 , L=9' FS 1 PE 1 o w p/ I I FL -HP 5 6e 0 2 ��r 2 29.64 dC "58. 2 �SC LOT 52 %\�� %\\//% FG ER PLAN FINISHED T FS 1 m I 29.20 ,nl I FS 29.48 '� III t I PLAN 3C � OPT. PATIO' 0� PE (80.8) 1 i,/i��//\\�// PER PLAN FLOOR LOT 85 N 2 fYT"�F...., of I Ii FS.45 1 i 12.27' 2 A-11PP-26.0v 16J62` PLAN 3B ) 1. iI M N PE 29.3 EX. BLOCK \ \\ \ \ \ \ PE 28.6 3 eL� I 2 29.51 (f I 1_ n _ GF / //A/�/i�✓i�li�./.�//%/�./i�✓i�/ // //�A/A/� ,. 2*FS I '0 rn - WALL SEE SHEET 4 i� PE 29.0 1� I g' ' I N � j m r 29.30 L-81.00' TOG 28.40 o 116 7 S=1.20% 6 INV 27.07 3 1 ; J N FS•50 CHIMNEY F, % /i. /i, / 1 I w M �- TOG 28.40 6 7.43' I� 29.64 >� I 7 TOG 28.70 INV 2 .07 1 R 5.36 rn 5 o L=76.00' 2 i L-84.00' o i I Q N m S-1.41% 6 - M, I CO)m w a a r N - INV 27.37 c TW 36.00 5=1.00%t pLAN 2A i � 1 I ° 1 - LL. m o? a' 29.00 ® " TF 29.33 SECTION D-D F " 1 4m TYPICAL EXISTING REAR YARD WALL �i FS 1 rt ne�n� I O ` I 8.097g o m J OU J N 2 FL_HP e� 7 �`-T'r ie v+''d' 4 i N� �- N N l+- ly CHIMNEY 29.1D PE 29.3 II ,, 3.18' 0.876_____-- TW 35.80 -- rF 2a.au r WITH PROPOSED OFFSET RETAINING WALL 1 yi NV 27.27 2 CHIMNEY _ 1 5•96 OPT. 6 O _67_ - STRUCTURAL OTHERS =_---- I ,r.-. 11- to103.5 830 SCALE 1 = 2 I °T'+ 9.48- ��, II o �." Q I o o I' R 8.30 ��- TW 36.00 g RAL CALCULATIONS BY S �• � _ E-- TW 3 . PATIO ! / I FS 29.64 3' ,o TF 2 IF 9 33 e ® �1 --------- - ---- i TW 34 a0 LOT 89 -► 0 7 I j Pe ie a "� CONSTRUCTION NOTES QUANTITY ESTIMATE 7.a8 TW 34.50 N 28.70 r I� � 29.00 � � 1 M 3N N, o> N k '), EX. BLOCK FO TF 28.00 N FL -HP SEE SHEET 3 .f.:'+. WALL 1 R PERMIT PURPOSES ,, ` (FOR ONLY) 99E-- .. f..- . Fes--- HP I ' A Z r '1 1' I y 1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY SEE LANDSCAPE ARCHITECT'S TW 34.80 .. F-<V 6. 8 11 FG 29W0 F' G?g,3 74.64' FG 29.3 0 o j I I i' O PLAN FOR COLOR, FINISH AND DETAILS) 2,843 SF TF 28.30 FG 29.0 I � - --- - I it CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S TW 34.10 \-EX. BLOCK I TW 34.77 TW 34.80 k I O PLAN FOR COLOR, FINISH AND DETAILS) 3,058 SF 4 WALL TF 27.43 3 TF 28.30 3 I ODto I I CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE ^ TW 34.77 ', EX. BLOCK - :; ,.......,>- n N r ! 3 \' _WALL ' I, LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,098 LF TF 27.43 w CONSTRUCT PRECISION BLOCK GARDEN RETAINING WALL PER SEPARATE PERMIT LOT 82 r '�'- O4 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 82 LF PE 28.8 R \\ f 1 SEE SHEET 3 _ N o O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 12 EA \` I NOTE TO CONTRACTOR - QUANTITY ESTIMATE J J IS F I l O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 16 EA \ MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY Oj INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,178 LF 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 O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 16 EA OF CONSTRUCTION. CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT NOTE REGARDING GRADES O9 (SEE LANDSCAPE ARCHITECTS PLAN FOR COLOR, FINISH AND DETAILS) 130 LF UNLESS OTHERWISE STATED: 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 43 LF FINISHED GRADE AROUND BUILDINGS = PE 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 22 SF PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 OFESS/ 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF Q(� �� LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE �tVQ y� A' LIE (4ro F Dig Alert DIAL TOLL FREE OR HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES h Jv 9� i w C43880 m Int m Exp. 6-30-19 1_^^LV' 800-LL7-OO a Lo 0 20' 40' 60, 80' © Copyright 2019 GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. �j C / V 9r OQ, F AT LEAST TWO DAYS BEFORE YOU DIG SCALE 1 "=20' MSA Consulting, Inc. All Rights Reserved OF CA,0 N0• REVISIONS APPROVED DATE MSACONSULTING, > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 p 9 760.320,9811 msaconsultinginc com BENCH NONE MARK ELEV. 28.23AFED UDDER TM DiECT SUPERVISION OF RCE NO. 43880 D>'- B Sms APPROVED BY BRYXN MCKINNEY CITY ENGINEER R.C.E. 49418 CITY OF LA QUINTA 7/� DATE EXPIRES 09/30/20 1 REVISED AC UNIT LOCATION ON LOT 27 AND PLAN DESIGNATION ON LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. DRAWN BY am ALL LOTS. JULIAN A- JULIAN 3 DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 DATE 7- 25% 14) CmCm By JAB ZING OFFICIAL OF LA QUINTA P %/ GARDEN BLOCK WALL z_ (SEE PLAN) i[I ui PAD ELEV OR 2' BENCH FINISHED GRADE FG PER (SEE PLAN) 2:1 MAX. SLOPE LAN PAD ELEV " i\\\i`�\, LA S DATE ANACow% - PROVIDE MINIMUM 2% SLOPE AWAY "�ij\%/\ FROM RESIDENCE WITHIN 3-FEET OF j RESIDENCE AND A MINIMUM OF 1% ELSEWHERE. SECTION A -A TYPICAL EXISTING / PROPOSED GARDEN WALL WITH REAR YARD SLOPE STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1" = 2' EX. ( SECTION B-B TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1" = 2' SECTION C-C N.T.S. 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QPoFEss/pyy, MYLAR APPROVED BY THE CITY ENGINEER ON 122/19, EXCEPT FOR SO ,1 X 0E /qr t* THE REVISIONS NOTED HEREON. Q a 9 Z 1 Cr C43$80 m mCr % C / V JULIAN A. DE LA TORRE QF CAL\FO CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 36762 - FLORESTA OF °F CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN PHASE 3 - LOTS 25-30, 53, 63 AND 64 9 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, L 6 SOUTH, R. 7 EAST, S.B.M. SHEETS BONN Nzo19- 0013 & ZONING LOT 24 PE 28.4 SEE SHEET , LOT 85 PE 28.6 SEE SHEET 4 Dig I Alert DIAL TOLLFREE 1-800-22 /? -2 6 00 AT LEAST TWO DAYS BEFORE YOU DIG IV I 0' 20' 40' 60' 80' SCALE 1 "=20' 0 Copyright 2019 MSA Consulting, Inc. All Rights Reserved REVISIONS APPROVED DATE MSA CONSULTING, > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultingkw com �_-0.50% NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520—C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. r (� v/ AMES WIATRAK DA NY CASTRO DATE UILDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR ITY OF LA QUINTA ITY OF LA QUINTA GARDEN BLOCK WALL (SEE PLAN) 2:1 MAX. SLOPE PAD ELEV PROVIDE MINIMUM 2% SLOPE AWAY FROM RESIDENCE WITHIN 3—FEET OF RESIDENCE AND A MINIMUM OF 1 % ELSEWHERE. P z 2' BENCH I I Wff�T6 TF PER LAN / \\i • PAD ELEV OR NISHED GRADE (SEE PLAN) SECTION A -A TYPICAL EXISTING / PROPOSED GARDEN WALL WITH REAR YARD SLOPE STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1 " = 2' FINISHED FLOOR SECTION D-D TYPICAL EXISTING REAR YARD WALL WITH PROPOSED OFFSET RETAINING WALL STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1" = 2' SECTION 8-B ELEVATIONS DO NOT EXCEED 1' VERTICAL DII STRUCTURAL CALCULATIONS BY OTHERS SCALE: 1 " - 2' CONSTRUCTION NOTES QUANTITY ESTIMATE MIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,843 SF OCONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S FG P R LAN PLAN FOR COLOR, FINISH AND DETAILS) 3,058 SF EX. CURB AND GUTTER PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE 5:1 \\ \\\ OCONSTRUCT LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,098 LF O CONSTRUCT PRECISION GARDEN/RETAIMNG WALL PERSEPARATEPERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FORC SCOLOR, FINISH AND DETAILS) 82 LF O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 12 EA 6O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 16 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1 X MIN SLOPE 1,178 LF O8 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 3 16 EA SECTION C-C SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT N.T.S. OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 130 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 43 LF 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 92 SF Essi� DE L.4 pj Jv 7' i w � C43880 m �m° Exp. 6-30-19 w v \ V �rR OF CAL\ MARK NOW ELEV. 28.23 43880 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. >sIMiATL INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN A. DE LA TORRE DATE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43NO EXPIRES 6/30/19 am DRA1Mi BY as I B MCKINNEY DATE CHEM= CITY ENGINEER .LAB R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA TRACT NO. 36702 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN PHASE 3 - LOTS 25-30, 53, 63 AND 64 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST SHM 2 OF 9 FOR PERMITTING a LOT 63 PE 29.3 fE SHEET 2 3 TC (27.60) 28_.�00 9 26� 27.90 t620 --wl 14 -- w TC 27.70 0.55%---- A _ — Ll— OT 53 PE 29.3 E SHEET 2 E LOT 82 PE (30.15) IiE- I � GARDEN WALL — PRECISION BLOCK OMIT ONE HALF BLOCK AT SWALEa a z a FL m WALL FOOTING FLOWLINE IN INCREMENTS AS SEE PLAN NECESSARY TO PROVIDE EMERGENCY N OUTLET FOR YARD DRAINAGE. 6" MIN. OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING TYPICAL SIDE YARD WALL OPENING DETAIL 5 N.T.S. 11. ORTEGA DATE / CHERI FLORES DATE [CITY TERIM BUILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA 1 3' K) ui I M M O r2 9 FS 2% Lj GARAGE STOOP PATIO CONCRETE LANDINGS 1 "=2' HARDSCAPE AREAS: 12"0 OZ rn Z ( ROUND METAL GRATE PER z - FF SEE PLAN)%E (SEE PLAN) LANDSCAPE ARCHITECT'S o a o OD PLANS. LANDSCAPE AREAS: NOS NO. � PLAN 6" 14 ROUND GRATE OR � r 8 T 2� APPROVED EQUAL. _ ?0� MIN. 1% MIN. LLo ¢ o r 2$ , w V) z REDUCER IF REQUIRED: --PIPE RISER EXTENDED FOOTING DETAIL to PLASTIC ELBOW N.T.S. OR PLASTIC TEE NV 9" SQUARE DRAIN (OPEN 7 SEE PLAN 5' MIN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 AREA DRAIN DETAIL/D RATED GRATE. TOG PER N.T.S. F PLAN CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 2,828 SF CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S O2 PLAN FOR COLOR, FINISH AND DETAILS) 2,881 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 788 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 104 LF SO OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 17 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 17 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,223 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 17 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 46 LF 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 22 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. BUBBLER SYSTEM (SPEE-D(SPEE BASIN)/ N.T.S. REMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12"X12"X12" THICK GEOTEXTILE FABRIC 2nd SUBSTITUTE MYLAR QPO1ESS/0* 4! THIS MYLAR IS IDENTICAL TO THE QPOpESS/0,,, 4� of �qT '� MYLAR APPROVED BY THE CITY DE 44l F 09m ENGINEER ON 7/30/19, EXCEPT FOR wQ� c F °9P �� D i � Alert Z THE REVISIONS NOTED HEREON. ry J ' g O .t w m 70 2 Q C43880 DIAL TOLL FREE R ` °C Exp. 6-30-21 . 6-30 �m 1-800-227-2600 0' zo' 40' so' 80,`�� C / V � d) C / 1 v AT LEAST TWO DAYS © Copyright g, I c. MSA Consultin 9TF OF 9rF "=20' CA��FCP� OF CAU�FCQ� BEFORE YOU DIG SCALE 1 All Rights Reserved J LIAN A. D LA TORRE NO. REVISIONS APPROVED DATE BENCH NONE ELEV. 28.23 PREPARED UNDER THE DIRECT SUPERVI910N OF R.CE NO. DEINNI&M B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSA 1 L I �.m ' MARK 43880 SMS 3 1 REVISED AC UNIT LOCATION ON LOTS 59 AND 62 AND PLAN DESIGNATION f > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 810NATUHE / �d DRAYYN BY J �" TRACT NO. 36762 - FLORESTA OF ON ALL LOTS. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN A. DE LA TORRE DATE StrtB V CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 2 REVISED AC UNIT LOCATION ON LOTS 55, 57, 59-62 AND THE CITY'S 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginr—com PER GRADING. PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/k9, 2I I�Z3It7 OMC By BRYAN MCKINNEY CITY ENGINEER DATE PHASE 4 - LOTS 54-62 9 nccRnvni R1 nrx -[ JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5. T. 6 SOUTH. R. 7 EAST, S.B.M. SHEETS _ FOR PERMITTING Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG SED AC UNIT ALL LOTS. 01 20'. . :. mmM�IIBBIIIIIIIE MINIBOOM SIMMONS SIMMONS SCALE 1"=20' REVISIONS ON LOTS 59 AND 62 AND PLAN DESIGNATION © Copyright 2019 MSA Consulting, Inc. All Rights Reserved APPROVED DATE I MSA 4, , � � ' +.. N... > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 mseconsultinginQcom LOT 63 PE 29.3 EE SHEET 2 TC 27.60 2871Z/ 26.17 27.52 8 TOG 27.90 INV 26.20 __w LOT 53 PE 29.3 EE SHEET 2 LOT 52 PE (30.S) IF' GARDEN WALL PRECISION BU d OMIT ONE HALF BLOCK AT SWALE z FL WALL FOOTING FLOWLINE IN INCREMENTS AS SEE PLAN NECESSARY TO PROVIDE EMERGENCY N OUTLET FOR YARD DRAINAGE. 6" MIN. OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING TYPICAL SIDE YARD WALL OPENING DETAIL/ N.T.S. WIATRAK G OFFICIAL 3' -7/30�9 1 CI GATE BRI FI.ORES DATE GARAGE STOOP PATIO 'CONCRETE LANDINGS 1"=2, HARDSCAPE AREAS: 12"e O w '0 ) ROUND METAL GRATE PER o z ( w FF SEE PLAN LANDSCAPE ARCHITECT'S 0 a or ;0 PE (SE PLAN) PLANS. z LANDSCAPE AREAS: NDS NO. g" 14 ROUND GRATE OR v~i = o * , ?0 APPROVED EQUAL. w O O w % 1 % MIN. OWD " M w v 0 w w 10 o1� z REDUCER IF REQUIRED PIPE RISER PLASTIC ELBOW OR PLASTIC TEE AREA DRAIN DETAIL) N.T.S. EXTENDED FOOTING DETAIL/ u N.T.S. 9" SQUARE DRAIN (OPEN 5' MIN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE. TOG PER FPLAN N ,\\\ oo- :. \\j -REMOVABLE GEOTEXTIL E FABRIC Od, FOR EASIER CLEANING \ '//` , 13/8" TO 3/4" WASHED ROCK 12" \ 12"X12"X12" THICK CONSTRUCTION NOTES QUANTITY ESTIMATE BUBBLER SYSTEM GEOTEXTILE FABRIC FOR PERMIT PURPOSES ONLY (SPEE-D BASIN)/ CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S N.T.S. (D PLAN FOR COLOR, FINISH AND DETAILS) 2,828 SF CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S O2 PLAN FOR COLOR, FINISH AND DETAILS) 2,881 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 788 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECTS PLAN FOR COLOR, FINISH AND DETAILS) 104 LF OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 17 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 17 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,223 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 17 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 46 LF 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 72 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 1st SUBSTITUTE MYLAR QAOFESS/%, THIS MYLAR IS IDENTICAL TO THE QPQFESS/p4, '� MDE�47. F MYLAR APPROVED BY THE CITY ENGINEER ON 1/22/19, EXCEPT FOR DE �Q' K �4T _ h � 0 9 Z THE REVISIONS NOTED HEREON. a Z O`� WO ' C43880 m s Q w C43880 ms Exp. 6-30-19 Cr V 0 lF Qp \� 0 CAS l OF CA��F JULIAN A. DE LA TORRE N H 28.23 PREPARED UNDER TM DWCT SUPERVISION OF RCP. NO. DEBIBIED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET NONE MARK ELEV. -- 43880 Q sm OF LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 810NATURE L DRAWN BY TRACT NO. 36762 - FLORESTA OF INTERSECTION OF AVENUE 52 AND JEFFERSON STREET sm 7 CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN JULIAN A. DE LA TORRE DATE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 BRYAN MCKINNEY DATE _ PHASE E 62 8 ® BY 7.2r r'/ JAB R!C.E. 4TY 9418R EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTIONN SOUTHEAOTS OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS GARDEN WALL PRECISION BL(;K 3 • `� t [AMES WIATRAK DATE NY CASTROLDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR OF LA QUINTA ITY OF LA QUINTA 3 x° - __ - o FG 4. TW �:,:• TW 34.10 EX. BLOCK TW 34.10 TW 3410 TW 34.10 TW 34.77 EX. BLOCK f / '"� -....` WALL TF 26.77 .4 TF 2 .43 2 .43 WALL TWt_4 77 - - - o 0 / TI .3 -- - - m � _.._ _ �..,:m_e:.. ..._.._. �: FG 27.8 F .-m- ... ,,.:a- 4.2T� : __ F _ - 2X X -� FG 28.4 a `VcV�' G 28. G 28.1 b.a'�4 FG _28.4 75.55 - • TW 33.80 4- TW 34.30 0.77G �_ �•8X� FG 28.8 0 x FG 28.8 LOT 04 0 0 6 `I N _ 28.10 <- <-- +, OMIT ONE HALF BLOCK AT SWALE _z <..FL / PE 29A - ,�.... � , o N � ao TW 34.30 o n 28.50 �►ALL\ \ \ \ \ \ \ � • • . \ \ \ \ \ \ N-- 0. X �0 0.9 �2i > .� I� -HP f N E SEE SHEET 2 FLOWLINE IN INCREMENTS AS SEE PLAN FOOTING //�//��/%/\//\//\�/ //��/%/%/ "0 27. -� °' �-% / 30 _ NECESSARY TO PROVIDE EMERGENCY c.4 // /.�/\/ // /.K/\/ �r-� --.a N ui ,i^ t L-H`4 TOG 27 50 6 N - OUTLET FOR YARD DRAINAGE. 6 MIN. ------------- , /--------------- iM/ 6.1 �� 5g 7.97' I @1 ©� OPT. i OPENING WITH 2' MIN. COVER OVER \ / 1® - I PATIO $ TOP OF FOOTING GARAGE STOW PATIO OPT. ® , 8': OPT. I 28.74 ' 7.89' ' TYPICAL SIDE YARD t a 2 PATIO N . 2 PATIO TOG 27.80 , : I .. ; e / ` 7.21 , I I TOG 28.20 6 a I TOG 27.50 : 1 INv 4 6 2 TOG 27.80 i INv 6. 2_ I- 5 N R T =2LA ;.. 6 TOG 27.20 I. I 7.35' 28.47 6 INv s.17 �, s INv 2 .4 1� T' I WALL OPENING DETAIL✓--� I I CHIMNEY-- ' 3 CHIMNEY 29.14 B �Q � : TW 34.80 ^y - N.T.S. I .90 28.14 1 i CHIMNEY I = I LOT 61 CHIMNEY I� �I , I 7 L=72•o0 PLAN 2C-R i I I� TOG 28.20 TF 28.30 I T 1: • I L-78.00 L=65.00' 1� T, s=1.00X FF 29.07 1- T' s ' ry� 1 OG 27.20 6 I 7 S-1.00x 7 I: I 28.74 PE 28.4 kI I !NV 2 I: HANDSCAPE AREAS: 12"� o v> Z I INV LOT S8 3 , I s=l.00x �I , 1 I qIT I� LOT 82 I� Z Z FF (SEE PLAN) l) • I PLAN 3C-R , : 11l' LQT 80 �I L=75.00 01 • I 1 ROUND METAL GRATE PER (n ' I FF 28.47 I 1 7 Tlo PLAN 3A-L _ iL 0 PE (SEE PLAN) >,. I I� PLAN 16-L ,: I� S=1.00X I :i L=72.00 FF 29.47 I ui 10 v i ` I PE 27.8 iT �lo FF 28.77 �I Ito LANDSCAPE ARCHITECTS a o 1 tKD . I 8.35 pl l0 2 ` 28.61 '� i 7 S=1.21x PE 28.8 �� o^€ LANDSCAPE AREAS: AIDS N0. U. U Z 'a L=73.00' 61. = I 2 PE 28.1 I� TI I : TI 29.00 �I : TOG 6" 14 ROUND GRATE OR � � o ~ '� 1� LOT 83 APPROVED EQUAL.U. v . Nryh' ?, S o i 28.00 S=1.00X 7 IT Ti 28.29 I I 28 55 2 I 1 2 €; LAN U I- $ ?O o S I 1 I 2 3 I �! 28.58 I I L=70.00 7 I PE 29.3 1 X o 2x L=65.00 2 I S=1.00X °a 't I- O * s` I >K T1 28.10 5 I: �I 28.96 x I• MIN, tx MIN. '��N I 7 S=1.33% ¢ 28.28 Ir 28.47 1 .L, 1 I L-H I ' � SEE SHEET 2 = ,,, in o OX I' ' FS 28.40 �r 3 TW 34.30 1 i 1W 34. i I a Uj \ /O / EX. ELEC �I j TW 33.80 I� I i 2 I I g `' ' w v TW 33.30 1 3 33.80 I i F 26. 3 27.80 I 1 " 29.14 I r l_ , o � � I o 28.14 I 2 5 -H 1- :I 6 STEP 5 28.10 I I 28.50 5 I Z EDUCER IF REQUIRED I 27.80 k .' . I TW 34.30 -H 1 5 I• Fo TW 34.30 I -H ►� 3 �I 5 27.50 I I -H N 3 F I� 0 3 GF 28.40 I I t. TW 34.30 , 2 O I • ast 11t GF 28.80 2 t1 _ -H I I GF 28.10 I. 6.17 ° 28.03 -j Ito 28.50 I. 2 . PIPE RISER EXTENDEDFOOTING A ! I D-_0. T GF 27.80 a,ti I I� 3 6. o h . ° N a ri' : ' h x o . M L- •' FL-HP28. 4. TIC N.T.S. 10 / 5 27.50 , 9' o o- I� J1oo x ;28.Q .p cI`9ao 6.18' I� 0 I 1 ,ur oao 7.01, FG(28.61OR PLASTIC TEE 1 2r`' \`�r \ -H I 1 Q tL °� ,.� NI : IM c, o o.° 4.�1 X N I 1 N 1 i•� 1 N 1 Q i 1 / �` / �"- o i 'D ! rl,�l ! I i °0 v. . 1 1.:�� -� 6 T'-`.�! F (26.80) TC (27.60) --S _-___ _ _z INV 25.14 _ ;.... .__.. 00 iNV TC 2 _-- ___ . j TC,;., il6.57 TOG 27.00 8 V� -��- - - 7.24 j TC 27.52 11 # 00 1 INV 25.39 1 TOG 27.20 TC 26.99 t - _ 13+00 ; t T ``-- TC 26.34- _ I----- -t- --_' -- 8 5 TOG 27.20,E _ �. fil Tc 27.35 rc27.362790TOG 27.10 __.._.. vINV 26.20 W.__ TC _ 26 81.. 5 _ - i .... _ _ 8 FL FL 26.55. _.. _. i L 25 71 8 TOG 26.60 �. _ TOG 27.80 TOG 27.80 FL 27.14 __ rC 26. INV 4•~4 26 6@C 26.66 TC 26.77 27.07 0 54X FL 64 8 INV NV 26� FI 7.05 rC 27.70 T , 2 FL 25.79 ( INV 1 8 FL 5.97 TOG 27.10 FL 6.38 _ - - _ _ 27.76 FL 25.89 50x 8INV _ - _ 3 5 �. 44. 4 �.. :.. (; - .® _.. - - - ____ - - -_ - - ply , _ ., �f ..__. 97 f .7 55X 26.41) - A - .-- -:. _, "_ _. 7 2 ` _ 32.43%..,2 .6 ) 132.24 w� LOT 53 PE 29.3 EE SHEET 2 r. ^ TW 33.70TF A Go 7 0.8 H 0.7x� ^o FG 28.9 28.60 FG 28.9 27.67 d Tw 33.40 co FG 27.9 / - 7.60 27.90 f x- - O 27.%" ao o L-H N o FG 2! rn H A TW 34.80 o M 97L .� 0 0.8x 0.7X t37GT 2_ _ 8.2 y, 301 :1 MAX r 0.77 0 % . 0•-•� . � - 1op 10 rx E- `� -� E-- E--- FG 2$ _ a-_. . so 1 27.20 FG 27.5 AX ,:..,. 30 2:1 MAX N , N FG 27.5 A --. .�--- 3• TW 35.40 _ _H 1 MAX FG 27.9 .,-- 2 M., _ , .: TW 35.10 EX. BLOCK_77 2 1 MAX - o I. i >� - MM:- .. ._. ._..._.: .._29.60TF WALL _.... o ►- 2: _ _ TW 35.33 0Q EX BLOCK _ ��, =-n. -__ -.__.. TW 35.20 EX. BLOCK A TW 35.33 TW 35.33 TW 35.80 -:=-'mm µ' ,3~ j TW 355 40.33 EX. BLOCK g 0 23 WALL Tw ;36. ) J 6 LOT 60 F�zs,33) WALL A LOT 69 g L* TW 34.67 EX BLOCK 9 WALL TW 35.33 LOT 49 LOT a1 PE (30.5) r r A WALL TW 34.67 LOT _-6_----------- ®--------------- .. PE (20.d) r PE (i0.i) 1 so �o LOT 47TF PE (20.3) 5 i - .. 3 ° U. `k 1 iC f ii 1 l 4 �m Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG tis.�� R 0' 20' 40' 60' 80' SCALE 1 "=20' m Copyright 2019 MSA Consulting, Inc. All Rights Reserved AREA DRAIN DETAL,@ N.T.S. CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLYT O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,828 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,881 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 788 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 104 LF O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 17 EA O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 17 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE 1,223 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 17 EA OCONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 46 LF 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 92 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. �� QOESS/ l*�..DEL4lt�� o0 ,v 9� i w C43880 m` Exp. 6-30-19 l rF OF BUBBLER SYSTEM (SPEE-D BASIN N.T.S. 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE. TOG PER PLAN TEXTILE FABRIC ANING WASHED ROCK CK ULU I LA I IL L I'AUKIC NO. REVISIONS APPROVED DATE BENCH NOW ELEV. 28.23 �"� �� Tm °� et�BlY of me,& NO. � APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHM MSA CONSULTING, . 43880 OF 1 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET DRAB sY s �=11- TRACT NO. 36762 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADM PLAN � JULIA JULIAN A DE LA TORRE �� 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msac*fWUttir*kwcom PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 9-�/ I / ova N CIiY ENGNEER� �� .LAB R.C.E. 49418 EXPIRES 09/30/20 PHASE 4 - LOTS 54-82 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH R. 7 EAST, S.B.M. 9 iry ur.vu , J.`!y F 30.50 37.20 F 30.20 F 30.20 TF 27.70 G 31.8 TW 34.20 �-Y-'' -2 ``� TW 36.70 TW 37.40 'N 1. TF 27.70 F 30.20 EX. BLOCK NG 31A TF 27.70 WALL ;li�30)�OW 37.30 7. 0 2. 0 EX. BLOCK TRW 70 TW 36.90 TRW 31.90 TRW 31.90 4NG 0 TF 28.00 TRW 31.70 A L TRW 31.70 D NG 31.4 r'. TRW 32.00 D 7� .,. 7. 0 F 27.90 66.46' TF 27.90 TF 2 .0 28.4 FG 28.5 FG 28.5 FG 28.7 0 % 0.8% FG 28.Z FG 28. 0.8% F� 9 FG 28.4 , TRW 31.90 s 7% .. .. .. y a - ... 0.77 rn 28.1 0.9� TF 27.90 <- �: 28.20 ..� n ✓ 9 28.40 m oo ✓ N D 2a.40 9 0 l D FL -HP m o FL -HP , ^ FL -HP o FL -HP TF 27.80 F TW 34.30 TOG 27.90 6 1 �I N _ - - y y �.-. FS-57 2 �S INV 26.57 __--------i =OPT. OPT. 28,89 r OPT. arP I 8 67 ��. PATIO PATIO 2 PATIO TN - TOG 27.90 ZS Bb TOG 28.10 i 29.04 F$ 6 FS CHIMNEY 28.74 6 INV 26.57 2 NV 26.77 I' 6 TOG 28.10 1 FS Ti 6.48 FS 2 I� �I TOG 28.10 INV 26. I 29.04 INV 26.77 6 1' TOG 27.80IT CHIMNEY -- FS CHIMNEY o I i ,� �.r^ � I �i TOG 267 80 6 6 IN 26.47 I L=74.00' 6 I LtJ 1 23 CHIMNEY 1 TI 7 L=78.00' �11 TOG 28.10 S=1.00% 7 I s=1.12%I� T� 6 1 oT T PLAN 2C I. 'I I� 3 --`� L=69.00' I 1. S=1.00% 1 3 y/ I I p 3.24 I INV 26.77 � ®'",_, �s!l�37 7 I �' sti'� r L'4'� ^ PE 28.7 2s.o4 T PLAN 1AR L=79.00' a LOT .1 3 T IT B O 221 2( T 1 LOT 25 PE 28.1 PLAN iC �Q, (PL N 3B ' L ®i� io 7 L=76.o0' FS i� O @ s=1.00% 7 �I� I I , ,,./ 0 ,i- PE 28.8 SEE SHEET 5 N :I� �` R ye AC UNIT LOC. *i �i S=1.00% :1 �io PE 28.4 28.65 i SEE SHEET 2 m I� 28.75 PE 28.5 I I 3 PE 28. PER H. PLN 3 �° ° j 7 L=70.00' FS I� I^ I N. .. S=1.00% 28.59 o io FS L=67.00' 7 I: .IN L=66.00' 28. 28.86 28.91 0? FS 2 I 28.69 S=1.00% I a 2 I I� T10 7 5=1.01 % FS I 2 FS I , I TI 68 y1. FS28.84 KIT 28.85 FS.74 z7 of : . I TW 34.�LC" - - 28.88 I� FS B I TI FS FS FS 28.20 3 t FS - J� 28.40 2 TW 34.30 FL -HP I. i 28.36 TF 27,gp 1 28.20 5 2 5 FL -HP ' I 28.40 29.04 TF �.70 TW 34.20 5 3 FL -HP 28.46 I ! FL -HP 5 FS TF 27.70 3 '� TW 34.20 I i FS n TW 34.00 D=0.5' 28.40 u> 3 TI TW 34.20 da. ro 28.10 3 FS I 2 28.40 o F 27.70 - N I TF 27.50 �B: I� I 3 L_ ' � . FS 28.44 TW 34.20 � FL -HP 6.71' I . FL -HP 2 D=0.4' 10 i � F 27.70 3 GF HP 1 3 F 27J0 FS 28.79 %e 10 GF 28.70 sel L=8' 0 28.40 GF 28.50 d I GF 28 70 L v 0.3 6.6 o -I FS 28.22 d ri1� Yi�, -:6°j5 .. FS 28.37 u� I� �jv�i a o 6.09 6.010 ri m m 0.37% uc rn 6" STEP ^ LL ^ 28.25 FS 28.37 ry a 4.18% o N 6.7 FS a r� @E a 4" STEP 0 ° c.]j aOd 1 I F 27.7G e N N ��. - l27.812_ t I � ° N FS 6.77 Be 27.68 ao ° ^ 28.32 w 28.10` 5 � -_ v � _ �II •�G_ 27. 0 10 iv o IFS - -- - 2 49 N_ o o FL -HP .30 �. '. FS ? D=0.2' F; 27 65 21.43' 7.53 55 28 , g7 57,-._,..... ..... e. r 142.5 ' I '� FS� 58 69 '- a 2 2 ��]� 0.64' 27.39 Fcam_ - _ - _ -' - TC 27.17 D=0.4' TC 2 .49 FL 27 03 FL 26.95 FL 26.87- - - - - - Z FL 26 58 TOG 27.70 1 L=8' FL 06 - 8 TOG 27.60 70G 27 60 FL 2�Z6.68 FL 26.49 $ I V 25. 0 TC 27.42 INV 26J03 #s-_I INV 26.01 __. INV 2 23 8 I TOG 27 70 TOG 27.70 g r 8 INV 25.77 I- s t _._.� T G 27.50 s - TOG 27.20 TC 27.36 IMy 2.10 0 8 _13 Oi- 0 TC 27.49 -I VIA TAPIS _TC 27.19 I 14�00 ! s--_.. _,_ Ff - 25;68 - �- -i + 26 77� INV 25.7>�_ TW 33.90 -,-"""� __ TC(27.42)_W- *'--- �. `?YTM-- -t- �1 TW 3 93 0 TW 33.90 TC 27.44 °5 _, �--w � � w FG 28.1 FG 28.4 C FG 28.5 27.90 B TC 27.13 �FL 2 p 'I N�25 TC 27.10 TF 27.40 TC 27.17 TF 27 40 TF 27.40 FL -GB 5 ) rn o `; ""' 1 - __ ------- . _----- - _ .._ _.. _T - _ _ 6.7 p � ^ m � _ F� 26.79 � 92 -_ _---_ -r N N - I 1 TC 27.36 9 \ a _ - P _ - 12.82 0 25.60 �7 49.00C 0.5 .32 35 .. .. a P FS 7.87 _ �15.88' - �0 28.10 v!� N A: m m FL-H 3 TW 33.90 \ \ N I ' i 5 m ` �4.499> 1 -� o �+ '--_ 4- 3 -1 x N� 27.40 I I- ! ON 0.43 - OR - N 1 ! - 0 V{ ! I I 12' 11 f I a1. r. _ 5 2 CHIMNEY 2 I 0 o 4 28.30 28.55 ,% GF 28.60 I o PU I I v N°ao m I ,I �I TWL 3410�` a FS 28.53 i 28.30 12% . a-�+ r oOFS - 4" STEP ---N " `o I . i TF 27.60 3 2 o , 28.74 28.55 29.40 E N _ m 3 o= FS N III FS.94 3 TW 34.50 �`' • • a LOT 89 2 59 PLAN 2BR; % to ^ ! I C I j �I TF 28.00 PE;27.5fi2ge6al oa4" .' N !� 2a:7s 3 ^ a F C) Ln' LL FS 28.78 SEE MEET i5 0 17 PE 28.4 28.61 N ! �° 7 L=63.00' i� TW 34.50 3 0 S=1.22% 2 TF I A 28.74 FS 00 1% 0 8 37% � ('I 8 n N. 1 28.00 a L=75.00' m a - > 20.9 P' t,s6.. -� 5=1.00% 7 `��oa N ;. a l Iro 'yn oo m o j 5 o f N 4... 'LV I' tSJ�a25.85 f E1 I 2 ,n `�N.-xin . °N ^ m c --I- ' 7i-=75.00' IN B °D�3�roJ^ 1 d ' Nw IN Nm� PLAN iC S-1.Do%3 2r-N S W fi.93% ' I IJ c� N 3 NIN I 6.54' `,E.�' NITW 33.90 TOG 27.80 2703 + ? o PE 28.8 0l } TF 27.40 INV 26.4 o TOG $AO I(� 0.6 , -- --_--- 5.1 % FSI + j Ll INV 6.67 6 IG B LOT 84 104:18 -- -- - F= -- - E- • - _� _ _ . I I 6 TOG 28.00 I PE 29.0 N. 26.67 iy A SEE SHEET 2 ---------- ------------- LIIMNEY '9 N 4 N I K FS 94 8.82' OD 1 19.83' B sa T✓o6Q 6 x 10�IrN7 m a b = k.vNg � �^D=0.2Ioy PATIO 2 LLN zGF L=° 1 7728.10 10 18N OG 7.50 I L 30 FS I NV 26.17TT-i N ,�N p cl 28. o. CHIMNEY 2 2805 M ' j(W I� ctiN, i, r\ FL HP p c P".`/", 28.44 FS .. rN a { ---..- J .._~ FG OT 87 1za.zs F o 28. ILOT 70 w OPT. 1 IL N to 4•iz . (n sTW 2 PE 28.1 20,§6 I { 8 V 3.4 { PE 27.1 3 x ii!! PATIO 28:44 d ° TF 27 43 S SHEET 8 SE N _ FS -) 0 0 o , I 63 54' FG 26.6 TW 34.50 I ,i 3 "� 8.41% ao -11z aql� ^J FS L-76.00 7 n 1% MOIN �y I D mM., N w :c-� TF 28.GG ti a o: 28.27 5=1.14% M ao o 0- ' o N 1 I e I{ N N I 1 TRW 34- "o FS TOG 27.50 6 N N m ? n N m .r N , N lji TF 28.10 TW 34. 0 0 ,. � INV 26.17 ao m I'^- J 0 ao S9$1 % a { N{ { 0 y , m 1, .n P� \ (26.10) TF 27.43 TW 34.mo,77 vi,6 B N N ~ 26. 0 o Z I N{ r n T�02 ? ?� \ EX. K IF 27.43 BLOC � .° :. �. � ? 6' 8 O `' FALL N 2 4.9% FS r ?c 3 TW 33.90 � ---.- E_= f--' � : -.7 TF 27.40 2 58 7to TW 33.40 .. - TF 26.90 ^ 7.59 Q^p o? TOG 27.20 6 B rn m LO o� m oI { 1 N yy { 0 8 22.85' INV 25.87 L_74.00' 7 NINE MNNIJi d �^ MI' J J to CHIMNEY ° 28.00 X: FS GF N I j i 27.80 ...,. t � PL • U - '' � 10.01 `1 LOT 71 3 z 21.53' (� t PE 26.8 OPT. PE 27.8 28.14 E SHEET 8 I o= !PATIO - FS 7, S •i 26.14 N: y 'M C A � A N r� FS 2 L_75.00' 7 FS 27.s07 rn. s� IN G, 4.9,Q B� 5=1.29% 7.5" STEP\ J 0 8Q'. N' TOG 27.20 6 5 F�.50_HP F-1 i INV 25.87 ^^� CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,667 SF OCONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,319 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,018 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 92 LF O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 11 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 15 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,079 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 15 EA O9 CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 260 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 42 LF NOTE TO CONTRACTOR - QUANTITY ESTIMATE G INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE MSA CONSULTING, 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. _, ^ E f TW 33.40 TW 33.40 3 TF 26. 0 " 109.32' ~ rF s so -�_ 3 TW 33.40 3X " ' .�. Q�OFESS1p^ TF 26.90- ' �P, DE Gqr cnyyJ : ': ..: . . w 0 9 m 7•� I I cc 'ExC4630-21m s DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG No. I REVISIONS 1 REVISED AC UNIT LOCATION ON LOTS 67, 68 AND PLAN DESIGNATION ON ALL LOTS. 2 REVISED AC UNIT LOCATION ON LOTS 21, 22, 65, 67 & 68 AND THE © Copyright 2019 MSA Consulting, Inc. All Rights Reserved APPROVED DATE M SA N S U ILT i N G •I I N C� > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com P Lf 0' 20' 40' 60' 80' V SCALE 1"=20' OF CAL�FC PREPARED UNDER TFE DWCT SUPERVOM OF R.C.E. NO. DESKLVMW B APPROVED BY CITY OF LA QUINTA NONE ELEV. 28.23 SMS SMATURE C)2�Mt 43880 %li FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. DRAWN BY JULIAN A. DE LA TORRE DATE INTERSECTION OF AVENUE 52 AND JEFFERSON STREET 8MB +-+'y'tt"�' •-'" BRYAN MCKINNEY DATE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/301.W-11 CHECKED 6Y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 BEEN FOR PERMITTING COM 12 ?a z t'120 I ORTEGA DATE CHERI FLORES DATE VINITTERIM BUILDING OFFICIALPLANNING MANAGER < Y OF LA QUINTA I CITY OF LA QUINTA ] 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QPoFESS/O�, MYLAR APPROVED BY THE CITY �Q� ENGINEER ON 7/30/19, EXCEPT FOR a �•` DE 4q l FV THE REVISIONS NOTED HEREON. m m 2 w C43880 mx az (( � O/V1- �\ JULIAN A. DE LA TORRE CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 36762 - FLORESTA 4 CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN Of PHASE 5 - LOTS 21-24 AND 65-66 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS J/.VU L 30.20 F 30.50 G 31 8 37.20 TW 34.20 �'`�^�' �'v �`'%.TRW\ .70 Y -3r4 2i9` Y'.',fY-Y'Y"Y'v'._..,,r TF 27.7° TW 36.70 TW 37.40 7. 0 VY Y32 b0 .u..'r ZT.70( IX. BLOCK N 1. 27. 0 TW 36 90 TRW 3? 90 wnii TF .70LOCK TRW 81 90 `` TW 37.30 A 3 80 TRW 31.70 TRW 31.70 D _ 30. 0 `1 .1 TRW 32.00 p TF OO l P�A�L p 1.4 F 27.90 66.46' TF 27.90 2r3.0 E2.87 J e n h1 J0 FG 26.5 FG 28.5�FG 28.7 p• 96 TRW 31.90 p,gX FG 28.7 FG 28. 0 SR FG 28.7 F~ . �.7X _ f TF 27 90 9 7R �.. �..�. y �.: 0.7>� 0 28.1 �Q9%� 9 4 FI a- 0 p 28.20 °p ✓ g 28.40 m \ oo N 28.40 o ao FL -HP TW 34.30 F8.20 o; ri FL -HP o y� D 28.40 9 no TF 27.80 o .57 Nei OPTOPT. F8 e .. ° OPT. 87 .. 2 . PATIO PATIO 2 PATIO �cAv ' .28.Bb 1 J 29.04 I .I TOG 28.10 1 6 1. ' I FS I 1 CHIMNEY 28.74 2 INV 26.77 I' I TOG 28.10 I I 1 6.48 28.84 rr e I I TOG 28.10 6 yp FS TiFS HIMNEY I 1 2%. T g INV 26.77 11 L�1 I� ! 29.04 I I I. :I INV 26.77 I I TOG 27. 6 TOG 27.80 1 FS ~CHIMNEY 1 80 1 Tl I I1 1 1 IN 26 6 NV 26.47 1 I , ; C"O�'°''23 �HI T .47 � 27.90 I `t MNEY � 1 r = g.00 TOG - .00' L 7 6 T TOG 28.to L-74 7 I Tl PLAN 2 .1 T; 7 5=1.12R INV 26.57 Ti INV 26.7 6 S=t.00% - 3 E L=69.00' 7 Ti 3 2�\ i 0 LOT 20 I 3 i MTV °q i� i LET' 'L' bt �im PE 28.7 29.0400% 1 1 T PLAN 1AR ' L-79.00, RI PE 28.1 ( PLAN IC rQ 1 PLAN 3B 1Q O1T L=76.00, FS fj5 2WW 5=1, 7 oIT _ LOT 25 o E6 28et7 ` I P 3.7' oi: io 7 S=1.00% t Tiv�i PE 28.4 28.65 01 * PE 28.8 SEE SHEET 5 ry ' I SEE SHEET 2 T PE 28.7 28.4o I� TI � l0 7 1 rn 1� 28.75 PE 28.5 L=67.00' 7 1 1 , 3 FL -HP N. AI: 5=1.00% 28.59 FS 1� r^ Tlo FS S=1.00% 1� L=66.o0' 28.90 I 28.91.° Tl i 28.69 2 I: I 2 FS ° 1 I 2874 FS 2 j' 'I 2 I to S=1.01% 1._ t" TI 68 �28.84 oIT TI 28.86 �T TI �� Ti28.58 ��ii 28.85 28.88 FS II FS 28.20 FS 2 28.20 29.04 3 TW 34.20 i FS 5 28.4p i� 2 34.30 ! TS 3 ' ,! 5 5 FL -HP 1T TI 28.40 5 TW 34.20 } FL -HP I. 28.36 TF 27.80 HP 28.46 I 1 FL_0 F 27.70 TF 27.70 3 a' TW 34.20 1 i - n TW 34.00 3 D=0.5' a -I 1 �Iuj 3 TW 34• jj4e 28.10 TF 27.50 -1C FS I�t1 3 2 L= 6.71' I 28.40 2 l�j 27.70 I� TI 20 3 o' N FL--H-15- TW 1 FS 25.44 3 27J0 i. I1 tp I FL -HP !!LL D=0.4'10 is 1 - 27.70 GF 28.40 GF 28.50 I- .I FS 28.72 N. GF 2$.70 �I1 II GF 28.70 �iw• o28 2-2 a ni j a 6 75 FS 28.70 4 a ° 0- x u�i .6 r Zo 0.37%` LL 6" STEP < 0 6.09' 6.01�ro m rel la ry cv w 6.Y TW 34.20 - ao n M 9f 4" S1EP7 N as 3.35% Lo �I tla r •. o 4.1$%- _ N I 7 N N rb � I 1 NI L 0 - 1 1N FS 27.82�_ 6.77 2768 m a hFS 28.32 28.1049oHP 527.30 N-' tD -- fl27.65 FS 27.11 42 59' L 8 21.43' 7.53 55 28 ; FS FS' 58 69' 2 2 '7.39 FS I��, 0.64 -I f FL 26.95 FL 26.87 I - - -/-�- - - FL 26.58 TC G 727 70 DL 84 FL 27 O6 TOG 27 70 TOG 27.70 8 TOG 27.60 TOG 27.60 5 - FI 26.68 TC [PPROVED FOR PERMITTING [PLANNING k ZONING COMPLIANCE MES WIATRAK DATE RI 1pLpaBS DATE ILDING OFFICIAL 7JMA16 MAAtACvfcR '-TY OF LA QUINTA OF LA QUINTA 93 TO 8 6 INV 5.7 TI 27.31 TC FL 26.49 8 INV 2g_g0 TC 27.42 INV 26.03 INV 26.01 INV 26.08 '-_._ .. --'l r---TE 27.20 "" _. __ G 27.50 --- 5, 111V 25.68 8 - "'� TC 27.3fi TOG 27.70 $ 5- To0 27.20 _ Ir� -13 uu Tc z7.4s i_� VIA TAPIS TC 2z1s� 14 0 z6.77 g _ INV 25.75_- TC 27.42 -} - - - TW 33.96 TW 33.90 TW 33.90 TC 27.44 ` G 28.1 FG 28.4 C FIG 28.5 27.90 8 TC 27.13 - -_ I TOG 2 960 TF 27.40 TC 27.17 TF 27.40 TF 27.40 o FL 26.70 NV 25. 2 8 TC 27.10 - -- - - - - -- -- - FL GB 5 n FL 26.79 1 - 12.82 0 25.1; 49.00 I N N > 7.32 54 35 TC 27 36 O/a - F8 27.41 -- d _ .r Fq 1 SX C 0.5 S�`r �15.88' FS 27.87 _.. m TOM 2$.1O - O i PI �: rn TL-H 3 3 TW 33.90 '�, -4 i s 5 so s4.49% 1- -a? o I III ' j F 27.40 }(_ _ f 1. O1(N� 72, 5 2 /-CHIMNEY 2 10 ` i o; 4 2 ! ' I �F8-HP 28 .55 GF 28.60 rij� Lam_ PUE I"n°°N �I TW 34.10 3 FS 28.53 28.30 5 28.74 FS 28.40 _ 28.55 FS 28. --; c� 4 TF 21.60 2 L H, 3 : r gg Fs 4" STEP o N N I II; 26's4 Tw 34so CONSTRUCTION NOTES QoRANRMT Y�ESTIMATE LOT 69 i c°pv � 48 55 PLAN 218 Io 11 3 F 28.00 M27.5 'n°Y F� � 0.54 ,o Nan, , � r 28.79 � 28.7g 3 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S SEE JHEET 15 0 17.72' PE 28.4 1 "� "� ' � FS FS I O PLAN FOR COLOR, FINISH AND DETAILS) 2,667 SF 28.61 3 s N 7 L= i3.00' 2 �� TW 34.50 ! A A 6 28.74 0 1% 0 8.37% �,! i 8 Un ,n-I S=1.22% I: TF 2 O CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S o--.,, L=75.00' °f"t -'� 20.9P' _ y I:r oN o o I 28.85 1 J,i PLAN FOR COLOR, FINISH AND DETAILS 2,319 SF aon *\ 5=1.00% 7 '°�oa N ;� "?n m w a- o 5 II ,"LT �"\L=75.00, I� CONSTRUCT PRECISION BLOCK GARDENWALLPER SEPARATE PERMIT (SEE O!^ I v N� ° ao ��W �� 1 a " NN �ri ry yy- Nro J 4 PLAN 1C 7 1- O LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS 1,018 LF B N1� I r'7 N o I' ) N 3 2tiN m 8.939 I� oo� N ��N I 1•Fty705=1.00% �'�;o CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT TW 33.90 p 27.03 " z c> o v r 1 PE 28.8 0 " O S TF 27.40 0 _ O 6% 5 1 % FS TOG 28.00 6 1. �� LOT 64 (EE LANDSCAPE ARCHITECT'S PLAN FOR COLD , FINISH AND DETALS) 92 LF `= 104.18 E_ - - -- - --- -- w _ �I INV 26.67 TOG 28.00 r O5 OMIT BLOCK IN WALL FOR YARD DRAINAGEPERDETAIL ON SHEET NO. 3 11 EA -- N PE 2E 0 _ • " i 6 INV .8 7 i. + SEE SHEET 2 n; 1 I CHIMNEY NO ® 0,5% 3 M o ;Q I M i FS 94 6 82, O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET N0. 3 15 EA o L=65.00 ao * 1Nvi i I! I O7 INSTALL 4" PVC SDR-35 PIPE AT 1% MIN SLOPE 1,079 LF 7 0 = rn n 1 . m N ! OPT. - I . ( ) y S=1 .OQ% J M n o p=0.2'0, t o>~ PATIO 2 a OG'27.50 6 N i N GF L=10'n1 1 z Q _ I O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET N0. 3 15 EA " I- o INV 26.17 5 �. 28.10 10' 1 8 rn '(%� o�ao•; 2830 FS•77 CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT o HIMNEY N d N oW � O SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS 260 LF 2 28.05 W - _ ) 28.44 I M - ~ �0. 0.9% CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 42 LF tl 7 HP NN OPT. PLAN 1A 28.29 FS o + " N ~ FG 28.6 OT 7O a II PATIO 1� ,2st�7.. FS T I � 34.10 NOTE TO CONTRACTOR - QUANTITY ESTIMATE PE 27.1S SHEET 8 3 OR T !III 2 28.44 PE 28.1 3 l 0 8 ht% 20,96 '„o 8 w 2 i MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE N� _. FS N 1X� om � a , :o o "`" ,::-:: .35_' _ FG 2$ 6 4.50 PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY �a - 7 n o' mN �o ' N �'� `" I' 34.1 p "'°''=_-®,,,._ TF .00 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE l 00 0.28.27 5=1.146 Ntl N ma�N�� 1 a LL NOZ N T\ TRW 28 TIN HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT . FS TOG 27.50 = n In " '� TF 10 34.10 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME 5�r o o •.� INV 2 t.' co m r r, m 8:81 I (26.10 TF 7 "_,""'.':_._ rn ° N LL N" 'F r _ �c �A EX.) BL 43 34.77 OF CONSTRUCTION. OCK 27.43 o nN_UI w ?ss26SO8o !PALL / \\ " �.� 3 osX_ z _ --- - . F- \ NOTE REGARDING GRADES TW 33.90 _ - - 4-- F-- ' \\ F=- . UNLESS OTHERWISE STATED: TF 27.40 106.26' F-__ _ _ _•f- _ �- --- 3.5X ,58 - I ' L6 I4[y1�y, FINISHED GRADE AROUND BUILDINGS = PE DY -__ �-__- D.6R 2 FS 2 .. r � NN �' ~ ` \\ 26 o N B 000= m 7.59 oh I� oZI t \ _ = PROJECT NOTES ® TOG 27.20 6 rn a m n N r-- 22 85' INV 25.87 m ri �� O N 1 N g 1 BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5 PER CITY OF LA . DRIVEWAYS: CONCRETE SHALL L=74.00' 7 Nl MNN� - 4%� % MI1 I. M i� �� QUINTA STD. PLAN NO. 200 " S=1.00% 1t ,) �� I` - - 1% _ e N N !� L BE CLASS 520 C 2500 WITH A MAXIMUM SLUMP OF 4 PER CITY OF 2. WALKS &SLABS: CONCRETE SHALL " HIMNEY 2S•00 LA QUINTA STD. PLAN NO. 200 3 GF N 1 I 1- N ' 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE 27.$D N � •,_. 1 HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY o N -- o tr �\., + I STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE n In I '^� I � FROM THE BUILDING PLAN 3C ? 2 21.53 10 01 't _._ J �J PROPOSED DRAINAGE INLET. L07 71 3 �/� 28c4Z/ \ 0 �i PE 26.8 _ I PATIO PE 27.8 Fs 14 ,- ,. •= ON � �� GARAGE FLOOR NOTES EE SHEET 8 2R $.2dR /� /1 GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE t �, on 1 FS FS 27.80 N� \ TOG 6.40 y°� s / / a n 28.14 GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. I A o A N� 2 L=75.00' 7 FS 177p °' `S� INV g=1.29X 27.50 7.5" STEP r TC 2fi 12 " 27.90-�r1` TOG 27.20 6 5 FL -HP / f INV 25.87 _7_3% _"' e X a i•5 �I Y \ g . aU \ L_---- ---- ._ ___ F- TW 33.40 `>...-->'" 10932' Tw 33.40 3 �-��- ��. -. 1st SUBSTITUTE MYLAR TF 26.9 TF 26 90 - TW 33.40f Ur _ ,. QPQFESS/p�� THIS MYLAR IS IDENTICAL TO THE QPOFE$SIOy` TF 26.90 °� DEL, cP ENGINEER ON MYLAR APPROVED BY THEEXCEPT FOR �4eCITYse K DEL /r • =' .. § + " ' •+. \\ "r }`; `� ov T099 Z THE REVISIONS NNOTTEED�HEREON. g l /� D19 j Alert ., 1 VO C43880 ,, m 9m Z DIAL TOLL FREE R Exp. 6-30-19 1-800-227-2600 20' 40' 60' $°' © Copyright 2019 'nl9T C / V 1 P�� IPA C / V 1 �. AT LEAST TWO DAYS MSA Consulting, Inc. F QF QALYFC 'j R OF CA0 BEFORE YOU DIG All Rights Reserved SCALE 1 "=20' JULIAN A. DE LA TORRE NO. REVISIONS APPROVED DATE BENCH PREPARM �+ TM DMCT SUPERVIS11ON OF F.CF. NO. DEsfl�lEn L3 APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSA> PLANNING > CIVIL ENGINE LTIPING L G, MARK NONE ELEV. 28.28 8MB i "' - LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. % - 48880 BY OF 1 REVISED AC UNIT LOCATION ON LOTS 67, 68 AND PLAN DESIGNATION 8113NATiJRE \\�� ,�� TRACT NO. 36762 - FLORESTA RVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET 30 CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF ON ALL LOTS. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN 3 DE LA TORRE -DATE 8MB BRY MCKINNEY DATE 9 760.320.9811 msaconsultinginc.com R.C.E. 43880 EXPIRES 6/30/19 � t!V CITY ENGINEER PHASE 5 - LOTS 21-24 AND 65-66 %-ZS I / JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, s.B.M. SHEETS FOR PERMITTING LOT 20 PE 28.1 SEE SHEET 5 Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. 0 Copyright 2019 MSA Consulting, Inc. All Rights Reserved REVISIONS APPROVED DATE I MSA CONSULTING, I IN > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 MS8ConsU tirq*Mcorn LOT 25 PE 28.8 SEE SHEET 2 31Z CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY =./ O CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S V 34.50 PLAN FOR COLOR, FINISH AND DETAILS) 2,667 SF OCONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2.319 SF - 4 3 O CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,018 LF 4 O CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT LOT 84 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 92 LF PE 29.0 O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 11 EA SEE SHEET 2 O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 15 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1 R MIN SLOPE 1,079 LF u 8O INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 3 15 EA OCONSTRUCT 9 SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 260 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 42 LF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520—C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 4 — ■ 0' 20' 40' 60' 80' SCALE 1 "=20' BEMH NONE ELEV. 28.23 � U � Tw D111� m~ MARK LOCATM FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. rs1oNATt�iE INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN A. DE LA TORRE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 Q�E38 /�y, l�XDEL4T0 Fr Opp Jv 9' C43880 m' Exp. 6-30-19 tx OF CA\ � 43880 8m DMAVMi BY DATE > .NIB B N MCKINNEY CITY ENGINEER R.C.E. 49418 EXPIRES C Oter / Corsi• I' nl 9 ES WIATRAK DATE NY CASTRO DATE ILDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR ITY OF LA QUINTA ITY OF LA QUINTA Wu`" I A CITY OF LA QUINTA, CALIFORNIA TRACT NO. 38782 - FLORESTA DATE PHASE PHASES 3-9 PRECISE GRADING PLAN PHASE 5 - LOTS 21-24 AND 85-88 e30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. FIG 27.1 .. ru:'^ m F NL P DV . r 9 r FG ,1 1 PPO_- 11 /0 2 1 -• 'C4 1 g0 N� 1�1 i 1 CHIMNE'( 700 9.50 50 10 ,• �0�14 0 � � .1 TOG 26.5° 6 fi INV l i I SCST 47 •ct' �` o F� 1� 11 �\ AN 3GR� 3 73.00 � .�, 27i7J � m11 PE 27.1 011 R` ,may /� 30 Q 05 \� x,`� \` �� g 99 \ 2 2J 11� obo 710 r7 40 1 TW 38.30 TW 36.30 TWL4O TIN 37.80 TW 37.00 TW 38.10 NGk32.1)0.50 EX BLOCK TF 31.30 NG 32. F 31.60 EX. BLOCK 30 WALL TRW 32.30 TRW 3 .40 D� TRW' TRW 32.40 WALL TRW 32.40 TW 34.00 66.42' TF 26.30 6414 F 27.07 63.00' TF 27.07 TF 27.50 I OIBX FG 27.4 FG 27.8087 FG 27.8 FG 28.1 9 FG 28.1 �0.79y_n 27.10 \` . c-' 2727 5p m OR _ +-- 32.90 H 9 FIL 7.57 r 33.30 L_H D ri y _\ '0 7W 33.60 27.80 N 264 N TF 26.80 i o TF 2710 FL -HP N OPI"F-- li OPT. 27.74 2 I y 28.14 i 8.Y0 PATIO III 6.12' l f1 S is 2 TOG 26.80 li j_ II 2 6 NV2750 26.1 1T s RT11M ��, r 6 INV 25.47 T ix 11 TOG 27 20 I -CHIMNEY ` Ii�' i 2'R, • 28.44 II� i0G 2 80 6 3 limo INV 25.8 6 TOG 27 0 li', ~CHIMNEY �: 1 ��1 FS 6 INV 2 7 I, I I I I 4.18' A.OT Ix 7 L=75.00' L=75.00' jlt II TOG 27.50 6 /tV1 LO\ 11 I� m! L=79.00' 7 to } 5:1.16R 7 \PLEF%181.DAH/ S=1.00X 5=1.00R IIS. :� .n PE - SEE SHEET 4 ;PLAN 3A � i. LOT 1 Z L �m� 3 - �I Fb28.77J 'I PE 2EE 27.65 2 LI 26.00 PLAN 3B II� PE 27.4 I _ � 26.1 Ixi � i FS -ixi L=75.00' 7 27.58 27.98 PE 27.8 }Iv?I 5-1.O0% o L:65.00' 27.59 i4,_,. 3' Ijo 7 5=1.038 27.10'`, 1 i t 27. II. :I 7 L:6700' 28.30 2 I. F L_N 4 TI 2 I!1 5 FL -H 1l- 1 S=1.00R - S I� 33.30 '1 J' TW 33.60 j} 1 27.80 2 27.10 27.74 TW -I TW 33.30 3 5 5 3 F 26.80 1 F 26.80 3 F 27.1 II L -H FS 11: FL -HP 27.36 xI _ 27.50 / 28.14 �I* ?II 34 331 3 28.44 3 2760 c 2 .96' I 6.67 FL -HP FS pry 34.00 T'W 32.90 3 GF 27.40 :1 27.80 Ix 'I "• x� 27.80 TF 27.5 1! FL -HP Ir, .l • W' r 1 .v wry/ ORTEGA N DATE HERI BUIL0I NG OFFICIAL PLANN TTY OF LA QUINTAN IN COMPLIANCE 'i 0.37X" 2 79 K 1,n FS m \ \ Y 2 L I -i . r,L_9 5 1 li 10 o r- __ Ll �y.�Z• 'OQC;o / \ /'�� \'A` 65° 5 2690y al`1\ v _1942859 . c7r 10 1 1. 1 1 6.32' a 11 3:72% F.- N . a 1 / a 10 411 I: IN o I m I __-it1 8.47' J• ac 9 • RR R� � 6• 1 K _ I I 10 p l �9j o 1 �5910 �. m 25..63 o L 10' N "59 32' 39.47'- S20.7 1 FL .86 66.46P m a 6" STEP56.93 27.00 41.17 T - ry6' 6 V 0 �1 '1' 94 FL 5.24 TC 25.85 �0�$OXj FL 25.63 FL 25.72 \ 3'� _ r 64.73' -FS �._--WJEX. DRIVEWAY G 2� 25 l i6 TOG 26.50 FL 11+0 TC 26.47 TC 26.70 !FL 28.38 6• 25� 25.82 .73 �• 1 v / 59 F \ L TOG 2. TOG 26.30 g �� TC 26.93 l . F `Z�� M1bp. `� yI+'. ` 25• G 25.90 g 8 INV 24.47 INV 24.0 8 INV 4. 8 10+ 2.64 73 TC 26.40 TOG 27.20 4 TC FL 25.90 8 TOG 27.0. TOG 27.00 8 FL 26.31 I V 4 8 10 26.28 ` Fl 25.76 JOIN INV 2 .12 INV 10 00 TC 25.95 TC 26.25 77 � 1 12 E%. TC 28.58 '�� ,y,l• \ .,°10 7'` _ ep . •CTg ro / g. a 800 24. TC 25.65 - - �_ _ JOI E%. - - °25.78 VIA TAPIS roc 1z�oo TO 26.261NV 2500 8 11+05.3 - - - TC AD _ � -�� ` TW 32.90 TC TO 26.58 TW 33.90 11 1 ) TC 25.86 ` 26. 1 ` T`8 3290 26.90 �C TC 26.15 F 27.2 i .✓ AFL 25.8 TW 33.40 .1 \i r ) / s • ,y ; O f tOC' L_ 5 O.SOR TF 26.40 26.90 5 // �� _i _i TW 33.40 C 7.5 7F 27.40 l LOT 19 1 / ` • �' g �s�� 25•� TF 2590 - - FL -GB 5 -GB TF 2FG 7.5 � osoX TF z6.90 _ . DRIVEWAY DEMO / \ O� . 6• i '60 SO - 12.14' 0 58.79 m 19.93 _ - y / _\ '�3• �. 'L�O� Ery i a1 r / f84.96r 5 27.U0 . SCALE: 1" 20' J . .. ..-s0.5X-'.. �.. ,0 w0 p / 0 _G .� �./.JJJ_/J J_/_1 /✓�.J el p - CONSTRUCTION NOTES QUANTITY ESTIMATE < q :. m i9 �..� .- . . °.. LOT 14 � �` � � Sy" 'tg00 s ry°j 9 / � r I I� 27.10 � 3 � � 27.21) FOR PERMIT PURPOSES ONLY PE 26.3 \ �� eww 45 pryyti ry/ /• w Ip: FL -HP C 3 3 4 ry \ / m x� o CONSTRUCT 4" THICK P.C.C. DRIVEWAY SEE LANDSCAPE ARCHITECT'S SEE SHEET 7 �.� ryp �.O OI '' 0 3 3 27 0 I 1 2752 (�' I � iCt A I O PLAN FOR COLOR, FINISH AND DETAILS) 7,741 SF HIMNEY 27,36 27.40 n o 5 37 2 ° �K+ _ _ "o' _ - CONSTRUCT 4" THICK P.C.C. WALK / SUB (SEE LANDSCAPE ARCHITECT'S 21.44' 6 STEP 2 I V VIe . -J` O2 1' _ 2 ` - PLAN FOR COLOR, FINISH AND DETAILS) ,379 SF /Q 3 �jLOT'78\ 2 If I o� m 4.B fi. �- ": " 27.84 ,' a CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE /�g o PLANK 2274 m a p' 27.84 Hx. LOT 88 O LANDSCAPE ARCHITECT'S PUN FOR COLOR, FINISH AND DETAILS) 940 LF x „e „-/ 27.59 "? ^ N m 'n I N `r PU D.5' FS r J v PE 28.4 / tv :� I Fy 49N/ _ ;4A o �4I r•+ o' 70 /L�T� Q c�4.1 Y CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT Q m a� Y1 r • 1i o n L=9' \1 SEE SFEET 4 4 7 -� 3 24.09' ,p m PLAN 3B L�< n O (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A E 27.4 /A��► 7 / L=78.00' 1` O � d ,o OF `\ 128AT' j m a r 4/�� 'LST 78 o 7.57 S;7.7,01 =1.00X iX og, $.5 X: "' 1vm 2750 PE 27.6 OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET N0. 3 14 EA tx ~ �. PE 27.0 INV 7 64 ° 2 zfi5 mN rna n��'rj9 4.. ^ N g h o N�.I N Y3 m° CHIMNEY 9 - i6.76� / lb / SEE SHEET 7a ^ 2 FS m „��N o m 16 YYY m O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 14 EA 6 wtl4 r�o 7.OBR w� ` w N tri F c "�,ri .00' o' O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 1,038 LF 7 S= 23X o n __ 6.68X° �� x 2 0 -----------� 39R - a 1-` TO 26.90 � `v TW 33.90 O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEEP NO. 3 14 EA /8/2020 1 Dig A I e r t TOLLFREE �R'� QpoPES3/qy 1k DE Lor F� 0'm = °C Exp.46 $0021 �•`! 6 INV 2 .57 i o TF 27.40 FF,OFESS/oH 4( �Q� 4, I,. DE Lor 6y� g 0.00 C43880 m m OODIAL 1-000-221? -2600 AT LEAST TWO DAYS BEFORE YOU DIG 0 20' TW 32.90 107.08 - om ' o -' - 4._4_R LLQ_ __ 0_.8X - - CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT O NT9 o I V \ re T`c OF CAL\FoP 3 SCALE 1"-20' JULIAN LA TORRE N0. REVISIONS APPRov>=D DATE _ _ _ _ m F +-- BENCH NONE (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 450 LF '4 43880 SMS m < CITY OF LA QUINTA_, CALIFORNIA PLAN 7 EAST, S.B.M. o TRACT NO. 38782 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADING PHASE 8 - LOTS 15-20, 89 AND 78 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC, 5, T. 6 SOUTH, R. _ TW 33.40 11 \ REVISED AC UNIT LOCATION ON LOTS 15-17 AND PLAN DESIGNATION ON ALL LOTS. e JULIAN A. DE LA TORRE EXPIRESB R.C.E. 43880 EXPIRES 6/30/21 oAh �D LOT 77 REVISED AC UNIT LOCATION ON LOTS 15-18 k 69 AND THE CITY'S APPROVAL BLOCK. v D 3 REVISED UNIT ON LOT 19 AND LOT GRADING. UNIT TYPEm N m d m 6.58' '40 TW 33.90 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3. 62 LF N 3 PE 27.1 1 I o z fl �i 27.40 1 11 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 7 SF SEE SHEET 8 v 8 ~ LOT 70i` CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. 6 I PE 27.1 LOT 87 12 N0. 200, 230 AND 231 7 LF SEE SHEET 6 /` 13 CONSTRUCT DRIVEWAY (WIDTH - 16'), PER CITY OF LA QUINTA STD. DWG. O SEE $HEFT 4 ` NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 8 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES DEMOLITION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA / PROTECT IN PLACE N/A QUINTA STD. PLAN N0. 200 2. 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 1 REMOVE EXISTING A.C. PAVEMENT 23 SF ` 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT h CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY �3 REMOVE EXISTING CONCRETE 106 SF FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. ❑s SAWCUT AND SMOOTH JOIN 23 LF GARAGE FLOOR NOTES j 10 REMOVE EXISTING CURB AND GUTTER 23 LF GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 3rd SUBSTITUTE MYLAR Dig A I e r t TOLLFREE �R'� QpoPES3/qy 1k DE Lor F� 0'm = °C Exp.46 $0021 �•`! THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 1 /6/20 EXCEPT FOR THE REVISIONS NOTED HEREON. FF,OFESS/oH 4( �Q� 4, I,. DE Lor 6y� g 0.00 C43880 m m OODIAL 1-000-221? -2600 AT LEAST TWO DAYS BEFORE YOU DIG 0 20' 40' 60' 80' - -- m�'r O V \ P�\P F OF: CAL\Fo NT9 o I V \ re T`c OF CAL\FoP ®Copyright 2020 MSA Consulting, Inc. All Rights Reserved SCALE 1"-20' JULIAN LA TORRE N0. REVISIONS APPRov>=D DATE MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING >LANDSURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92210 c 760.320.9811 saconsultingincom BENCH NONE ELEV. 28.23FLOE PFEPARM sIONA \SER THE DIRECT V1810N OF _ 43880 SMS APPROVED ' BY CITY o LA uN A yL 'T DATE 09/30/20 CITY OF LA QUINTA_, CALIFORNIA PLAN 7 EAST, S.B.M. SHEET 5 OF SHEETS TRACT NO. 38782 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADING PHASE 8 - LOTS 15-20, 89 AND 78 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC, 5, T. 6 SOUTH, R. �80WFABv SMS LMARKOCATION FINISH FLOOR INTERSECTION PER GRADING OF FIRST COMMUNITY BANK, SE COR. OF AVENUE 52 AND JEFFERSON STREET PLAN BY AMIR ENGINEERS. 1 REVISED AC UNIT LOCATION ON LOTS 15-17 AND PLAN DESIGNATION ON ALL LOTS. JULIAN A. DE LA TORRE EXPIRESB R.C.E. 43880 EXPIRES 6/30/21 oAh �D 2 REVISED AC UNIT LOCATION ON LOTS 15-18 k 69 AND THE CITY'S APPROVAL BLOCK. AN MCKINNEY CITY ENGINEER R.C.E. 49418 EXPIRES CIECICm BY JAB 3 REVISED UNIT ON LOT 19 AND LOT GRADING. UNIT TYPEm LOT 14 PE 26.3 SEE SHEET 7 ® . pT..3 /90 TF 31:40 TR TF26.2 , 0 TW 32 90Now6.20p :00 � 2 EX. BLOCK TF 32_30 WALL - - - - - - - -------------------------------- TW 38.30 TW 38.30 TW 7. 0 0 37.0 TW 38.10 NG 32.3 NG 32.4 //- F 31.60 EX. BLOCK NG 3 TRW 32.40 D� / ` TRW 32 40 TW 34.00 ,) TRW 32.40 TRW 32.40 WALL i / TF 2, �FG 27 4 hG 2/ 4 FG 27 8 FG Cr 28 1 1 13 6%� g%-/' 27.8 FG 28.1 FG 27.1 0.7%0 c 0.8 9 1 0.7 �.80 M E M 27.I 0� 2i e- FL-FIP D to TW 32.90 0 9 FL -HP 27.57 ^ 33.30 27.50 D ^ ,n L27.10 N ^ : FL -HP 9 27.8Q9 _ - TF 26.40 FS FL HP 3'-_®22o ----- - -TF ! OPT. . .e �. � J.9.9 _ �• OPT. _._: ! � PATIO 2720'; PATIO OPT. { i 28.14 , PATIO 6.12' 27.74 2 i� : i Fg 6 TOG 27.20 i 2FS8.2 2 s TOG 27.50 _5 2-�.44 F � FSTOG 26.80 �1 TOG 27.20 6 2 INV 25.87 INV 26.17 7.5 _ 6 INV 25.47 i�' { INV 25.87 I? -I� CHIMNEY TO 26.50 �: i TOG 2 :80 i - /L � a CHIMNEY II .`, 28.44 i. 26.50 g 6 INV 25•i7 { �1 INV 2 47 6 3 �, T,� PLAN 2BR )L=75.00' 7 i i FS CHIMNEY i. �I\ �pv 25.17 1 F 4.ta' ;' T /�FFE�✓� S=t.00% T T! roc 27.50 �tiST �0 T �.0 �! ii'. - 1L� L=79.00' 7 6 R PLAN 1AR O{ o L=75 00' 27.8 28.14 3 i� : { Nv zs. n pLF A q LOT 21 \ 'P AN 3CR ^ 3 s=t.00% I 4 1 PE 28.5 P1^ Q 2 EE�$,2 7 FS T! b SEE SHEET 4 0 2 73.00�1. 27.65 2 S=1 16% PE 28.1 L= PE 27.4 B ° �! N rn =1.05% PE 27.1 0l. >� FS L�r L-75.00' 01: rn I p� 27.58 �1 N °. n{ n 7 Olt o 27.30 o L=65.00' 27.59 28 01 ty <': oil T{o S=1.00% _. aall. 41 [� 1 2 FS 7 S=1.03% FS FS j 2 FS L=67.00' 28.30 _- \ 5 i. FL_ ! 7 2 se L=70.00' 7 11 33 30 j 27.9 FS.95 �! 5=1.00% FS ! I 2726 - g.1.00% t 27.74 TW FS iT 27.80 28.26 \ Fg 27.44 r: 27.10 g FS 3 F 26.80 I TW 33.30 3 2 FL -HP s FS �. .1 TW 32.60 3 / FS i� FL -HP 27.36 i�l F 26:80 5 27.50 i� �i TW 33.60 3 TW 34.00 j j �\ f`'� 0 TF 26•10 26,80 FS 2 15.96' 27.50 FL -HP ! F 27.10 3 28.44 a4y 6 1: ! FL -HP F 27.50 32'�O 26.80 5 2 FL -HP �, TW 32.90 3 o GF 27.40 6.04' y s o 3 TW 33.60 I FS 27.80 TW 34.00 26' 0 FL -HP N 32.90 TF 26.40 27.10 �{ 26`'Np , GF 27.10 p.5 TF 26.40 FS 27.34 �IN GF 27.80 FS 27.50 1 D 0.4' 2 GF 28.10 P N'. 9' 5.95 1 { 0.37%a - 79 �1 j'O FS 2 .47 6.49' 41, L T 1.6 4" STE10 0 GF 7 \ 10 N o rn or. I L= �FS n" o a m .1 < 10 D_0.5'-D -�o _ 1 ! {� t { a' 25.86 S 26.63 o L-10 26 • N _. ° .. -._ 27.44 55%n r r � 6" STEP a5 26 34 FS ^o FS 28.12 0•. -w. " - `b° 1 a ,, g0 FS , N xo 19 32'a 39 4T FS r„ S 26.41 _ - w -- 25• 41 17 2Q 7 17 FS 26.50 1 ^* o a FS 27.62 F N y _..- _ - - _ - FS _. - - - - - = - 3E 53 01 6" STEP 0 25 a t .._ ... FL 5.24 TC 25.85 FL 25.63 FL 25.72 FL - - _ -- ^ 6 .73_- fl 25'18 I 70G 26.50 TOG 25.79 FL 25. 8 - - - - - 0 8 TOG 26.11 TOG 26.30 8 g 26.50 TC 26.70 FL 26.38 TC 26.93 IN 447 INV 24.80 INV 24.68 V 8 ____. 25.00 B TOG 27.00 TOG 27.00 FL 6.31 5 \2 0 TOG 24.40 .... -- - OG 27.20 8 _ INV __-_ I V 25.12 NV 25.50 c\" 2 259 10 00 TC 25.95 TC 26.25 .._.-_.. �.__._,_-- s - 8 IV2.4 _ s 0 -1 - - 65 '( , T 11+00 TC 2 VIA TAPIS rc 12+00 _ 8 TC 25.78 _ '- - - -I TC 27.1 - C - - _. TW TC 25.86 - ttt��` TC 26 58 -- --- - 32.90 � - 33.90 Tw-C TC 26,15 FG 27.2 ^ TW 33.40 FG 26.8 FL GB 5 0.50% TF 26.40 6.9 5 1 0 �C F 7.5 TF 278.40 Tf 25.90 y --- - - - ----- - - - FL -GB 5 FL -GB TF 26. 0--- ----- --- 27.5 27.00 TF 26.90 - - _- - = -- - - 0.60% - 12.14 0 58.79' 19.93 N _ �T84AC 5 F7B0� .._ Cc_ 27.10 0.5 (^V TW 32.9D bSt 27.2D 1 3 3 F 26.40 1 '! J N U j FL -HP yr o I Ov ~ FS 27.52 F 26.90 3 C 3 2J.60 sE1 g A /-CHIMNEY 27.36 27.40 �! I U (�5.3T FS 7.02 TN°a,,. �o•I 9 /� 21.44' FS a F 6" STEP 2 2 �. - ` J 3 II � V 1' /04 2 N i j '.00 1150 . IL ;I II o PLAN iC 27.74 n n I- ov (I v? a; 1 10• 27.84 FS.84 N= kF1 LOT' B8 0¢ FF }��y 27.59 FS M ^ ...._,� N N P =o FS 1 I A N . ^ J II d .. FS �'.-�. IIO N i _I_.__.__ O,' - ICE 1 G 5 /�L�•'�, ,-/��yyy� r� J . 'a PE 28.4 L= F O N N i 9 E 7 - 2 4 o I SEE 3 ET 4 I PLAN F J2a.o � N 3 � NIE n / 9 ) J B a i M v �� J 1 GF o 41 L=76.00' - Q� I ,v.Eb�2BrtiJ °- iln LOT 79 47:57 s=1.00% 7 17 3 M ° 6.5 %, Z; iN N� 27.5o PE PE 27.0 r" �. °S _ 27.74 ° o, o � I: m __ ,, '1 I d^. o _ E-- 116.76. SEE SHEET; * S 27.65 m� N a N N `i (A}! ato i ui o W! u� j a o 1% 3 27.70 _ °. FS tO MN oxrn `--' I o N + �I ^;� 2 ° v� 5 0o FS CHIMNEY ._ TOG 26.80 M M 25.47 6 2 N � ^JO co 7.G6% INS _1 �1 N o i o ry a Mrn� o_ NI.� _ 'i-, NNE 1' ^N O.� 7 $=1.23% ^ j D.57 ,J� �{ ,687 ° N. ^ !y ,+- 2 N _ 3.9% I Q E TOG 26.90 r TW 33.90 -� -� - F - -- ---- N } , 7.02' 8 INV 25.57 -2-740 32.90 3 107.08 �I --- 4.4% �� 0.6% F�-s-_.� -- TF 26.40 r I I p ° ' F- .. - r-� - -- __>7. 41! TW 33.40 �i -- _ --- _ ° 00 rn 6 58 26.40 LOT 27 7 � n > 1N � m ` 3 TW 33.90 is TF 27.40 SEE SHEET 6 sd r I V B~ I I 7.1 LOT71 LOT 67 I SEE SHEET 6 PE HEE rat j I SEES T-4 rrl � ij zl I ORTEGA DATE CHERI FLORES DATE INTERIM BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA CONSTRUCTION NOTES QUANTITY ESTIMATE ZFOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS)- 9,741 SF 2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,379 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 940 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A SO OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 14 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 14 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1.038 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 14 EA O9 CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 450 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 53 LF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 2nd SUBSTITUTE MYLAR QPOFESS/ON THIS MYLAR IS IDENTICAL TO THE OFESS/ DE q� MYLAR APPROVED BY THE CITY QA �qC Dig Alert �paA LgTe F ENGINEER ON 7 i EXCEPT FOR e� DE 44 m � ;v 9m �m THE REVISIONS NOTED HEREON. `W � �� rO90m �-x rn DIAL TOLL FREE O Rxp.46 8 00 21 Q z C43880 s 1-800-227-2600 20' 40' 60' 80' AM © Copyright 2019 m�qT C / V -<aoL 1.� -- m�q� C / y AT LEAST TWO DAYS MSA Consulting, Inc. F O \F R OQ` BEFORE YOU DIG SCALE 1 "=20' All Rights Reserved F CAL JULIAN A. DE LA TORRE OF CA41F NO. REVISIONS APPROVED DATE BENCH NONE ELEV. 28.23 PREPARED UNDER THE DRECT SUPERVISION OF R.C.E. NO. DESIEMED B APPROVED BY CITY OF LA QUINTA SHEET MSA INC. MARK 43880 $""$ CITY OF LA QUINTA, CALIFORNIA � DRAWDRAWN BY 5 1 REVISED AC UNIT LOCATION ON LOTS 15-17 AND PLAN DESIGNATION >PLANNING> CIVIL ENGINEERING >LAND SURVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET TRACT NO. 38782 - FLORESTA ON ALL LOTS. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN A. DE LA TORRE DATE -� CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF 2 REVISED AC UNIT LOCATION ON LOTS 15-18 & 69 AND THE CITY'S 760.320.9811 msaconsultinginc.com R.C.E. 43880 EXPIRES 6/30/4,T2.1 CHECKED BY BRY ENGINEER DATE PHASE 6 -LOTS 15-20, 69 AND 78 ' its) JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS 1 i N Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG Moll 020' 40' 60' 80, SCALE 1"=20' REVISIONS APPROVED DATE 1 REVISED AC UNIT LOCATION ON LOTS 15-17 AND PLAN DESIGNATION ON ALL LOTS. © Copyright 2019 MSA Consulting, Inc. All Rights Reserved jOOFESS/o, \ h�Q�p�ADE C4l�F` _g Jv 99 Z 14i C43880 m m ZD A Exp. 6-30-19 A r / v N OF CA '4 op LOT 21 PE 28.8 SEE SHEET 4 TF 27.40 _ _ _ I/ OFFICIAL LA QUINTA (<Lp1iFS DATE CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 9,741 SF CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S O2 PLAN FOR COLOR, FINISH AND DETAILS) 9,379 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECTS PLAN FOR COLOR, FINISH AND DETAILS) 940 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 14 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 14 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,038 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 14 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 450 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 53 LF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE VVOFESS/p�,_ MYLAR APPROVED BY THE CITYW( ENGINEER ON 1/22/19, EXCEPT FOR �� K DE 44A F.L THE REVISIONS NOTED HEREON. ,ter 0yp Z Qw C43880 m 9 ('p'r C / y 1 � JULIAN A. DE LA TORRE F 0p CA��F MSA > ,I 4 " ' ' ' > PLANNING > CIVIL ENGINEERING > LAND SURVEYING > PLANNING Bob Hope Drive, Rancho Mirage, CA > LA 760.320.98n mseconsultinginacom BENCH NONE MARK ELEV. 28.23 �"'fD u� TM 0MGT >�AYI810N OF (� R.QF- W. 43880 ISMS 9 APPKUVLU HY LA I Y OF LA UUIN 1 A 7l BRYAN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR.T INTERSECTION OF AVENUE IR AND JEFFERSON STREET PER GRADING PLAN BY A 5 ENGINEERS. 6Y > TRACT NO. 36762 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN PHASE 6 - LOTS 15-20, 69 AND 78 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH. R. 7 EAST, S.B.M. JULIA� TORRE R.C.E. 43880 EXPIRES 6/30/19 GATE �-iS• �O) CFECIC® BY JAB SHEET 5 OF -4� TW t.9 TW 38.30 TW 38.30 TW 38.30 TW 7. 37.TW 38.00 TW 38.10 N 3 .2 1. NG .3 N 4 31.60EX. BLOCK NGEX. BLOCK�j<9 M. TRW TRW 32.30 yyALL TRW 32.30 TRW 32.40 D TRW 32.40 TRW 32.40 WALL TRW 32 TW 34.00TF 0 4 T 26. 2 .0 64.14' 2 27.0 63.00' -- j' 318p 32.20 69.03 6x, - -- FG 27.4 gx 27.4 FG 27.8 FG 27.8 FG 28.1 9 FG 281 _ \a,�! y2• _' �' FG 27.1 0.77f�'ro ti c 0 :8 r 1 0.7 0.80 JM E-- 27.10 n 0 .9X� FG 27 E - .� L-H D rr TW 32.90 N g L-H 27.57 33.30 _H D ^ 9 '�? ;27.'80L_HN TF 26.40 6.80 0 . TW 33.60 0 TF 27.1 � OPT. ®® OPT.29.93--------- - --r-- - s=- PATIO 27 ;20 ' PATIO t _ t OPT. . r % �'O ► t i 28.14 i PATIO A5O 27.74 2 t._1 TOG 27.20 i ,2 i9TOG 26.80 = TOG 27.20 6 2 INV 7 i : ' t. ° 2 6 NV 6.1;zfi € • 6 .4 t'� 27G • . 28.44 ,� ,/ •� �,� �c�0 � ;.> ► � ►� ► CHIMNEY t INV 5. t �'� 6'Np ► CHIMNEY TOG 26 i • TOG 26.80 1 t i LOT 19 HIMNEY t t '--CHIMNEY I �/ p �► 1 g 3 �� i FS t. j '� \, '1 ° ► 26.50 g 6 IIJV ► ► INV 5.47 Kt PLAN 2B-L L=75.00 7 1k TOG t I coy �o FF 28.47 S=1.00X i Ti TOG 27.50 LOT 20 �T } •y�' . 'l QP O 2 26. p INV 1 1"t t. ► L=79.00 7 o to i. INV 26.17 PLAN 3A-R �, U 2 25• ► LOT 18 ,� s LOT ti6 y0 ® �' �► LOT L t t PLAN to-R g=1.007G t PE, 27.8 28.14 3 i - PE 28.51 r /� C1` 'ti F ► At 3 ► ► L=75.00 FF 28.77 1 . \'.► 317 ttt� , FF 28.07 27.65 2 t �t 7 'T T� PE 28.1 xiT N SEE SHEET 4 / x - 0 73.00' FF 27. W) 27.4 t� : t 5=1.16X ° > �6O pp� ► Nio, 7 L- 1.uD-1 271 of : +itt - t R K� ' L=75.00' 7.30 to L 65.00' 27.59 27.58 t i y�,N' • poi io S=1.00X 7 o11 r \�'N 0 6 a'► ► 2 t� ► 7 t� : t 2 28.01 �� L=67.00' r/ O ti r,N �6. O1 �ml a�,: 4► 2 FS t: t S=1.03X 27.10 is i 27.95 i 7 S=1 .00' 2 k. %. �!i R1 ,�� A ►� \ �► 00' ► �t -H t 27.9 i i I ,� ► ► 27. 6 >K L=70. X 7 i� . ► 27.74 (TW 33.30 t _ �.►► s 1.00 7.44 t ► - P 5 FS `-' ' t i 3 2 27.50 t 27.80 t S I: t 27.10 TW 33.30 FL -HP 5 t' / o ` ` > 696 ► ► 1V1 32.60 3 ► �► H 27.36 >K 5 i �i TW 33.60 3 TW 34.00 IV/ �\ \� 1 ► 1 80 t ► It 2 'r�.5.96' t 27.50 I� * -H i� 27.10 3 28.44 2 °� '/ .. \\\ \� s�2' 'I'�' 99 �26p ► 6.80 ?6 -H t t Lilt�� 6A4 �% _ 0 3 TW 33.60 i = i K 27.80 7. V. �1 p 6 1 ` 2 5 2 ► t TW 32.90 3 GF 27.40 t t R 1 5, ('II 9p ► ► Fl- c� IrN 32.90 I ► 2 .40 JFL-H h OF 2 5 i tc� FS 27.80 2 GF 28.10 nit ' 1k \ 10 t _�7.34 GF 27.80 i D=0.4 �. `� 21 26',�► �y 7' �-0•0 0.377Ga �I1 �t� a 4 6.49 L= t� �• �� 2 5 t,►'• A4 8 5.95 . u 'r ?s.79 t It t 10 1=- .�7 11 �� O �p 5 6 �- , •�'► ►� h L= 6.32 0 72R �, /, Nt : i o t t . 4 STEP Ki . o .�. • ry ' �s 6• k - F �1 �► �c,� - J a 10 p N t o, of ao , ,\O ro ' �• , Qe �y6' t G 7 .. 1 ►� • ►at R j <` `Lr° �' p\ \ �� •S ab� ►' 1 M - d• 10 I • • ® '� .. e '� tit f O 25. .6 o L=10 N 27.44 i� rN b 2i ft STEP �o FS 2812 26 3 ad �e `` \` p 9 .� e . �� \ _ .� 5 41.1 ' N F ; kt 17 f 6.41 26.50 = 'f o o FS 2 .62 F� - 80 19 32' 39 47 0.7 / '," _.. _ .... _.. _,...�._..- -_ 6' STEP , �f s 3�'1 �� \ a+ �'� g 2k d► _ . - _ _ ._._ 3.01 ' cy� b Q 1ry 0 '` �\ ti 4 ._.. r FL 5.24 TC 25.85 i F(0 56xj FL 25.63 FL 25.72 - - _ _6 .73 ® _ ._ 18 25.79 ri• '\ O� / -" -t FL TOG 26. TOG 26.30 TOG 26.50 TOG FG �`�� v �� ti �° * `'� 6p > 5 25 25 g0 8 8 8 26.50 FL 25. I TC 26.70 v FL 26.38 TC 26.93 Q� 1 25. 8 I 4.4__ __-.., INV 24 80 INV 4. 25 8 TOG 27.00 TOG 27.00 8 8 .yo ` �+ d 5 2 IPN n-...... _-w._ ._. -.._-. _ _, _.. _.___-..- 1 I OG 27.20 +� 4. 2 II,IV FL 6 31 5.4 s .j.,$ �\> > era+. 5�i 2 9� TC 25.95 TC 26.25 _...... __- `` ,\� ,�.�' •yry \ �� G o. �, k �' 29 25 65 10 00 i _ 11+ o�%`' 'S ` " g 4• j-T t I 00 I TC 26.58 s _ ` 2 a" �ev - \ - �- TC 25 78.... VIA 1 AP��7.._ , ..._.._.TC.._._26.26 _I_ _ - _ 12 ( TC z710 ry �g'1 r r $p TC 25.86 TW 32.90 �- �---- -a _.-.3__. _ _ ... _ --~-. tyy V33.90 °..._ TC 26.58 ... ti _ __.. _.._.. v _.___ 16 P"t 5...,.. 3'�.90 G TW 33.40 .1 .O �. .�O 40 Q 'L .' .. 1yf ... 26.90 C TC 26.15 6� 'L �4`k / ,\O�' k' r _ _ 5 0.50X TF 26.40 2690 5 1 TW 33.40 TF 27.40 ?d.G'•�` 6 •y'S f., / ��J h r CIF 25.90 _ �_ _ _ _ A _ ®__ L- 5 27.00 FG 2 .5 0.60X TF 26.90 _- _ - _ _ 12.1�4' ., o .. 58.79 -� 19.9� a FL -GB TF 26.90 _ e _ _ - LOT 14 PE 28.3 SEE SHEET 7 gy; / O,- : - -�0..5.X-b p, 5X N04> --� `1-ry0 / w .227. L)IC T GF FS 27.52 C, 3 2�°.60 • A N ,••, ry� /wry � ,,/' / r' is � 5.3T .0 21.44' HIMNEY 27.36 27.40 ^. I 6" STEP 2 f fv 4:861[ 3 u PLAN 2 x ! - o I I o IC-L 27. N r 0' 27.84 N x 27 .84 / 74 FF 28.07 27.59 o N ��, UE 1 =0.5'_ LOT I r: ;r 1 LPQET : N 1 0 � I N ii PE 27.4 •dA .. 24.09' e i {` a �.. L=9 PLAN -R a I `� SEE STET 4 so /ryh ryh .1 `° L=78.00' 7 # O a j N ro 27.50 FF 2 a PE 27.0 LOT 79ci 7.57 S=1.04 X 3 �. X # Z►! E--- PE 27.5 i 16.76' .r iv O ((� _ 1 X 3 27.70 ' q� SEE SHEET �+ 27.65 aD �i N 1' E o' iri o �n j a o r. 2 ZX: . `° r� o z rn a �c N 2 t n 2 '� 5 CHIMNEY TOG r+� �I M _ n t o INV 2647� 6 2 7.08X r N 'i N Y N O= ,M L=79.00' . 668X�N a o N J n B 7 5=1.23X p n } -----_-- __0.5X_3.9 '` f3 �' 2 I'C6)T. G 26.90 N TW 33.90 y _ V ne, LOT PE S SEE SM FOR PERMITTING ING do ZONING COMPLIANCE 00k7) ot� - - - FITY�COF �� ES WIATRAK DATE CASTRO DATE UILDING OFFICIAL N AND DEVELOPMENT DIRECTOR CITY OF LA QUINTA LA QUINTA CONSTRUCTION NOTES QUANTITY � RPOS TNuIAT (FOR PERMIT PONLY) OCONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O PLAN FOR COLOR, FINISH AND DETAILS) 1,741 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,379 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 940 LF OCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERM T 4 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND NAILS) N/A O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 14 EA O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 14 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1 X MIN SLOPE 1,038 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 14 EA OCONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 450 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 53 LF NOTE TO CONTRACTOR - QUANTITY ESTWAATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2X AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5X TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. ,tV0E38 j04,f �- DE L4 to F Dig I Alert �, .�► g ' C43880 m fn m RExp. 6-30-19 70 DIAL TOLL FREE 0' 20' 40' 60' 80' 0 1_ 800 227-2600 0 Copyright 2019 aqy' AT LEAST TWO DAYS MSA Consulting, Inc. F OF CALF BEFORE YOU DIG SCALE 1 "=20' All Rights Reserved NO. REVISIONS APPROVED DATE NOW ELEV. 28.23 � MM THE olaecr of APPROVED BY CITY L UIN A CITY OF LA QUINTA, CALIFORNIA T M SA N U L.T I N MARK 0 43880 s 5 1 LOGATM FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. I NIATUM `-. MAVM �- TRACT NO. 36762 - FLORESTA > PLANNING > CIVIL ENGINEERING > LAND SURVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET Nis JULIAN A. DE TORRE �� LZ CONSTRUCTION PHASES 3-9 PRECISE GRAD�IC� PLAN of &01*1 oa-� 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 B N MCKINNEY DATE 760.320.9811 msoconsuitinghw com � �9 CITY ENGINEER PHASE B - LOTS 16-20, N AND 78 JAB / R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST S.B.M. SHUTS I I I S E SHEET 7 1 10 'As7D 1151-, SEE S SHEET 7 I I OT 81 PE 25.8 0 TEGA 1 DATE HERI FLORES DATE I I PE 25.6 I I PE 20.0 I L BUILDING OFFICIAL PLANNING MANAGER I I I LOT 79 CITY OF LA QUINTA ITV OF LA QUINTA SEE SHEET 7 PE 27.0- n I I I - - - - TW 32.90 .2 ---------------� L -- --_-j L------- __-4 N TW 32�� 1W 32.40 TW 32.40 TW 32.40 TW 31.90 3 TW 31.9090 .4 TF 25.90 TF 25.90 TF 25.90 Tit 32.90 - - - - - - 9Wj290- - - - - - - - F I 4.80 Toi oc F 26.40 TF 26.40 72.77 FG 26.1 F 62.74 '� FG 26.8 FG 27.1 64.87' FG 27.1 0 6R FG 26.5 FG 26.5 FG 26.8 6 507' n �--• t- p X 3 TW ;25.20 26.50 3 A 3 TF 26.40 o a o 25.80 '--�" -� - TW 32.40 A n TF FL-HPc .0 Xm .m 2 4 y aZNNro 0 Lq :� n 0./x 0 2680�NIN FL -H m n N ✓,g O.B 28.20 �I 26.99 a� f TF 2590 _____GPT. � ^ TGG 25.90 PATIO 6.78INV 4.57 6�I�1K-2 6 TOG 25.50 K."26.8 OPT. j41"TOG 26.20 1 � 2 6 4 •26 y0 26 44 Fi I HIMNEY i} `�2 PATIO 6 I 3X IN�G 2 67TOG 25.90 }I 6.20 6 TOG 25.50 II 398 5616'00' S -6®I II 2w NV 4. �: .'27.2 I N INV 4.17 -:,ppR } }I 7 2C,wmw IIL it INV 4. Ffi'27A7., S��CHIMNEY 2744 FS 79.0% I 6 S-1. 7 I I` /^ 2� 76 I1 I - 3 PLAN 2AR =7000• I' II TOG 26.50 6 L=73.00 7 K�} ( LI =1.W% 7 I INV 2 .17 S=1.DOX m,l LOT 78 o Im .i ` L6T 74 1 'I I.I II .I o- o PLAN 3A ^� 3.4' k�l I PE 26.8 27.14 I. 11 3 �LO'f 77 I. m SEE SHEET 5 T I of ��'JS I PLAN 9C i PE 27.4 Tim � �7� l 3.93' I: :I �. I I 7 L=76.00' / 2 � Ip PE 28.1 PLAN 1B -✓ S -100%I F 2LZL a :I L=62.00' 26.30 ®� L®b I?? tl E6'27ALi Kc �I A . v I iro i II h1 I I PE 27.1 Ip }j 7 S= 7.14% F 2 - I . "') 26.75 PE 28.5 L-65.00' 7 pit K L of .Ic I I o II L4J S=1.00% :Im 2701 11 .I 27.30 I. 26.69 l0 2 I I i}' /A�_ o cc o K� 2 If' ?1 _ 26.95 I: 1 L=67.00' 3 I L� n c?m"?a rl S I. .I 2 it I_� 26.98 i? :11 7 S=1.00X 27.26 I =N 25.80 K 26.84 TF 6411 N n N Y I 5 3 TW 32.40 I I , 26.68 ,�- I' I FS I I S TF 26.40 NI FL -HP 26.44 F 26.40 -s FS 26.20 1' I TW 32.40 3 j 2 26.0 I: 3 TW 32.90 1 - `�✓� I }I 25.80 TW 32.40 2 5 FL -HP 1� I 25.90 y� 5 L_ IT y 26.80 27.44 _.--s 2 5 L- HP i s i 25.4 3 26.42 I. 26.50 IK a TW .40 .I (rL-H K 26.80 U } 0 TW 3190 K 26.38 '< T 1 32.40 I :I L-HPy N1. I' II 3. 2 I. 11+00 I _ _ I- GF 26.10 I I 26.20 FS 3 ^ FL -HP !` - I FS 3 GF 26 80 o FS 26.80 ( I q = la L -H GF 27.10 rill -'� 1 1 '� 1 1 -1 1 '\ .1 '� 1 1 1 1 7� I- 0 25 $ KI GF 26.50 c 59 Ir IK - TW 32.90 1 L709 �N a " �Ii o I: YiY I� 6.55' 45 S EP7 i. F 2 90 K. DL 0.64 o F5.58 6.5' 2 x. M- I m - - - - - - DEMOLITION NOTES QUANTITY ESTMAATE m K 0.74% m m 595' o n e X16 ce o K fi.4' 10 N 1 K o MI U L Y� 1 9 1 __ Y n 4.68% N 6.8T 1 0 1 N n �1 'm x Vi FS 26.12 r Im m t N n4 �- - m 25.54 FS 27.12 K 2593 rn PROTECT IN PUCE A ❑ P N/ 1 W I �- 2 . as 24.94 S.�D-02'70 S FS ( 2 6" STEP L:70' - 25.46 0 26.00 REMOVE EXISTING A.C.AC. PAVEMENT 7 SF J 7" STEP n m 43.01' X5.00 25.14 S5 3 41 89' ^ 18.59 17.27 ^ 25.75' _ � 62.10'! FS_ 9.03' 2481' FS,� t ( )`� �3 REMOVE EXISTING CONCRETE 29 SF ) 3 '.IX. DRIVEWAY TC 24.57 FL 24.32 FL 24.38 FL 24.52 FL 24.61 4j0:50Rj FL 24.84 TC 25.48 , FL 525.)31 FL 25.38 TC 25.92 I TC 4.63 TC 24.90 TOG 25.70 FL 24.92 8 TOG 26.00 10 D:0.5' TC 2 .71 TOG 26.20 B �9 SAWCUT AND SMOOTH JOIN 7 LF ) 10 3.8T INV 4.17 L-8' INV 4.44 TOG 25.20 INV 0 - 8 23 _ - TTOG225.50 8/ ' \ INV 23 9z 25.30 OG 5.70 8 TC 25.61 OG 26.00 8 10 REMOVE EXISTING CURB AND GUTTER 7 Lf / - I- TOG 25.10 11+04.4 11 pp TC 25.20 1 INV 4.11 2+00 - INV 24.50 1 - 13+00 7C 25.55 co t- TOG zs.6o VIPs JIMIENO r i m i i r r TC 24.88 FL 24.52 12 8 INV 23.7 TOG 25.80 TOG 25.80 26.10 Q FL 2 5 e TOG 25.10 n 11+01.68' 11+07.96 �' T 24160 6 FL 24.92 a INV 4.74 INV za.3o 8 za.ga 8 CONSTRUCTION NOTES QUANTITY ESTIMATE TC 24.64 INV 2 . FL 24.49 FL 24.33 JOIN E%. TC 23.03 TC 2s.31 TC 25.39 FL 24.99 - FL 25.12 FL 25.20 O.SOR- C 25.69 FOR PERMIT PURPOSES ONL 4 O.50R FIE. EX3 TC 25.09 15.22' 14.56" O CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECTS 00 69 -4 AS' 24.95 - r - FS 26.82 38.03 25.6 25 74 25.82 69.00'. PLAN FOR COLOR, FINISH AND DETAILS) 2,417 SF 3. 9' 38.29 22'44 FS 26.24 S FS o CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S FS 26.41 25.4 6.31 O2 y - 25.11 13 7" �p K ` PLAN FOR COLOR, FINISH AND DETAILS) 2,691 SF m K ' FS_ o vi 6.80 5 3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE ) m ^ Y m I L - HP O LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,095 LF m 1 R o K 7.74' 10 m ,n I o m S 4.86. �^ �� N t 0 ,, jN 26.2 - N : IK N m m `# N I O CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT LOT 72 357% N NI IKN� m 1 ogD70. K 624 D-0.4 D=0.6 L TI.- I. , 4 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 86 LF _ �p L=8' GF 26.80 '^ Im GF 27.10 FS 27.10 I� TW 33.40 8.11 tia - `v ,i 32.40 - 2 26.50'i 26.80 5 TW 32,90 TF 26.40 O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 315 EA o I TW 31.90 3 GF 28.10 I i 26.10 q 2 i' I 25.90 5 L -H 1 FL -HP TK n� 3 F 26.40 I' H It I 5 K 1 ,I 27'14 6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO 3 15 EA I 26.07 "i 5 25_8H i` FL -HP 2674 Ii I 26.50 S O I. 5 2 9 \ TF 25.90 I TW 31.90 FS TW 31.90 1' i FL -H 36.96 bI 27_29 T44 Ki TW 33.40 O7 INSTALL 4" PVC (SDR 35) PIPE AT 1% MIN SLOPE 1,078 LF 5.60 2 TW 31.90 K n 4mK FL -GB 5 26.44 3 4 .65 'i 265840 3 3 2 26.10 oi� ,i 7 L=67.00' �I S �i 7. 9 Lq TF 26.40 �N to K 28.28 { 5 R -HP I: I 5:1.15R 2700 11�/-7��\� 2 �(9]� (42 I O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET N0. 315 EA 26'29 ^� l� �I '�,Q 2 26.61 1 FS L�A� 1 3 1 9 CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT �jm - It Q LOT 7Y Ip73I 483 "'iii_ 'lo) 5=16195 3.4' I,� `oq 1 O (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A ( 25.80 L-76.DO' o ' FE 27A7_ \ 'CO'f 7Q � F 2 1+ I 8.35 1 7 ©4 3 1�� PLAN 3AR 1 7 I 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET N0. 3 61 LF ,� I` HP L-eo.w' l0 5-1.14% I: 1 PE 26.8 t'�R 1. PLAN 1CRI 2Q L- LOT 73 }-70.00, 7 -}I LOT 69 1 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 7 SF / PLAN iC T=t.ppR 7 KK�(II it 3 ` TOG 26.20 6 - HIMN 11 FF 26.77.. 08 IIPLAN 96' L-72.00 7 1. 1 yi QFFi 2ZAL 5=1 OOR ti. 3.f SEE SHEET 6 INV 4.87 CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. 1 PE 28.1 1 � 5=1.00% I' s HIMNEVIi PE 271 -fC EY �I PE 276 l 12 N0. 200. 230 AND 231 7 LF 1 3.3' TOG 25.50 .1 �•4 26.74 27.14,/ 7 i� TOG 26.50 - Ij / + 1 P TOG 26.47 I. Q O CONSTRUCT DRIVEWAY (WIDTH - 16'), PER CITY OF LA QUINTA STD. DWG. c fi INV 24.1 _ I� CHIMNEVI[' 2�7. °•.�� T-6 TO 26.20 I` 8�y� INV 2517 6 6 INV 25.14 I' 13 NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 B SF WWIEr-� 1 c 26.44 2 e ii' ro a z `. i LOT 72 I .I TOG 25.80 2 630 1 26.9D " 0.e9' �K 6- oc z .79 a oPr. YW 32.90 FS ii= DRIVEWAY DEMO fm o PATI N 6 - n _- las' NOTE TO CONTRACTOR -QUANTITY ESTIMATE I INV 24.47 F TW 32.40 r N 2 i I PATIO MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE SCALE: 1" = 20' PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY In no 26x7 HJV TF 25.90 m A / 25.90 26.80 N ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE N mLLF 588 0.6X 3 5_009 plc FG 26.4r TW 90 3 0 26,1/ FG 26.8 To6_5ry o �.g/�L-H 0. ,/1 {µ 33.40 HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION TI COST PURPOSES. MSA CONSULTING, INC. SHALL NOT 'c TF 25.40 0 8R N FL -HP o _ +O.6X F- - - N D FG 2fi e FG 27.1 G 27.1 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME 11, hdAXA _ 26.40 3oi �. OF CONSTRUCTION 8 NOTE REGARDING GRADES 7 r FG 26.1 FG 26.1 TOP UNLESS OTHERWISE STATED: 'n 68.85' J J J / / J - TW 33.40 68.64' TW 33.40 -Til 33:9B� ,�.J3� -/ /TW 3.9 m TW 31.90 TW 31.90 TW 31.90) TW 31.90 TF 26.90 A TF 26.90 TF 27.40 TW 3390 LOT 68 vi 4 25.40 LOT 86 LOT 67 .40 SEE SHEET 4 FINISHED GRADE AROUND BUILDINGS = PE N L _ SEE SHEET 4 SEE SHEET 4 PE 28.4 u PE 27.8 PE 28.1 PROJECT NOTES I- 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS h SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT k CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. Dig � Alert tiO R.r 'C DIAL TOLL FREE 1-800-227-2600 3°' 40' 6 AT LEAST TWO DAYS BEFORE YOU DIG SCALE 1"=20' MEN NO. REVISIONS APPRovru DATE =REVISED AC UNIT LOCATION ON LOTS 72, 73 AND PLAN DESIGNATION ON ALL LOTS. 2 REVISED AC UNIT LOCATION ON LOTS 70-75 AND THE CITY'S APPROVAL BLOCK. m Copyright 2020 MSA ConsultlIn Inc. All Rights Reserved MSA "- INS PLANNINC> CIVIL [ NC INCI RING -LAND SURVEYING 34200 Bob Hope Drive, Iden: h„P,,ic C'\922'/0 960.320.9811 msaconsultin9inacom C43880 Exp. 6-30-21 r y \ �° OF CA\.\Fol NONE ELEV. 28.23 .... . -,..._ ._ ..... n ..."_.. . 43880a --,..,_�;- n -, ".,... .., N MCKINNEY DATE CITY ENGINEER FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE AND JEFFERSON STREET PER GRADING PLAN BY AMIR IR ENGINEERS. DRAWN BY BMB JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 DA pl Z�J CHECKED BV IB JAB R.C.E. 49418 EXPIRES 09/30/20 3rd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE VVpFES9/py MYLAR APPROVED BY THE CITY ENGINEER ON 1/6/20, EXCEPT FOR ��T Y4 r. DE Lq♦c R THE REVISIONS NOTED HEREON. © J Ng = w � C43880 m JULIAN A. DE LA TORR E q,e °F CA\-\QOQ CITY OF LA QUINTA, CALIFORNIASHEE TRACT NO. 36762 - FLORESTA OF OF CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 9 PHASE 7 - LOTS 70-77 \ SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEE LOT 82 P4 LOT 81 sEEOSHEEOT 7 '' SEE SHEET 7 'SEE SHEET 7 PE 25.8 I j I PE 25.6 LIPE 25.6 LOT 79 ~' f ® 1 A ? I SEE SHEET 7 IMiI - PE 27.0 TW 32.90 m I I TF 26.40 n I TW 32.40 A TW 32.40 1W 32.40 A'TW 32.40 f I TW 31.90 3 TW 31.90 F 25.40 TF 25.90 F 25.90 TF 25.90 TF 24.90 301 3oi . TW 32.90 TW 32.90 I F 24. TOP OP TF 26.40 TF 26.40 I _ I 7T77 FG 26.1FFG26.5 62.74' FG 26.5 FG 26.8 64:07' FG 26.8 FG 27.1 64.87' FG 27.1Tyy 32.90 �% 3 TW 32.40 26.50 3 3o; I; Q -� a. A rp ��o ' 25.80 - ' y n TF 25.200 L-HP A '"' 07% TF 26.40 �m.o0�FL-HP m 7 N 0.8 N 0. V o TW 32.90 26- o08�NaM .N.-{ N .0 ✓ 26.99TF 25.90FL-HP .9 26.20 V O FS 'Y ,�___N FL -HP it N 111 PATIO TOG 25.90 fi • - 1 6 �� I I i 6.78 INV 24.57 OPT. F. I I PATIO 1 2 6 TOG 25.50 OPT. 1127.14 4 26.44 INV 24.1 i i `�� F 2 PATIO a FS - 6 TOG 26.20 j 6 TOG NV 25.170 I TOG 25.90 I TOG 26.20 6 2 INV 24.87 I: I 4 j ,FS -• iT Tl 6.88 26.84 6 INV 24.57 I I I INV 24.87 I I 27.20 - ;�44IT L=79.00' FS �. T .I FS CHIMNEY T TOG 25.50 CHIMNEY I INV 24.17 6 5=1.00% 7 i? T 3 L-76.00' C ` TOG 26.50 L=73.00' i �"-, I 11 7 S=1.t4% �I �I 3 PLAN 2AR=7o.04' II s = 7 �I LOT 78 'I� TI L 74 I' B 2 �;T ., 1 F2Z.47 s=1.oa% 7 it Ti NV 25.t7 .00% of a0 I SEE SHEET 5 o PLAN 3A , 3.4' PE 26.8 27.14 o+ I c 1 ! 1 �0 �113 I I' 3 PLAN 3C it 9 PE 27.4 N ,I� Ib\ �,�M P'di71 3.93' pi.: .I' I 1 L=76.00' FS .,,,�h27t7Zr`,1 I o Tio PE 28.1 PLAN 18 �^ 7 s=1.00% F o :I Q iT I " •.F&*27/47.„++ �� ?i at B �i: IN B PE 27.1 L=62.00' 26.30 i'� j I �i 7 S=1.14% FS 2 ®I .: 1 26.75 PE 28.5 L=65.00' 7 01� R° 27.01 � ", 01T .Ip 27.30 ® 1' Ioi S=1.00% I I01 i. o FS 26.69 10 2 FS 11 FS 2 d of �. I S T1 26.95 II L-67.00' o M C �� FS 2 1T 26.98 7 27.26 TW 32.90 N N N V I' TI 25.80 526.443 TW 32.40 i 26.68 F6.84 i i F i� : i S=1.00% FS TF 26.40 NI FL -HP F 25.40 I TI 26.20 I' I TW 32.40 2 1: TW 32.90 1 _ N�O�i it TI FS 5 25.80 j TW 32.40 3 2 5 FL -HP iT F 25.90 03 5 F6.SHp it :i 26.80 27.44 3 TF 26.40 2 FL -HP 25.40 26.42 =. jI 1 TI FL -HP FS �� 26.80 - 26.50 B IQ 3 TW 32.40 A . I TW 31 90 GF 26.10 j 26.20 26.38 `� FS ry� 32.40 i L-HP y N JJJ F 25.90' 3 5 2 L-HP �I . 1 F .D=0.5 0 25.73 - R I. FL -HP pg 3 TF 25.9 j� I� GF 26.80 ' F I� i I FS 26.80 � I GF 27.10 MI L=9' i �I I rn p FS 26.47 o P /FS�'o NI GF 26.50 y a 6 4" STEP i. F 25.90 0 28.58 0 10 N 1 II �, p o+ - L=9��'- FS - 1 'd I0 10 SP 1 I " ° fl .e 0 I w I' I 5.95' c� l: v1'� gg N 1. .162 5 E. I 8E 6.4' I • 10 N 0 1 NN 7 \ b�°. N N I' IN �° ,fin 4.66%- U' N 6.67' 1 Op 1 .� --••I 1 K) ?� > I N I p� FS t 1 N 1 �- 00 25.54 FS 27.12 vae 25 93 b n - o 26.12 _ I F z I 7• FS 25.62 24 94 N `� 5. 4 p=0.2' 10 FS FS 26.57 m _ ° _ . 7" STEP I1 TC 24. - - 9.03 24. 1 FS 5 3 - - - _ FLS 24.84 22 25 75 6 .10'� F$ I O I 6 STEP ;o �FS , a L-10' - I _ 0 25.46 -�� 55.00 '- i25P14 41�89 18. 9 1,�,... - - _-_ - _ _ - 1 C 25 48 TC 2512 v - -�( 57 FL 24.32. FL 24.38.. FL 4.61 " FL 25.31 FL 25.38 ; ( TC 24.63 FL 24.52TOG I ( I TC 24 90 I TOG 25.70 FL 24 92 6 NV 4.17 10 DL 85' TC 2 .71 - -- OG 24.44 8 TOG 25.20 8 8 INV 23.92 I ( I TOG 25 20 NV 23 70 _ �_ ---- TC 25- _4 TOG 5.76 TC 25.61 OG 26.00 Q I INV 2 .38 - "i TC 4. INV 4.11 8 2+00 INV 24.50 8 _ 13 00 �% y __ __ r TC 4.88 I I- TC 25.20 VIA A " ENO II TC 25.55 TOG 25.80 Q ( I ( FL 2 25 8 TOG 25.10 T NV 23.6 - TOG 25.60 _ _ „ TOG 25.80 G 26.10 TOG 25.60 8 FL 24.92 8 INV 24.14 INV 24.30 8 24.47 8 ( INV 23.37 g NV 24.10 { TC 24.64 FL 24.33 FL 24.43 INV 23 75 TC 25.31 TC 25.39 FL 24 99 - s - - - - - - v TC 25.89 - - - (24.5 TC 25.09 - 1 L 25 _`25.2 0.50% _ v - _ 4;58 -., 47 j85' `._, 24.95 .? _. + .�.. 4,� - F 6.82 38.0 - F35.6 I '� ,I F35.74 % F69.00'i` \ _ 38.29 25.13 22.4 FS 26.24 gg J L 24. 7 25.54 - -"- 26.69 I� ( 70 FS Aq FS 'M' 7" STEP- 0 - -� FS 3 1 ABC rM�• I 1 OWD FS O 1 uR A n l 1 N ti a6 1 �aF 7.74' 1 i 10 �� 26:2 ' N I: i N m •I <i F6-8H 5 (N o c N °Dl: I M 10 D=0.6'caN P �I m FS 26.77 u rn o g) o ro ®3�% � l Ie 8.13' FS 26.40 8.18' D-0.4 FS 26.77 - iT Tin GF 27.10 4" STEP 3.40 uT / 04 (I r( N TW 31.90 • 6.05, n TI F 8.11 II`* t� GF GF 26.40 G FS 26.07 . L 4" STEP TW 31.90 I 5 It ti TF 25.40 3 rr 28.10 1 26. t 0 3 I : 11 7F 25.9027.14 26.07 • 5 25.80 j� FL -HP 5 TF 25.90 ua 26.10 I a 26.50 5 TV I ' FS FL -HP TW 31.90 3 5 0� FL -HP iy I FL -HP 25.60 2 FL -GB_ 5 26:44 3 TW 31.90 1 T 25.40 j I TF 25.40 26.58 26.55 FS n 3 I" y o i� . i 7 L=1 15% J6,0 I 1 f1 d FS 8f( FS i 1i FS 27.00 'Z i 11 26.29 I II I 2 26.61 - 4.79' II i FS FS 2 ly ' I y I i 4.82' 3 " FS i WIC I PLAN R I I FS 5.43' 1,I.. :IR L=76.00' I Io �,�73.00 7'"•"'_ Iy 25.8 ror p 4O'r- L=80.00, i" 0 7 S=1.14% 26.74 PE 26A =1.00% 1 �Y PLAN 1C=1.00% 7 �I �' ko FS I I �� FF B `Oi,�I� L-72.00' 11:ITZ L" 61 PLAN 2B = 7 INV 24.87 PE 28.1 F ,�j,QZi S=1.00% I1 3.3' 1 -P 26.4 CHIMNEY it J.1 227.14 3 CHIMNEY } 6 TOG 25.50 y 1 r y �� aO-I EY If- INV 24.17 is IjJ 2%' TOG 26.20 y f O 26.44 5.51' 2 6 TOG 25.80 E" 2 6 INV 24.87 v N Ie FS I INV 24.47 I 25.90 8.27' 10.89, I OPT. OPT26.74 o PAT 0 2 `� �N . i FS FS 59 f .- PATIO - -_= 26.27 TOG 25:80.6- -' TW 32.40------- -_- 00 A r J;i0 0 25.60 0 INV 24.47 ,q f�' TF 25.90 26.50 I FL -GB 5 N FS o TW 31.90 26.10 r FG 2 .4 / !� FG 26.8 FL -HP N MNNI i �.,� 4 TF 25.40 FL -HP = o0.6% 301 3 25.80 3 TOP FG 26.4 -u --�:_ FG 26.1 FL-H FG 26.1 gg•g9 .� 68.85' ��. 6864' TW 31.90 TW 33.40 11N 31.90 TF 25.4 I TF 26.90 00 ` TW 31.90 TW 31.90 - TF 31 0 !' I I TF 25.40 TF 25.40 LOT 86 - - N SEE SHEET 4 L - I PE 27.8 26.80 /�\ FL -HP �a 3 TW F 32.90 26.40 TW 3 is TF 255.90.90 I I 23-FS'28 27.25 A FS 2 2 27.31 3 FS-.: 2 C ❑®��: IWO S=1.15% 27.44 3.4' I. o B LV 1 FS PLAN 2C }=70.00 7 LOT 69 Jay S=t.Oo% is SEE SHEET 5 PE 27.1 CHIMNEY I PE 27.5 TOG 26.50 6 NV 25.17 2 6 TOG 26.50 27.44 INV 25.17 1 FS • 7F_74' 27.29 �� 6.94' W 32.90 2680 ? I .90 FL -HP F -250;870 . _ 0.77> .. TW 33.40 27.1- FG 27.1-� TF 26.40 301 TOP 62.39TW 33.90 133.90 T 2 .40 27.40 T N 33.90 LOT 88 LOT 67 TF 27.40 SEE SHEET 4 SEE SHEET 4 PE 28.4 PE 28.1 CONSTRUCTION NOTES (QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,417 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,691 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,095 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 86 LF O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 15 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 15 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,078 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 15 EA OCONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 52 LF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE, INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. OVED FOR PERMITTING RTEGA IM BUILDING CFFICIAL OF LA QUINTA DATE 1 FLORES NING MANAGER OF LA QUINTA 2nd SUBSTITUTE MYLAR QPOFESS1pH THIS MYLAR IS IDENTICAL TO THE QVpFESSI% 40 DE -4( MYLAR APPROVED BY THE CITY DE E4la <L ENGINEER ON 7/30/19, EXCEPT FOR �gro9 Fi D i g A I e r t CO 9m Sim THE REVISIONS NOTED HEREON. m w C43880 A Q w C43880 m DIAL TOLL FREE O R� Exp. 6-30-21 1-800-227-2600 Q' 2G' 4D' 6D' s, �, mr �, 111111111 © Copyrighf 2019 9p y Q� 9r Q'r AT LEAST TWO DAYS MSA Consulting, Inc. R OF CAS-\FO F OF CAL\�0 BEFORE YOU DIG SCALE 1 "=20' All Rights Reserved JULIAN A. DE LA TORRE NO. REVISIONS APPROVED DAT BENCH NONE ELEV. 28.23 PFEPAFED UNDER THE DIRECT > "'EM OF i�.C.E' NO. DEWNRONNMB APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET CONSULTING, 9 I �` w,:. MARK LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. DRAWN HY t REVISED AC UNIT LOCATION ON LOTS 72, 73 AND PLAN DESIGNATION > PLANNING > CIVIL ENGINEERING > LAND SURVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULI AT A. T 4DATE sZO CONSTRUCT ONC PHASES 369 PRECISE GRADING PLAN OF OF ON ALL LOTS. JULIAN 3 DE LA TORRE DATE 9M8 9 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/a•9' 2.1 I ��ED By BR AN MCKINNEY DATE 2 REVISED AC UNIT LOCATION ON LOTS 70-75 AND THE CITY'S APPROVAL BLOCK. 760.320.9811 msaconsultinginc.com i�%3/�'� CITY ENGINEER PHASE 7 - LOTS 70-77 (!!` JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS FOR PERMITTING Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. ALL LOTS. I I 1 I 6" L -- - _ r ETC 24 5; T / r � LOT 78 SEE SHEET 5 PE 27.4 I -___ TOG 25.10 8 v -- - TOG 25.80 TOG 25.50 1 G 26.10 s 8 CONSTRUCTION NOTES QUANTITY ESTIMATE - ' - - _ TOG 25.60 TOG 25.60 8 FL 24.92 8 INN 24.14 NV 24.25 24.47 r 1 FL 24.25 a NV 23. pp 24.10 FOR PERMIT PURPOSES ONLY / / r TIC 24.64 INV 23.37 OGFL 24.43 8 INV 23.75 TC 25.31 FL 24.99 FL 25 12 II_FL 25.2 O 50% TC 25.89 / FL 24.33 TC 25.39 I 0.50% FL 24.51 TC 25 09 _ - _ _ -..�- - - T5:22'. 4,Ss` g m. _ _ ' _ _ _�. - CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S ----- 900 - - 17SF / --- _- - 38.0 °' I 82 ^1 ! OO PLAN FOR COLOR, FINISH AND DETAILS) 2,4 i9 47 85 E 24.95 r 25.6 25.74 25 6 - I 6 22 44 FS 26.82 FS Fgg = i CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S %6• FS ' �' 9' 38.29- ! 25.13 FS 26.24 ._ ---° - 26.69 -- "-- -- 2 24• 7 - FS N 7" TEP (2 .54 >K - �_ O PLAN FOR COLOR, FINISH AND DETAILS) 2,691 SF _ _ 26.00 M 3 _ CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE 25.53 ° ° FS 0 1 * I m K a 26.80 O LANDSCAPE ARCHITECT'S PLAN FORCOLOR, FINISH AN DETAILS) 1,095 LF fO 1 R . vi 4 ° 7.74' I 10 ao n I o 1 v i 5 F D o ° c 26.2 ° a "I a �r FL -HIP CONSTRUCT PRECISION BLOCK GARDEN RETAINING WALL PER SEPARATE PERMIT ti -3.57% o h1 n 1 1 M ' - I: 10 K- - '�'� �' �`° - > FS 27.10 LANDSCAPE ARCH LAN / L FINISH AN 86 LF Ni :1�0 8.13'.. ¢i� FS -.0 8.18, I D 0.4 0-0.6 `� ,°I� �i'- FS O (SEE NDSC ARCHITECT'S P FOR COLOR, Fl S D DETAILS) 26 77 w m•3�% 6.05. ° O = MI i q GF 27.10 4' STEP TW 33.40 J �I 6.07 L-8' ,. GF 26.80 I. I TF 26.40 5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 15 EA F 8.11 26.80 TW 32.90 #...: _ O TW 31.90 1 GF 26.40 4" STEP I I 32.40 2 5 26.50 I I FL -HP 5 �?e 3 F 26.40 TF 25.40 3 GF 26.10 T 2g 1p 3 TW 31.90 I: �I TF 25.90 27 14 FL -HP O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 15 EA 26.07 r} I FL -HP 5 K TF 25.90 I TW 32.40 TW 32.On 3 T 25.80 1. � v FS I 1 3 I Z 2 5 FIL 5 26.10 I'I I 26.50 5 3 TF 26. 1 TW 31.90 3 ci -HP 1: y1 -HP 00' �� FS 96 I 2FS7.28 27.25 TIN 33.40 O INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE 1,078 LF 25.60 5 2 3 TW 31.90 I TF 25.40 FL -GB 26.44 TF 25.40 1 26.58 3 1 L=67• Ij FS 1 26.55 1 I 7 5=1.15% 2 I. I 2 I %. ,� d 8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET N0. 3 15 EA to FS K� 2s.28 I : I I FS FS �,I 27.p0 I * :1 27 31 "• '' O 26.29 .i 2 26.616.1 1 s`I,� li ;. of - -- CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 3 F$ �j� I ,ter M. 73.00' 7 0l. lie 2 I -� O9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 26.38 �L. 1 n.1 2 NI: �1t� (PLANv, 1.00% I. .1v? L=76.00' I �F o� FS 1` 5.43' ;I ;! \ nL=76.00' of to �Ed2Z/1T T 3 1�, Ii� 7 S=1.15 2744 �� 0 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 52 LF 0' 20' 40' 60' 80' SCALE 1"=20' REVISIONS I APPROVED DATE © Copyright 2019 MSA Consulting, Inc. All Rights Reserved G, ��4 MSA•... > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginccom LOT 69 SEE SHEET 5 PE 27.5 LOT 88 SEE SHEET 4 PE 28.4 NONE I ELEV. 28.23 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. I JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 NilDE 4,�20Y v ' 9m A- C w 43880 m Exp. 6-30-19 �T9rF QF CA\.\F' 43880 WS 'A !f DRAI BY we DATE 7-ZS, I BRY N MCKINNEY CITY ENGINEER R.C.E. 49418 EXPIRES C CHECKED BY JAB �J AES WIATRAK ILDING OFFICIAL 3 QUINTA 1st SUBSTITUTE MYLAR DATE THIS MYLAR IS IDENTICAL TO THE QPOFESS/ MYLAR APPROVED BY THE CITY ENGINEER ON 1f22f 19. EXCEPT FOR n38 THE REVISIONS NOTED HEREON.s w � V \ t F OF CAL\F J lAN A. D LA TORRE W11" 1 A CITY OF LA QUINTA, CALIFORNIA SHEI i`3o TRACT NO. 36762 - FLORESTA 6 DATE CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN Cw PHASE 7 - LOTS 70-77 r30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEE PERMITTING dt I Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. 0' 20' 40' 60' 80' SCALE 1 "=20' REVISIONS APPROVED DATE ® Copyright 2019 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC.. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 nmmK*nsuk1Irq w c*m LOT 78 SEE SHEET 5 PE 27.4 I LOT 89 SEE SHEET 5 PE 27.5 LOT 88 SEE SHEET 4 PE 28.4 1* * s ELEV. 28.23 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. II t:� ��tol j I*� i t7,ES WIATRAK DATE NY CASTRO DATE LDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR OF LA QUINTA LOF LA QUINTA CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR —PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,417 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,691 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,095 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 86 LF O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 15 EA O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 15 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1X MIN SLOPE 1,078 LF 80 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 3 15 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 52 LF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520—C-3250 WITH A MAXIMUM SLUMP OF 5' PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. Q�pFESS IN of t4r F j' 0 C43880 m Exp. 6-30-19 mo cA'x c y 7�F OF CA0 �� rmw. . U� Ym UNIL%:T Ur nA;JL Nw. � . U t5T W I Y Ur LA WIN i A CITY OF LA QUINTA, CALIFORNIA "O��-43880 SNWT ,� -�--- DMVM BY TRACT NO. 36762 - FLORESTA JULIAN A. DE LA TORRE a►n LZ-/ CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN R.C.E. 43880 EXPIRES 6/30/19 0 CI AENG ENGINEER DATE PHASE 7 - LOTS 70-77 JA8 I R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5, T. 6 SOUTH. R. 7 EAST. S.B.M. D 54' TF 24.60 25�.30�� 25+6 0r.9'�.. ti� o �- " t=s' - D:7�'- g -rte i - -87F-..`�IT G 26.025.30 f 0.871- m 0.7% n \, 8 .. t- 6' _Fa`iFL-HP I I a { ". .f n 1. T ..•__7G25.77 ? . 25.79H n N ` I 6.17 ��. 4 ` ?6.3 \O ' I OPT " K ® I:I, +. 1,_... I PATIO TN 25.94 K 6.09' A, CHIMNEY (} .00 8 -?N 8 TOG 25.00 I °� PATIO )A _ I I ' � 2 INV 25 10 I. .I / �� T 'VC 3 36 ' I 25.94 !� _ ' ' I I III #_ V 2 7 fi_ 6 TOG 25.00 1 PLAN n. INCH? NEY I� .I � I T OFS PATIO � 8 24.0 P2J 7 r 126.4 C LOT 0 I � NV I� li � I I 25.80 HI r 25.40 � HIMN PE$ 6E Tr G 25.00 PLAN IBR s 181 . i ' P 8 L=70.0% .I W G 23 7 \ I I I19 7 S j _ J }I MASTER BATH r I } o� AI 3.2r rL� iii I� �IvL F�Q.� L=70.00' 7 III 6 WINDOWS 277.00' 3 d 25.94 I. I CENTER AC UNITS n I� 3.31 SAN to 8.97 �,u' 11 14, Lf� �<;q CNiyA, 6> 6 6t> v��• 3 FIF 26.27 I: �I L=75.00 - FS 11 7 L=7400' PE 25.6 25.85 2 Ii 7 S-1.16% a� ` J✓ C I:I S=1.17% 25.79 I }I I pI L=73. I 8. PE 2e-.0 • / 6 T �' 26 li FS II xI I19=1.00R I I� .I L=66.00' I � 15.81 .+1•N.. � I PLAN 3C I .I 11 25.94 x i z P� :I 2 2 zs.1s S -1.00X 7 , Sb op. <� FS F2S5.7B j. 1 25.75 3 is }I �I I / 8; FF 'V 'i 25.30 I' II '25.78 " FFf S III PE 26.7 r .r 26.tg IK 26.J4 r/� pF?B�A? ?I L - HP 5 2 3 TW 31.10 I a }:I L=66.00' 25.90 FS I.i 25.51 24.60 31 50 TW 31.10 3 K 2 25.30 I' III 7 S-1.17% FS 3 I K 25.47 25.30 4.6 Y 5 FL -HP i} 26.04 25.40 25.70 3 TM' 31.80 J 14 Po• /./ /. }I TW 31.10 FS FL -H Kor' TW 31.20 III 'I K FL -HP 25.93 I� -I 2 ? > ,ry•/ l F 24.80 3 < 25.30 ,(, 6 / GF 25.60 I' :I L -HP 3 F 'I 6.8 r I GF 25.60 .I 3 5 2 GF 25.7 ,i I GF 26.00 FS 25.95 I " � � F Bq /,7r 6.02' I I p _4ry0p70 L='emsN 4" 25 3? 6 //i/ // �/n��• • LOT 16m 25.14 N FS 25.14 0 o F5.18 ^ F_ oM 5 25.7 e4 v s h CF? ?6Po p /�� 7 • I 23.98 24.08 24.16 7" STEP ' `Y ^ 24.55 24•� 24.77 o L -H 20.10' 12.11' 29.35 _ _ FS _ FS 62.17^ _ _ S _ 61,29' 21.89 36.89' 2376 FL 23.28 FL 23.46 I Em-�yr 6 TO 24.80 TC 24.32 FL 23.93 24.61 FL 24.15 TO ry ?5. h \ �./ TW 32.10 TC' TOG 24.30 8 FL 23.54 INV FL 24.06 8 NV ?5 518 $ 7 `V r h / QSJ, TF 25.60 FL 23.36 OG 24.90 I20 0• ? TOQ 24. a INV 22.80 TC 24.22 INV 23.11 a FL 23.99 TOG 24.80 TOG 24.30 TC 23.91 8 TOG 24.80 TC 3.62 101 00 INV 22.80 _ _ I 8 _ INV 12 00 /NV 23s 00 _ - I - 23.04 I TC 24.53 p 8 {Tg TO 24.22 VIA CRESPI TO 24.64�- TOG 24.30 TOG 24.30 TC 24.33 TOG 24.60 TOG 24.90 TW 2'90 \ r I \ TC 23.76 8 INV 22.80 INV 22.80 8 FL 3.61 NV 10 8 8 INV 23.17 Ss \ / / 0 FL 3.38 FL 23.46 FL 23.55 0.50% g TOG 24 60 FL 23.87 FL 23.95 FG 25.3 < BO � INV 22.95 TF 24.23 \ T C \ '0 t 49.00 24.08 24.17 24.2353.78' 24.49 24.57 n 61.86 - - /\ SSS 99\ ry X53 AT 24.0 FS (F° L FS . m 255.62 FS 25.41 r ` 0.6 0 pB \ ( �) 25.09 • FS 25.12 \ \ �O• ++ F - d 6" STEP 5% \ \ a o K a K 7.24' -� _- \ \ f ; 1 �I e' �I Fc 27.0 fir' r o yyI m �, FS 25.: {uI' TW 32.90 \ o "� ,c Ir :II m. --r`m 1° 25. Y`I' ?I ^C /F `t? N -0.3 * �r '�� N =.5 L -H li GF X5.80 `-4�"-STEP ITF�2 2i-�,\ \ T- �,?�� sp a ry 0.37% 25"54 7.337• r : Ivl 31.40 7.07 2 s 'u ,.7 0 r GF 25.60 TW 31.40 \ S? m �N .r TW 31.40 I �? FL -H 5 � 2 .3 iII 24.0 3 TTi 25.50 1 m ^ J>x S \ O cp N �li .4 3 OF 25.60 Irl r 25.94 I ji I 25.50 5 I" 2 5 FL -HP III: 4 /_� f0 .I.5_7W 314C in g s _� L -HP x�,i�3 TW`°p 9524.0 1r .88 L=7 r 1rFS I: O S%FS I .-�.. y.. y.. y.. �ry 11 i 25.94 k 25.78 I i I� 2'00' is :I I 2 26.01 Ili l 27.10 6.30 p r ...� r i'•"� 5.80 5=1.02X 7 nI ry FS K �I GB � p 25.79 i 1r 3 j. 1i- H T r yy I CO /T\ :ra L-75.00'1 2 N 32.90 \ i, Z a m I I 4 5.85 F)I' I �� PLAIN C}/�� j i 7 S=1.038 i��a ry F 26.40 FS 2702 x 26.14 \ 7o z 63.00\ 1C 7 L=74.00' FyJ CO /��\ rv� n 25'i s� FFA S- .6 + �I PLAN 2C 70.00. �i 5 STEP \ ® eX eB3i i t16% PE 26.e j I=1.00x 7 L Il 27.34 r. o 28.8 3 1r I TOG 25.00 TOO I r. 11 TOG 25.20 ` •1' L-BS.pp• Ili INV 6 fi 25.00 II 6 PE 268' CHIMNEY 27.34 I I, 5=1.02% 7 I j: 'r I 3• 7 INV 23.67 Irl X3.87 -ill r 11 FS ( i r CHIMNEY TOG I I �I I 2 25.30' . i I ^ , /9V p �s TOG 25.20 ! COT %9 6 2500 r CHIMNEY-��_. I • ,L� A(j 0.18R GF 15' 1a 13 I TOc INV rl I :I INV i PLAN 3 \ = e Io r INV 25.00 7 3. I'I - 25.94 I r 27.00 \ - p 6 25 94 r,-2 i FS 2�S ' 2 14 x 1.85' , FF 27,67 1 7.111q' PATIO y0 II� { PATIO ^�.JOPTOPT. 2599,-^ TW 3290 ��}. CHIMNEY�SPE 207.0 �.20 m rym 1�.N .7 I 11 N _ V, • r I TW 31.40 A.. J I} ~ .I TW 31.40 25.50 n TRW 27.40 X l 270 L-9 a w L --_-" -- - .37-1 0 .fG 156- n --25.30.. -fG 15-8 �/ c 24.90- _ __m TF 24.90. FG TOG 26.40 8 e n� x ego fa-3.vfi%Ia 0.7x`- 7R FG 25.0.83- 073'�C 258 I&i INV 2 .0 2� Nat ^•-il \ { ,n -tom . 0 .. ^ - (n� ED 25.6 .. '0 .. ---T'-- --1W- _ 1 { v FG 25.6 VVT9� _ _ _ _ w r r I 72.77 { o \ I -,r -V' -,TW 31.90 Tw , on TW 32.40 71.14 A TW 32.40 67.08' TW 111Fa 111101%w RT GA DATE ` BUILDING OFFICIAL ITY OF LA QUINTA ( 2 / LOT 79 \ w \ EX. DRNEWAV (I / - 1 I ( LOT 79 ( DRIVEWAY DEMO % / SCALE: 1" 20' �l DEMOLITION NOTES QUANTITY ESTIMATE ZFokM U OSS ONLY l 1❑ PROTECT IN PLACE N/A / r REMOVE EXISTING A.C. PAVEMENT 7 SF ! O REMOVE EXISTING CONCRETE 29 SF r j / ❑9 SAWCUi AND SMOOTH JOIN 7 LF 10 REMOVE EXISTING CURB AND GUTTER 7 LF CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C.DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 3,125 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,999 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 682 LF OCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PIAN FOR COLOR, FINISH AND DETAILS) 272 LF O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 311 EA © INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 17 EA O7 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 1,266 LF O INSTALL BUBBLER SYSTEM (SPEE-O BASIN) PER DETAIL ON SHEET NO. 317 EA OCONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) �A3 JI E.. /� �TRUCT 6�TI IkK p�C.C` 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 36 LF yr J J J "� 11 NySLA`e RR _AILEI,0X ( 12 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 7 SFZL ( 13 NO. OO,230 AND LF CURB GUTTER, PER CITY OF LA QUINTA STD. DWG. 7 } CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CITY OF LA QUINTA STD. DWG. / ( 14 NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 B SF % NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS - PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES FLORES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE 3rd SUBSTITUTE MYLAR GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. T?p*ES8/% THIS MYLAR IS IDENTICAL TO THE VpQ F s/py MYLAR APPROVED BY THE CITY •� ENGINEER ON 1/6/20, EXCEPT FOR4K_UE Lot F D i g A l e r t �/ q J THE REVISIONS NOTED HEREON. m v w C43880 s © w C43880 m OR°C Exp. 6-30-21 � s oDIAL TOLL FREE i•`C 7 i7 1-000-227-2600 20' 40' fi0' ® CopyFight 2020 NT'T AT LEAST TWO DAYS MSA Consulting, Inc. F OF CAL\�Q0 F Op CAS\F BEFORE YOU DIG SCALE 1 "=20' All Rights Reserved G JULIAN A. -DE LAT RE BENCH PRBAIEO LNCM THE DIRECT •UPERVOON OF G8 NO. DESIGNED B APPROVED BY CITY OF LA u CITY OF LA QUINTA, CALIFORNIA SHEET No. REVISIONS APPROVED GATE T�' MARK NONE ELEV. 28.23 /^` SMS _ ___ MSA CONSULTING, I I V LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 43SBD DRAWN BV TRACT NO. 38782 - FLORESTA 1 REVISED AC UNIT LOCATION ON LOTS 13,14,79,80,82 AND PIAN DESIGNATION ON ALL LOTS. 81BI111T1/E ,T -PLANNING- CIVIL ENGINEERING - LAND SURVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET r 7OF 2 REVISED AC UNIT LOCATION ON LOTS 10,12-14,79-62 AND THE CITY'S APPROVAL BLOCK. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN 3 DE LA TORRE DATE 8MB B N MCKINN DATE CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 9 R.C.E. 43880 EXPIRES 6/30/21 CHECKED BV CITY ENGINEER PHASE 8 - LOTS 10-14 AND 79-82 3 REVISED UNIT TYPE ON LOTS 14, 79 AND LOT GRADING. 760 320.9811 msxonsuNinginGcom JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS TW 35.10 TW 35.20 TW 35.00 TF 28.20 TF 28.50 ea TF 28.10 TW 35.00 l! TW 34.40 TW 31.20 TW 31.SD TW 35.10 ITN --- -- TF 24.60NG RW 2 98 0 D TRW 35.80 NG 28.9 �24.80 - -- TF 24.70 TF 25.00 NG 29 6 29.3p" TF 28 10 TF 24 80 RW 0 64.95' TF 24 80 0 TRW 28.50 62.12' TF 24.80 0 TF 24.93 65 54' TF 24.93 O TFW 30�7 0 _ 3 TRW 2 0 j1y TF 24.80 S 4 7' TF 30.10 NG 2 .43 30.1 TF 24.80 FG 25.6 9 FG 25.6 FG 25.6 25.30 g FG 25.6 FG 25.7 9 FG 25.-, FG 26.0 9 T R 2 3p•50 .. D. .. --> .. O FL-NP 0.7% o D 8% _ Fp .7 ✓26.0 % n 25.30 0.9% oo ✓ 0.9 °o ✓ 0.7% 25.40 o ✓ .. .. ; \ FL -HP n of 70 _• N 25.77 0 FL -HP O -�. 26.3 \ I N FS 2 25.79 \ N 26.17 FL-25. HP \ TT FS o01 0 op PATIO " t11I .94 : , TN , 6.09' OPT. i --__ ` ¢ s '.2 PATIO N�• 2 OPT. 9 O PATIO 25.94 I TOG 25.10 '' 2 N 25.00 TOG 25.00 2% 8 160 p� G 36 CHIMNEY Fg 6 E-_ 2 INV 23.77 I' �I FS'34 6 NV 24.07 .I 6 TOG 25.00 1. 3.67 INV 23.67 I -. I-.25.80 2 H.Y `•y1 1r 9> S 7 SO S t �� INV 23.67 lf" ..1 cy�- rCHIMNEY i? s__ �I�"` 25.40 CHIMN -r > LOT 9 G 25.00 6 L=78.00' nl� `V 1 , 1 S o INV 4.07 6 T ? - I V 23.67 7 TI PLAN 2AR I T1 MASTER BATH ®1 I O s' �a Ipe L-70.00' 7 I' g WINDOWS I I L 77.0p' 2 SEE SHE 8 I 5=1.12% 01. 1 TOG 25.t �� o : � PE 25.6t 3.2 �e x� �-F S=1.00% INV 23.7 g I 7 S b ? 60 2 �v a rvO un [0� . 1.00� PLAN iBR' o PE 25.6 T 'SOT 13 . a r °Ni s> s rVA" T 25.94 Ti CENTER AC UNITS 3.31)11 PLAN 1A 8'9 o o yIV, L 7 L_75 00'P2575 ° ° 6' ( BETWEEN L=73.0 n II 1 - FF 7 O y�,. Fyn 2 a0 I� L=7400' PE 25.8 25.85 2 ii 5-1.16% 1 .1� ♦.0 1. I 3 f; �.,$�% 1 1i �� r > (0 26 nY l0 7 s=1.i7% 2s.79 Fs B B 1 s.2s PE 26.0 o s, >?o ' s rp � lI FS I. T1 25.81 of Ti0 PLOAN 3C T S L=66.00,.. 79•25.94 I 25.78 iT 2 FS iI -1 fF�1$i+► 2 �i i22.19 S=1.009°FS J FS I. T 3 1: 25.30 I 25.78 PE 25.7 26.18 h 26.34 5 2 TW 31.10 FS J� FL -HP 3 FS 7 L=66.00' 25.90 TW 31.50 i i IW 31.50 FS i Ali ei7 8 T F 24.60 S=1.17% FS 25:51 TW 31.102 1; 3 I 3 2 - �., >9 r f t,,25.30 F 25.00 F 2500 1W S� ..7 25.30F 24.610 3 5 FL -HP i 26.04 �.ap I 25.70 � 3 F .80 i %� 2 _ _ N ! / 0p } TW 3110 FL -HP F2./ ., �25.30 I�� TW 4.70 1 I FS Be 08' 25.93 D=0. '7 F 24.60 - GF 25.60 FL -HP °✓ 3 F 24.70 j Ti .l- 6 08'60 o 6.8 "!I GF 25.60 3 5 2 GF 25.7 01 GF 26.00 FS 25.95 i� yp TW 31 20 = rll 6,03 0 c.9 u� e5,35% ° 0 1 _:i 7:0°2.' FS 25.27 �1. F 2470 o be I - - 60a43% - o � i 23780 i 6�'02 � L= ,Ii r ) ao i '1,1: ° "v° S ' r N at w a 4, STEP p1 25.40 0 9? m I N w LL 0 7. 16 .3p 3 Ih FS •48 1' N FL HP 10 N 1 4.47% s. t,' (Ii� FS s 32 / o SEE SHE15 ET I -�• 1-_ In F$• N 1 O 1a 0 �� N ry N I� �S 26` ��, ? .S• ' 0 r. �,��Z LOT E 3.90 25.14 4 FS 25J2 25.18 25.2 2S9 0 SF soa I PE 26.6 -- b y S FS 25.14 e N o 'FS 4 68 FS o 5 25.70 ° 67FA C i N /I 23.98 24.08 24.16 T STEP 24.55 24 �7 o 20.10' 1 .Tt' 9.35' FS - _ \ FS 62.12' - - S _ 61 29 I+ + F$ 21.89 AB 6 30 y _ r 36 69' `W ,a--- ----- l- -6 FL 23.28 FL 23.46 - e ; To 24.80 TC 24.32 FL 3.93 4 FL 2419 TO F59 �° ,pr TW 32.10 23'7 8 FS 8 G 5 S A r TC TOG 24.30 INV 22.97 OG 24.90 FL 24.06 I 2520 �.�•8 `V ^ r� TF 25.60 4.3tl FL 23.36 8 FL 23.54 $ NV 23 ' ,;,0' 25.70 / TOG 2 8 I INV 22.80 TC 24.22 INV 23.11 FL 2399 TOG 24.8047 �� -eo• r -- g - s-- / - - -s-- -- -s TOO s-..1, +NN 23.30 e TC 24.8 ° F� T 24.30 - _- s / \� TC 23 62 10 00 8 IN 22.80 TC 23.91 11+00 8 INV 23.04 TC 24.53 2a ;lN� 23 �2p - TC 24.01 To 24.22 VIA CRESPI � TC 2�.64 _ �2-�� p � s;; � I ESTIMATE CONSTRUCTION NOTES QUANTITY -. -- -_M.- �__. -__- ____ _-- _-- __- _- - _-,_- __-- ___r„ .- _ _-.- Fl 78' FOR PERMIT PURPOSES ONLY _TW 32.90 pt `� 8 TOG 24.30 TOG 24.30 $ TC 24.3 TOG 24.60 8 $TOG 24. 0 RW \ RS y TC 23. NV 22.80 NV 22.80 FL 3.61 INV 23.10 INV 23.117 " \ n . CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S / g FL 3.38 FL 23.46 FL 23.55 0 50% 8 TOG 24.60 FL 23 87 FL 23.95 FG 25.3 f TO\ O PLAN FOR COLOR, FINISH AND DETAILS) 3,125 SF % INV 22 95 .,._,.. ._ ._ _ 4 - .. _7__ -- -- - _ - - / SLAB (SE P .._-... - -_ 3. T--- - -. - � PLAN FOR 4 THICK P.C.C.PCCWALK _ ;. 5 gg TF 24.23 49 00' , � -24.08 ' . 24.17 / 24.2 _ FS3'25.62 'I ; ' 2449 f, 24.57 N 61.86 ` � �'--"�...= � v \ /� s��23S 099 O PLAN FORTCOLOR,I FINISH AND DETAILS) E LANDSCAPE ARCHITECT'S 2,999 SF s ' FS FS O '�.,� •B`�0 \\� ' 2 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT(SEE 25.12 .._. 254 of O -1O• FS ° �. -� L TEP ° FS a �� s\�y1 8 \ LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 682 LF c r - ° F� CONSTRUCT PRECISION BLOCK GARDEN RETAINING WALL PER SEPARATE PERMIT rn °b� I O° ' ,1 I 1 �. �P°I \\`\\� \! \ O SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS 272 LF 1 go i "> 7 --I rn1 0 �° m °or. FG 27.0 \ \ \� ) �� ao 4 10 ,51: i e ao aa� FS 25.80 d1 'D 32.90 \ \ to - 4'`OB% - 2\ 4.94 ° I /A 7 58' o° ODD=0.5 : A 0 i �I� -- FS 25.47 Tom' 27.40 "\ T `�\s \\ OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 11 EA o ( / N 0:37° a �in L=8' .�sY 7W 31 HP 1y GF 25.80 4" STEP TF 24.23 5 % 25, v - 40 .1 7.07' ? \ O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET N0. 3 17 EA ' ary p , $4 7. 3a o : : I GF 25.60 TF TW 31.40 S \ P? F'3 I 25.30 24.90 1. 3 4 ? ( v N TW 31.40 2 TW 3t.40 3 N f 1 4p 3 t GF pg.60 Ir Fl--HP 5 3 1 TF 24.90 25.50 It• 00 x �\ \ O7 INSTALL 4" PVC (SDR-35) .PIPE AT 1% MIN .SLOPE 1,266 LF 25.94... I�. i Ca 5 1, n "9\ z \ \ 1W 31.4 FS I 25.50 5 2 FL-H m h 00 v' 'OI (' 1 F$ 5 fL-Hp 1'F 24.90 3 I :� FL -HP �6�^ e. O 4 �o INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 17 EA �, 25.30 2 3 n'Y 31.40 ` 25.76 j I 1 25.98 25.95 1 '.o'' ,� .,,° ` \ \\\ t 1 F 5 3.gg' 1y �,I F$ : 0 5% _ �i \ CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 71 ' t 1 25 94 25 ° ' I 72.00' ,r .1 26.01 /' 26.30 s'°.�`'' `Ace \ \\� \ O (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 363 LF Q ge 78 S=1.02% 7 �1 2 FS 25.80 01I i� ts. FL -GB c,'�'? '� J °I OO s •o'ro \ i 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 27 LF 25:79 2 - I 1 F$ 3 1. 10 N to!� '.' O 2' ,r t'ao. 1 4 1 25.85 lnl. I •,-•"" 2 I Ii 7 5-1.039 2fi.14 126.70 �I�,.l-� TW 32.90 ' FS '01 IIIPLAN I� yi - O FL -HP /•�\ TF 26.40 \ \�\ \\' 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 22 SF M A2 4 N 7.25 i L=s3.00 PLAN 1C �i o 7 L=74.o0' 6 y s=1.78% F•g..r s=,.,$% PE 258 PLAc 70.00' 7 ;� XHIMNEY \ T \ \ NOTE TO CONTRACTOR - QUANTITY ESTIMATE P 3 I I F 6. 1.00% 12.92' 2 a 2 n \ \ m / ♦/nn\ E 25.g TOG 25. �1 TOG 25.20- FS 27.10 \\.., MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE L=85.00' i :i INV 23•g70 6 6 NV 23500 is .1 6 PE 2 r, i� �� LL \ N ` PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY r� 3•g7 p�� CHIMNEY FS 26.77 s j $'1.02% 7 i 6771 EE 4" STEP 6\ \\ o \ ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE CHIMNEY TOG 1� �I CHIMNEY- 2 5 70' : 1 1 r" 2 2 6 TOG 25.20 o ° .. y 309 U,`'� \ \ i \ HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT �1 i TOG 6 INV 2.. i. 1: :i v INV 23.87 cPLAN 2AR Q.tB%% ; 26.77 \ a r �1 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME I o 25.00 23.67 I 25.94 - +r OF CONSTRUCTION. °� 1 INV 23.67 6 25.94 1 27e 9- 1 • ' - FS ��.� FS 2 i II FS 2 14 .25:99 I4� . ; 6,76' FS PE 2JE i 27.21 1 17.41' IS F .h., a. 3 0 - 4.73,% ° \ w OPT. OPT. = S , PATIO I I PATIO ° `UNLESS '. ° M TW 32.90 o FS.34 s_ oo 0 1-� N , N NOTE OTHERWISE REGARDING GRADES L 9 0' 7 F ` A S 1. TW 31.40 ---------- 1 � d: TW 31.40 1� / � N .- ci�o0- - -°\° a N1 M I - A 5. TF 24 7 40 O M7 � '-. '. I Ol' ,7 __� t0 2 5p n I N MNn= 1a_ ,NN �' n 25.30 25.77 o FG 25.6 n 25.30 p o F 24.90 to 9p JJJ �v, 1 c� ° ° .vrn i FINISHED GRADE AROUND BUILDINGS = PE / FL -HP 0 TOG 26.40 to N N J 3.76% ! o FL -HP FG 25.6 _. .. � 5 07 6 2 , o FI -HP FS 0 7% _ 7% �� FG 25.E 0.8% 0.7G_ 25.8 INV 2 f I 9% FG 256 �. F- ..°. PROJECT NOTES m c: FG 25,8 -� Toe Toe ___ ___0.5� 1.9% __ 72.7T TOP P c-- F- F- - E- -- - _� --� ,�-,��.. 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA TW 31.90 TW 32.40 71.14-:�1W 2.40 67.0$ _ __ .r..--.:.:-s°an amre::rr_ `' �._.._ QUINTA STD. PLAN NO. 200 TW 31.90 32.40 TW 32.90 118.07 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF I O i TF 24.90 TF 24.90 TF 25.40A TF 25.90 T 2 0 TRW 27.40 TW 32.90 LA QUINTA STD. PLAN N0. 200 cc), LOT 74 rw 32.40 LOT 78 TF 26.40 LOT 77 TF 26.40 1 j o o-;- 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE I SEE SHEET 6 LOT 75 TF 25.90 LOT 78 c'• °p c'• ' SEE SHEET 6 TW 32.90 SEE SHEET 6 SEE SHEET 5 I ro 04 N N N N PE 26.1 SEE SHEET 8 N NIri FROMP0I HT B L0.3'DI BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY PE 26.5 F 26. PE 27.1 PE 27 4 c� o PROPOSED DRAINAGE INLET.CTU _ _____---,} I i RE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE 3 PE 26.8 - _-. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. f,C/CHERI kJ ORTEGA DATE FLORES DATE INTERIM BUILDING FFICIAL NING MANAGER 1CITY OF LA QUINTA k OF LA QUINTA 1 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE POFESS/p�, Q ICI VvOFESS/ON q1, DE Cq to F MYLAR APPROVED BY THE CITY ENGINEER ON 7/30/19, EXCEPT FOR 4( @69 �. DE 44, F CO 3' °y 'y THE REVISIONS NOTED HEREON. Co D i g j A I e r t � � O a m w C43880 rn °C Q w C43880 m R DIAL TOLL FREE Exp. 6-30-21 ' t 0' 20' 40' 60, 80, 1-800-227-2600 s Q O / V , - Q �T O / tl \ © Copyright 2019 MSA Consulting, Inc. �� 4T OQ F OF 9p OQ� R AT LEAST TWO DAYS "=20' CAS\F OF CA0 BEFORE YOU DIG SCALE 1 All Rights Reserved JULIAN A. DE LA TORRE NO. REVISIONS APPROVED DATE H NONE ELEV. 28.23 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E.NO. I EWGN W APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSA MARK n� 43880 MIS OF , REVISED AC UNIT LOCATION ON LOTS 13, 14, 79, 80, 82 AND PLAN T > PLANNING > CIVIL ENGINEERING> LAND SURVEYING LOCATION FINISH FLOOR INTERSECTION OF FIRST COMMUNITY BANK, SE CDR. OF AVENUE 52 AND JEFFERSON STREET 818NATURE 1 oNu►vn+ By am /-G-� TRACT NO. 36762 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF DATE DESIGNATION ON ALL LOTS. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN 3 DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 21 BRYA MC INNEY DATE - AND 9 CHECKED By 2 REVISED AC UNIT LOCATION ON LOTS 10, 12-14, 79-82 AND THE 760.320.9811 msaconsultinginccom I 1�4(0) JAB CITY ENGINEER EXPIRES 09/30/20 LOTS 10114 79 .82souTH, R. 7 BEING A SUBDIVISION OF PHASE 8 EAST, S.B.M. SHEETS LJ TW 35.10 TW 35.20 TW 35.00 TF 28.50 TF 28.10 W 21 0 _ - TW 35.00 TW 34.40 TW 31.10 TW 31.20 TW 35.00 TW 31.50 TW 35. i 0 1lY 35, NG 28.9 TF 24.P NG 28.8 TF 24.70 N 28.8 TF 25.00 NG 29.6 29.30 0 D 4 . TRW 28.80 TRW 29.60 1 W 30.10 ` D TF 24. 0 84.95 TF 24. D .-..._. 'TRW 28.80- --`-_ -^TRW .8.TRW 2$.80 62.12 IF 24.80 TF 24 93 0 65.54'_ TF 24.93 TR 3 T, T 30. f 0 N \ D FG 25.6 FG 25 6 FG 25.6 FG 25.6 FG 25.7 FG 25.7 FG 26.D 2 •43 �3 Ol g 25.30 9 0 9 D 9 TF 2 17 0 D. �,. o FL -HP 0.7% o B% v FG ✓X M 25.30 0.9X o " �0.95� .. .. .. .. .. .. ao .. 0.8% 26.p "` t L_H f a o f 0-7R 25.40 n �, o ,l ., .. --� 0.67 N N 25.77 o FL -HP n of --> -a . 26.3 // 25.79 = d o 25.70 d ( N --- �. 2 FS---------------- L-HP N FS 17 F PATIO ' IN 6.09, OPT. FS 2 PATIO . 2 OPT, m ``°• 6� O 25.94 I PATIO n% I I� '' TOG 25.00 TOG 25.00 I ^ -2X° 6 I CHIMNEY FS I I 6 •6 INV 23.67 I I - 2 INV 23.77 i' I 26.34 ',�p�0��i T�'!Y 3 Op 6 TOG 25.00 I TI INV 23.67 1 25930' HIMNEY LLL INV 23.67 �,. CHIMNEY i 26.04 70G 25,40 CHIMNEY LOT 9 i TOG 25.00 6 L=78.00' 7 im ' I �� 1� �d IT I FS I INV 24.07 6 r T ? . I PLAN 2AR I I L-73.0o TI % I INV 23.67 ,,, S=1.12% 01. 1 - TOG 25.10 7 aK - TO 4 F SEE SHEET 8 L-7o.00 L_ G G PE 25.8 - •r I �iv�i �'F2$ 7 S=1.0o% 7 i �i INV 23.77 6 s=1.007. IT : 0 7 S_, 7.00' s INV 24 �0 i NV ?460p I 1 PLAN iBR �' -lo PE 25.8 IT 'I ''L�-�,, I. TI XrO�"'--.,, fT %'r C •s> J 325.94 I. Z"IT PLAN 1A / yi17 / n I,n 3 L=7400' PE 25"8 25.85 2 S-1.16% o F"0.i?'I `OI w _, •F,�+z-�'7 I: Ti' 7 L=75.00' FS 6' 1 1 J •� N- / o Ice 7 ' -I .i i'n• PE 25.7 of i 26.25 ,F'"G 0 8•os' // / >S,, 0 Io S=1.17% 25.79 FS I k• ; 3 ® 7, O OG TI TI J�N u�l �I �I FS L_8, i //j�\ ?s ��- ry ? a' 2 I 25.81 Y ... ol� I S_ q/ h ,�� ? ? p_1 1. r 25.94 1t 1� :1 2 I 25,90 2 1 2 26.19 '1.00% ?/� s <q �d` B 25.78 I 25.75 3 is i FS i i FS d fS'B4 �2 `i > T T, T _ T 26.18 A e 1 25.30 I- I 25.78 F9 1 7 L=66.00' I� ; I 26.34 5 2 TW 31.10 1 1 S=1.17% 73T1.50 L-H 3 , I FS TW TW 31.50 25.514' 1 TW 31.10 2 I 3I 3 2> /�� ►t 25.30 F 25.00 F 25.00 TW FS 25.30 I TF 24.60-1'_'l a 5 I I 26.04 25.40 3 31.80 LF. 25.47 FL -HP I I I 25.70 F I l ? J TW 31.10 ° FL -HP I 7r5.30 B O; > fpi, �1 3 a FS I . I 25.30 I� 6 3 TW 31.20 I i ,(,� FL -HP D=0,2 / _� 4S hr��• F 24.60 GF 25.60 y F 24.70 FS 10 s ?e or FL -HP sEl Op r S �I I 3 5 2 GF 25.7 o GF 26.00 FS (-10 �• q S .. n" o pE 6.8 ,clI GF 25.60 I I I _ 25.95 LL o 0.$OX° o Atd FS 25.60 TW 31.20 = ri1 Io d .I70°L' L= 'ter. m 6J02' °5.35X ° rn :I� M FS 25.27 . 24.70 0 " I n m y 4' STEP MI 25.40 o d 9 ao am ° ry °° c 7-1N- 1 I m- W o °' ,ril I FL -HP 10 N , ro I I -�- t a ^ -4.47% oN 6.11 ��o F�?3 A ?70 i // �o SEE LOT I 3.90 25.14 _ FS 21372� 25.18 J ° 25.2 ' ?Sg 0 ��L S ?s s r PE 28.6 F7S" S24.55 S n 5 25.7 STFp \ p0O r S 6 23.98 24.08 24.16 r o S 61.29' FS 24.68 F _ Gp h 21.89 24.77 o L HP 20.10' 1 .11 29.35 FS 62.12' f FS \ s d> --- - - - -- - _ - - - - -- -- -Tc 23 76 �FL 22 I FL 23.46 E(�) $TOG 24.80 TC FL 3.93 24.61 FL 24.15 1 -T ._ .-- 2S 9 // TW 3210 4.30 23.36 TOG 24.30 8 FL 23.54 INV 22.97 QG 24.90 8 FS FL 24.06 8 1 A S. �4.8p• ?S 1 p �Vry 9 y�Ic TF 25.60 TOG 2 FL 23.99 �Vz 47 8 INV 22.80 TC 24.22 INV 2 4.9 6 r -- fit T 24.30 TC 23.91 _ 8 70G 24.80 6 T24.82 23. 10 Ot 0 IN 22.811}00 INV 23.04 12+00 INV 23 j20 4'48 / I - ° Bs CONSTRUCTION NOTES QUANTITY ESTIMATE TC 24.01 TC 24.22 VIA CRESPI TG 24.64 �\ 7 ---_ _ TW 32.90 T� B FOR PERMIT PURPOSES ONLY / ` M TOG 24.30 TOG 24.30 TC 24.3 TOG 24.60 TOG 24.90 TC 23.76 8 INV 22.80 NV 22.80 8 FL 3.61 INV 23-10 8 $INV 23.1J R7L40 \ gSs \ CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S / (x1 TOG 24.60 4.23 O g FL 3.38 FL 23.46 FL 23.55 O,SOX 8 FL 23.87 FL 23.95 PLAN FOR COLOR, FINISH AND DETAILS) 3,125 SF INV 2295 F 2 \ l - -- - / -- ""-�- _ _ _, _ + ._ : _�_ _ /FGW252 - _-_'- � 7r�Op ?S -, O CONSTRUCT 4" THICK P.C.C. WALK SLAB (SEE LANDSCAPE ARCHITECT'S M 'h� 49,00' 24.08 i (% ' 24.17 24.23 _ 3.7g ;i, 24.49 24.57 - 61.86 \ �" ,.?S p9� PLAN FOR COLOR, FINISH AND DETAILS) 2,999 SF i /g"5 FS FS_ FS N o FS 25.62 FS FS o �\ `y 38�0 2 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE w % 24.00 FS 25.12 ° 25.41 N 0 O3 / 70• FS ► FS d 6" STEP FS a's B \ LANDSCAPE ARCHITECTS PLAN FOR COLOR, FINISH AND DETAILS) 682 LF u 7` rn ° \\ CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 7.24' I 1 A° 1 I / "? t 6CI b`1 FG 27.0 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 272 LF d au 10 vil: :I FS 25.80 f1 TW 32.90 \ \ pJ L 4 08 N z494 Z•58 0 0 25.30 TeN TRW 27.40 \ O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 11 FA I I n° �b o.5 le FL -HP t;-0 FS 25.47 o N 0:37 v1 �w N =g• . rSY TW 31, v GF 25.80 4" STEP TF 24.23 \ \\ pp % 25:54 7.3 40 7.0T \ ?S \ \ \ \ \ O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 17 EA �P? 1 F3 nl: GF 25.60 TF 24.90 3 TW 31.40 4 \ ? \ \\ - N N,� j 31.40 25.30 2 TW 31.40 3 F 24.90. 23.4p 3 GF 25,60 II 5 5 3 I TF 24.90- 25.50 I� ao x ' - �7 INSTALL 4" PVC (SDR-35) PIPE AT 1X MIN SLOPE 1,266 LF co FL -HP 25.94 5 n �9)" \� A%O" 4�/ 25"56 `" s 25.30 T1V 31.40 I 25.50 5 2 FL-H B \ \ O \' I FS FL- 'I TF 3 I: .� FL -HP TRL 1I o h \ \0� \ O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 17 EA /W i HP 24. I 25.98 25.95 i+ 4 ai \ \\\ �I 25.30 2 3 M 37.40 25.76 I 24.90 L- I it � � I � -� � -� � -� � -�5%-H - � -� � -� � - CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT Ni 11 ` 4 1 25.94 25. ' I -72.00 1: .' 26.01 >• c � O SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS 363 LF eM � 78 I I S=1.02% 7 �II I 2 II /' / � 26.30 T ? \ \\ \ ( ) ! o I FS FS 2 25.80 y A FS I W ( FL -GB 10 ��j °o �\ 25.7g _ ;' �I� FS 3 01. lio 'r�.� IIII ® ° s;0'r \ .- 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 27 LF 00 v FS 2 x1 :10 L=75.00' �Iy \ X \ i M ro ' M �' L= PLAN L_74.00' r PFsBB jj I� 7 -*� 26.14 26.70 ._ i _,.,o- �° TW 32.90 \ ^i 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 22 SF + 4 25.85 to/' f1 �I S-1.03% FL -HP /4\ TF 26.40 \ \'',. ,r` \ y , ~ N + i 7 \ s3 op PE 2 3 TOG I 5.39' s=i 00% 7 I� CHIMNEY / \ \\ \ ' NOTE TO CONTRACTOR - QUANTITY ESTIMATE Fs �'FS I s-t• a% Fie. s=1.18% PE 25.@ r ' _ 8.30 5.@ I �I 25.00 TOG �I 12.9z z ° 2 FS 27.10 1 1 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE I f 1 L=85.00' y :I INV z3.87 6 6 z5.00 0 PE 25.8 HIMNEY I( I N u FS 26,77 \ �'� \ PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ' 2 I'- P ® CHIM S' 1.D2% 7 i : f 1 11�1V 3.67 I� �i � ly N ti N li \ > \t , \ I �I I I ® TOG 5.20 1, .iA - 4" STEP \ \ t ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE TOG I 2 25.70 2 TOG 25.20 1 �? i 0g6 ` 0 \ o `�' HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT I CHIMNEY \I_ I INV 3. 6 6 INV 23.67 I o �� 2% -�� 3 \N \ '1 1.-. i ® INV 3 00 6 INV 3600 z5.gq I 26.14 X PLAN 2AR U. : 26.77 a i i BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME 2 - • ' r -n ` OF CONSTRUCTION. 6 25.94 I FS y F5 z7a 9 FF/a7.� F r v t FS 2 I 2% ' 1 6.76' 7.41 I 25.g9 �N . r PE 27.0 27.21 NOTE REGARDING GRADES I OPT. OPT. FS. 27.34 L=92.00' FS 3 t % oo ° ° 4.73% N 1 �� I i -PATIO- i �I - PATIO- - TW 32.90 1 FS S=1.00X 7 a « UNLESS OTHERWISE STATED: o. TW 31.40 _ Ji "i; TW 31.40 n RW 27.40 / N N nt°ox L. ° ° °° ° 1 \,�, - p m 25.50 o Nr ,..,NN `R 25.30 25.77 o F 24• 25.30 / o F 24.90 �_H ao TF 24.90 o TOG 26.40 ro N� �� 0 3.76X - �4 FINISHED GRADE AROUND BUILDINGS - PE i 0. FL- FS FG 25.6 a FL -HP FG 25.6 *� .. - �' 6 2 �' N o HP 0.7% 6 7X FG 25.✓ 0.8% 0.7>�G 25.8 INV 25.07 cn o -9 FG 25.6� ..� .. :. �� ° ----. PROJECT NOTES m o 4 FG 25.6 " - 0. % �/ roe roe . t. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA 71.14 67.08 QUINTA STD. PLAN N0. 200 TW 31.90 TW 32.40 TW 32.40 TW 32.40 TW 32.90 T 118.0T TF 24.90 TW 31,90 A 2. WALKS &SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF o 21.90 4 TF 25.90 TF 25.90 �, TRW 27.40 TW 32.90 I LA QUINTA STD. PLAN NO. 200 LOT 74 TW 32.40 LOT 78 TF 26.40 LOT 77 TF 26.40 0 0',r- 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE ro °R SEE SHEET 8 LOT 75 TF 25.90 LOT 78 rn m °' Ui HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY M N N cv I , _ _ - PE 28.1 SEE SHEET @ I SEE SHEET @ TW 32.90 SEE SHEET @ N 6 � r� r- SEE SHEET 5 MNN FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE � 1 PE 2@.5 TF 26. PE 27.1 PE 2@.8 PE 27.4 � 0 li 0 PROPOSED DRAINAGE INLET 7 1J( GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE 111 d GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. AMES WIATRAK D E CMERf FOILES DATE BUILDING OFFICIAL -QLr1NA+ ^ A:)VA"JL CITY OF LA QUINTA CITY OF LA QUINTA 1st SUBSTITUTE MYLAR QAOFESS/Cl, THIS MYLAR IS IDENTICAL TO THE QPOFESS/pyy, q� MYLAR APPROVED BY THE CITY"'! •�� „ DE (4T F4 ENGINEER ON 1 /22/19. EXCEPT FOR �Q� M DE 44 r F D i g A I e r t `o'V �99 $' THE REVISIONS NOTED HEREON. y 0 Rfn � d ,EXp 6 8380-19m w Q cc C43880 to DIAL TOLL FREE o' 20' 40' 60' 80' 1-800-227-2600 N, 0 / V \ - �-"IPA O / V \ \, © Copyright 2019 'j Q 9/ Q� AT LEAST TWO DAYS MSA Consulting, Inc. F Op CAL\FO Fop Fo BEFORE YOU DIG SCALE 1 "=20' All Rights Reserved JULIAN A. DE LA TORRE CAI"\ BENCH PREPARED UNDER TM DNECT 8 PERVIBION OF R.C.E. NO. DESIGNI D B APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MSA MARK "ONE ELEV. 28.23 sr�s CITY OF LA QUINTA, CALIFORNIA 7 1 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 43880 DRAWN BY OF 1 REVISED AC UNIT LOCATION ON LOTS 13, 14, 79, 80, 82 AND PLAN > PLANNING > CIVIL ENGINEERING > LAND SURVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN IJ it TRACT NO. 36762 - FLORESTA DESIGNATION ON ALL LOTS. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN 3 DE T RE DATE 8MB CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN R.C.E.43880 EXPIRES 6/30/19 CRY N MINEER Y DATE 760.320.9811 msaconsultinginccom CNECIKED °Y CITY ENGINEER PHASE 8 -LOTS 10-14 AND 79-82 NK ,05 JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS LOT 8 SEE SHEET 8 PE 25.8 Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG IN R 0' 20' 40' 60' 80' SCALE 1 "=20' © Copyright 2019 MSA Consulting, Inc. All Rights Reserved 6�A AA 3 7' IN 30.10 N •43 � v 30.50 9 d FG 26.0 .. O W FG 25.70 _'�17 L—H LOT 15 SEE SHEET : PE 26.8 CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 3,125 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 2,999 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 682 LF OCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER .SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 272 LF O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 11 EA O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 17 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,266 LF O8 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 3 17 EA CONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 363 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 27 LF 11 CONSTRUCT 6" THICK P.C.C. SLAB FOR MAILBOX 22 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REQAROM GRAMS UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520—C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5X TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. /0�fE38/qy'�C h�Q�I�0.DEL4 l O� Jv 79 i C43880 °; Exp. 6-30-19IAm C' V ' " OF CRL�F ►f� [AMES WIATRAK DATE NY CASTRO DATE LDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR OF LA QUINTA ITY OF LA QUINTA NO. REVISIONS APPROVED DATE MSACONSULTING � � t > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsuttineinc com L K„ NOW ELEV. 28.25 �� TM �T up sm"nm 0a45880 FLUML MD. APPROVED BY CITY OF LA QUINTA ow�►wn sir C}EM= NY B MCKINNEY DATE JAB R.C.E.TY 9I418R EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA 8� 7 9 ITS LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. TRACT NO. 30782 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE QRADMI�3 PLANOF HASE 8 _ _ BEING A SUBDIVISION OF AP OF THE "SOTHEAST 1 4 OF S 10-14 �. 5, T. 62SOUTH, R. 7 EAST S.B.M. JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 DA1M I �� i 2L/1-�O � � TW 31. 0 �� PE 25.8 1F ONI7 LOC. TF �24. 4yLOC PER MCMI. FIN \ RW 28.80 I _ 24.80 4 - • _ ___ -+___ ? TW 591388 2108.97' V 34.40 _ .. r� $,TOS. FL 22.95 _ 28.9 a-._- 4S� 5A5 TW 34.60 0 o 'S_�1-"� \ r T, 3 TF 28.10 m TOG 2 0 6 a o f Vi 16 5.05 5.57 3'7 8 8 24.30 r? 14.54' INV 2` N LL n N N N /45 N \ TC 23.35 FL 2 2. I 4.63' %". Ii 29.57 FL 2'87 LL .K ` � m.� \ 18,4 23.05 o CHIM J 43.64' Tf . Nn0_m N ... m 23.67 25.60 ve m ym � f � v 27.59 .0 a4 ��. DL0-5,10 LLLL� P�25EX. BLOCK- o ry , pAft��J 8 I= o FS K 1 K i 2 �PE 26.8 m 8.408 ' b N N 25.9+ O n Y N N yln N 5 e, 215' N NN �N 0.55 $O Ls70.00'`�r "§ S_7 10% 7 ,o m -I 31.10 3 GF 25.60 vil M( 3 LL o- rn �I 4.60 FS 25.51 lm x(� .. TOG 25.00 6 3 NLL :6% 1255.54 a . N `�; NIL` INV _ 11 3 3 TW 31.10 TF 24.60 1 TW 31.10 _r% 25.94 25.30 1 TF 24.60 _ -'�r --2.3rA o II�� FS FL -HP. TW 32.90 \>1 rr-r____ 5.2974 m e io 25.798 NG 2 .5 -~= -$;$$ os'ori �:��1rn y :. " Y1 N III 7 L=74.00' 25:5 TW 33.10 2 m d,D1LL �, 't" FO di 5=1.988 .t0'f �- 2 TF 26.60 TDD 25.00 6 %r �N y,66% 8 © 19,97' PLAN 1A 6' �I T®�: 13.43' I�Ls82.�, 7 N 1% 23.11'. 5.33' FF 28.271 0l e 5�1 DO% 61 3 25.33 m PE 25.8 1 n 25.94 25 0 + ` `�< TOG 25.00 6 L=75.00' 7 1. INV 23.67 S TOC 625.00 �I__ 6 INV 23.67 al FPE 25.8 2 2575 51EP 10' 6 Ey F5.94 2 bl r a 4� 2 25.94.. 4" 5 no a N �� k OPT. /.. : n? / 2 psOB 10 x n N H H n n PATION.(... EX. BLOCK- N NEYJ 10 25.77 WALL N CH1M Ls66 00' 7 •� TW 4 I o ?z 4 \ .Im 5x1.70% u 3 F FS �R l' 25.30 . y .. -31.43 FG 25.6 N FL -HP FG 25.6 101.93 / TN 4.10 / 65.00' EX. BLOCK TW 31.43 TW 31.10 TW 31.43 WALL TRW 26.10 W 1 TF 24.60 31.43 / TF (23.43) TF (23.43) r Dig�Alert 'I�OR.�1' DIAL TOLL FREE 0' 20 40' 60' 60' 1-800-227-2600 AT LEAST TWO DAYS SCALE 1"=20' BEFORE YOU DIG NO REVISIONS APPROVED DATE /17 REVISED PUN DESIGNATION ON ALL LOTS. 2 REVISED AC UNIT LOCATION ON LOTS 7, 9 AND THE CITYS APPROVAL BLOCK. REVISED UNIT TYPE ON LOT 4 AND LOT GRADING, IN IA AN MATS _ 12*D� c8 5' �1 1PLAN SB7 C PE 26.6 roc 25. TOG 2..5 00(D 6 IRV T INV 2' , F7 25.74 IL TK 1.00RLopir.5- , , L PLAN 1C e' Dl FPE 25.BBTL-7800' - S -1.00%c CHIMNEY f-' 25.94 I FOR PERMIT PURPOSES ONLY PATIO CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 f �. 2 �. OPT. 2 PATIO 2 2 OCONSTRUCT 2 PLAN FOR COLOR, FINISH AND DETAILS) 7,487 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 25.6 n 25.30 FG 25.6 - CONS UCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 25.30.. FL -HP O4 L -H N/A FG 25.6 r FG 25.i r .9R 62.00' INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEEr NO. 3 16 EA 62.00' 31.43 610 EX. BLOCK 11V 31.10 TF 24.60 TW 31.43 TW 32.10 TRW 26.1( ;22.10) WALL 3 TRW 26.10 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 TF (22.10) TF (22.77) CONSTRUCTION NOTES UANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 3,024 SF � 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S 2 2 OCONSTRUCT 2 PLAN FOR COLOR, FINISH AND DETAILS) 7,487 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 742 LF 1 CONS UCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 1 O4 (SEETRRANDSCAPE ARCHITECT'S PLN FOR COLOR, FINISH AND DETAILS) N/A OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 8 EA © INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEEr NO. 3 16 EA O7 INSTALL 4" PJC (SDR -35) PIPE AT 1% MIN SLOPE 1,183 LF OB INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 16 EA BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME \ SPOT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 3 OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 / 78 IF) \ 11 CONSTRUCT 3" AC PAVEMENT OVER 4.5" CLASS 2 AGGREGATE BASE 7 SF, `I UNLESS OTHERWISE STATED: CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. 12 NO. 200, 230 AND 231 7 LF \ 13 CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CIN OF LA QUINTA STD. DWG. NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 8 SF QUINTA STD. PLAN NO. 200 2. WALKS h SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF DEMOLITION NOTES QUANTITY ESTIMATE 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT @ CITY OF LA QUINTA STANDARDS, THE SWALE FOR PERMIT PURPOSES ONLY ❑1 PROTECT IN PLACE N/A 1( O REMOVE EXISTING A.C. PAVEMENT 7 SF GARAGE FLOOR NOTES LOT 4 GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE ` ❑3 REMOVE EXISTING CONCRETE 29 SF ) M9 SAWCUT AND SMOOTH JOIN 7 LF )1 10 REMOVE EXISTING CURB AND GUTTER 7 LF 1/ ® Copyright 2020 MSA Consulting, Inc. All Rights Reserved MSA CON";ULTING, IN( - > PLANNING, CIVIL ENGINEERING >LAND SURVEYING 34200 Bob Hope Drive Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com 2+55.72 - m TC 24.38 12 8 T0� 13+p0 11 Ft 23.88 5 00 -\ 1 N JOIN EX. IT 2 .21 - `� FL 23.86) / ri +�9?2 TC ic.._ \ T�.591 HIP TK 72. 5.96 FS 26.00 ' FS /1 L=77.00' S=1.13% 6.98' SCOT 4 Oi ��AFF%LSAL. PE 25.8 CHIMNEY EX. BLOCK WALL TF 0.508 54.52 O FITORTEGA FIT OFFICIAL Y OF LA QUINTA ,, --A ✓ _ ---J ✓ STEP i' IW 21.iu3 26.445 li -- '- 3L TF 25.80 2 FS IL :i 6• oc� 26� 1 N .iL-HP 6' I FS 1 26.28 K "26.29 If #I .I 7 L=85.00' 2660 O2 L=65.00' I:II S-1.03% FS d 8.35 S=1.00% 7 �Id �� 2 6' 2 2� oi: .'o 2 LAN 3CR, L=78.00' 7 I: 1io 1 `FLA_ N 1BR� 3 I� �i 1 FF 27.07 S=1.00%�' it •I ts PE 28.1 _i PE 26.4 TNV 24.617066 �6\ 45150 II �! 126.50 4TOG 0 2 ....fCHIMNEY 7614 r5 26.a4 .......11. 1 27 f K OPT. OPT. N PATIO } } PATK) 2627------- 2 25.80^ FL HP r 2610 .7% f FL HP c 0.9ix J' 0 U __ _�...-9 EX. BLOCK WALL NONE I ELEV. 28.23"'..--' FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 81BNATUE ' INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JUUAN A. DE U TORRE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/21 14Qv PV DE L4l 4� o -43880 Exp. 6-30-21 r V \ �P OF CA"\F0/ 43880 DATE 9�Z0 2.0 SMB 11ffAofti / L -KED BY BRYAN MCKINNEY - DATE CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/21 DATE ECHERI FLORES DATE I I I 4 I I I LOT 1 -I SEE SHEET 9 'a PE 26.7 3rd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QAaFES6/oN MYLAR APPROVED BY THE CITY ENGINEER ON 1/6/20 EXCEPT FOR 1' DE CAtc <y THE REVISIONS NOTED HEREON. _ © q J 99 w � -43880 m m9 LOT 4 Yr DRIVEWAY DEMO SCALE: 1" = 20' 'FTOF CAL\�OPr JULIAN A. DE LA TORRE CITY OF LA QUINTA, CALIFORNIASHEET TRACT NO. 36762 - FLORESTA 8 CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF PHASE 9 - LOTS 2-9 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS 1 _ 1 � 2 2 1 1 NOTE TO CONTRACTOR - QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE --" - PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PREUMINARY\ \I ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY 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 \ 3 EX. DRIVEWAY OF CONSTRUCTION. 10 = \ NOTE REGARDING GRADES , UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS h SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT @ CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES LOT 4 GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. NONE I ELEV. 28.23"'..--' FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 81BNATUE ' INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JUUAN A. DE U TORRE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/21 14Qv PV DE L4l 4� o -43880 Exp. 6-30-21 r V \ �P OF CA"\F0/ 43880 DATE 9�Z0 2.0 SMB 11ffAofti / L -KED BY BRYAN MCKINNEY - DATE CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/21 DATE ECHERI FLORES DATE I I I 4 I I I LOT 1 -I SEE SHEET 9 'a PE 26.7 3rd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QAaFES6/oN MYLAR APPROVED BY THE CITY ENGINEER ON 1/6/20 EXCEPT FOR 1' DE CAtc <y THE REVISIONS NOTED HEREON. _ © q J 99 w � -43880 m m9 LOT 4 Yr DRIVEWAY DEMO SCALE: 1" = 20' 'FTOF CAL\�OPr JULIAN A. DE LA TORRE CITY OF LA QUINTA, CALIFORNIASHEET TRACT NO. 36762 - FLORESTA 8 CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF PHASE 9 - LOTS 2-9 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS 0 EX. B ALL U 9EEO 10 \\ PE 25 6 AC UMT Lac 2n, o PER ARCH PLN ! 2 20 L=92.00 7 M 2 \ (2 ROO --- .10 TW 31.=0s° aa SA d09 TC --W0 L r-W-_' VIA $A . r--VA-T-E-OF 24.6.55% fS23.4, +Q24.2i T6G24- --.__ .. --- - -�� 7J R w N N ti N FS 80$ TO566 Jd 14.54' 1 ,n (n M N„� I 4.63'n 29.57, 0 NN H CIM GF o� �a T`- F5 • w 25.60 o os . pL_-9 10 `PLAN 3A _9' 2.5.94 �? 2 5.947� PE 25.6 FS o INJ 2 5 �i 'm 2 15 0 o IIN t1 FS L- 101 7 M I „( S=� 3 y 1"d1. TOG 25.00 g 76 3 r"I I ° INV 23.67 2.37. � o• 1O `�'?J � t0 � I �. TOG 25 pO 6 2 n To N N'LL 68a 6 a T9 13.43- INV 82.0' 7 aLL LL 1� °23.ita (C S,1.0 g1 3 25.33 'vi 25.94 75 S 25. F5 • 25.75 F STEP I�r PE 4 2 25.94 5 M x1 F 2 pa0.3' 10 0 = 4 NJi 8 10 OJ C �51.7 � CHIMN 0 7 n 3 24. 50 N i C I =T yo 6 00 ' NI INV to 23.67 05 ORTEGA DATE CHERI FLORES DATE INTERIM BUILDING OFFICIAL l/ PLANNING MANAGER CITY OF LA QUINTA CITY CITY OF LA QUINTA 14+00 a TOG 9 - 2 25.Op ___� - TC 24 91 TOG 0 8 24.68 G 1 V -tTQ 24. 8 FL 'TOG--- - 3 8 25.30 C .3T 7 I L 2�FL 2 .228 INV 23.52 FL 24^62 FS . _ 0.50%)r- 25.30 4 78Z ° 24. 4 54.52'.. _ N n ° D=0.5'oco a D.6 ✓e ND _0.2' TF 25.4a L=g' N a N lei -a Nj TW 31.10 i GF 25.60 10 I 25.30 3 I 25.50 ! �F 26.10 p; TW 31.90 I 26.10 N 2 GF 26.40 1� FS 2 3 ' S 3 i� �1 FL -HP 5 TF 24.60 I I FL -HP o L=66.00' 7 i FS 25.99 ? 3 TF 25.40 I 11 FL -HP 26.10 TF 24:60 1 I 25.30 jg D=0.5' 25.94 I_ 25.94 25.30 25.98 S=1.00% I� v 26.03 i. :1 3 5 26.74 FL-HP -�" 25.94 25.30 I. FL -HP I L=8' I FS �� FL -HP I FS 25.95 FS 25.80 II FS TW 32.20 o FS FL -HP TW 31.10 FS I y' FS TW 31.60 3 5 I 1' 3 TF 25.70 r u� f to 3 1 T 25.79 25.78 I I 2 26.01 TF 25.10 26.44 FL -HP ao 25.79 25.79 i� TF 24.60 L=74.00' 7 d� FS FS I: I FS 25.80 FS I �� 26.55 N N f 1l 1 io :I FS FS is I--. 25.76 S=1.00% 25.85 I II Ise �i L-HP 2 6' I ' 6 FS I o r I L=74.00' 25.85 FS 5' i 7 L=65.00' FS N1� WI Ntl 2 nl > f + 11 7 I ,�1 I S=1.00% 2 I :18� - of �I 26.28 26.29 L=65.00' 26.60. 2 �z S=1.987.'rLfj 7° , FS I� o L=77.00' , 2 td :I 2 25.80 B I _ -'0 B •eLQT a--,' 1 : nn.. 7 26.14 I ., FS FS L=65.00' C � I 7 S=1.03% FS raP PLAN 1A �I. FS I I,n PLAN iC 6' I 10 5=1.13% I. 7 8 /""°'•,m.",� .� 6' I I ,� FS II 26.35 5=1.00% in 1� f F.EJ1�6�t`Q of I L=80.00' 1I •O Off.-15.2U ly _ I LL ylb: FS 'ni�, �,''n �L�iT�'•n, 6 f i S.33' PE 25.6 ' i T 7 s=1.os% ' i L=7s.00' 1 I 6' T1 CHIMNEY 11 2 fig'`, �I o PLAN 3C L=78.00' 6 I I 1- �T"�,.7 i PE 25.6 7 I 1 PLAN 2A Q I �i Qy.� s=1.00% y E�/8�/ y I TO 25.0° y o PLAN 1BR d ` 7 L=7s.00' r s=t.00% f l TOG . 5.0o PLAN 38 ` �I 6F./s�S47 1F/237?' 3 5=1.16% 7 'o 3 I I INV 23.67 TOG 25.00 I 3 ly lc:; 3 ' 1 6 i PE 25.8 i �i PE 26.1 1 TOG 25soPE 26.4 I TOG 25.00 INV 23.674 I 6 PE 26.6 I. 1 II TOG 25.20 6 TOG 25.20 7 L=80.00' TOG 25.50 I NV 23.67 I 6 TOG 25.00 I I CHIMNEY 25.94 yI Wi INV 23.87 6 11 S=1.18% 6 1 INV 24.47 6 iy CHIFANEY 25.94 2 i I INV 23.670 6 INV 23.67 i FS I" :I 26,14 TOG 25.50 1� �I 26.5Q 2 INV 23. 7 INV 24.17 8 FS 1. v I o o 25.70 • I: OPT. FS N' 6 i. 6 I - I 1 INV 24.17 F CHIMNEY I o 1 I' .. ' N - 1 1 25:99 2 CHIMNEY I ' 26.74 I _ OPT `E•E I �1 CHIMNEYS L 25.94 1 _ PATIO 1 �.I FS 28.44 E--. FS TOG 25.80 I. IN N N ipnN PATIO "N 1 .I FS ® ® ____- F$. .I INV 24.4725.77 ,. i rn v 3 25.77 • . FS 2 3 - A OPT. OPT. _ w FS o OPT. 2 �o j `v� PATIO PATIO -:. --- `` 0.7� o. % o �I ®IL PATIO a `.. 0.7% �1s� /' cog%..�. > __ -__ (�l�l T ------------'® -T. = r..�. �.. c :. .. y .. ----- ---- ---J 25.30 a M r 25.50 .. 2 26.27 it 25.30 FG 25.6 25.30 FL -HP vi FS 25.80 ° d n FL -HP FL HP FG 25.6 FG 25.6 N 04 N FG 25.8 FL -HP r� FL -HP N 7% f N FL-1HP N 0 6% FG 25.6 N FG 25.6 .. .. FG 25.6 �0.9 s -> o .. .. .. .. TF 24.10 65.00' 9% 62.000 �7 �- 62.00' 1. ✓ FG 25.8 FG 26.1 FG 26.1 % FG 26.4 mwmm... mum__: +wmu ,imium mmai mam....- memo .s.. -.,.N� - ..-.r.w .x ...wm--. - -av-_- -- - .-�- - -sR�-ww:--.tee-__ _ 62.19, FG 26.4 TW 31.43 TW 31.10 TW 31.43 TW 31.10 (� 5 TRW 26,10 TW 31.43 EX, BLOCK TF 24.60 TW 31.43 TIN 32.10 TW 31.60 - 62.00' _ 62.00' TF (23.43 TRW 26.10 TF 24.60 TRW 26.10 WALL TRW 26.10 TRW 26.10 TF 24.60 EX. BLOCK TF 22.10 WALL TW 32.10 TW 31.60 .r --_ TF (23.43) ( ) TF 22.10) TF (22.77) TW 32.10 TW 5.40 EX. BLOCK TW 32.77 ( TRW' RW 22.77) TF 25.10 WALL TRW 26.77 TRW 26.77 TF 25.40 TF (23 43) TF (24 10) ENV __.87-14,30 I : TC 23.59 g TOG 24.An _ 23' NV22g800 TC 2381y�TOG 24`:� TC 23.INV 22.693SFL $ OG 24.80 g FL 23.61 FL 23.70 FL 23.80 FLFS 23.75 FL 3.20 IINV 2.64 FL 2313 00%89 43."- S -, .40 D=0.2°° L=g, FS T 6 Q 1 25.621 1O D� I b N �1 25.08 I FS 25.80 ICI � I 6.40% •c� n co .12 - 2 � FS ZS �n I 1 N � I N "in D-0.2 I � o I 1� 03 � rn � ° IT �IM FS 25:47 f • N 0.5 % I , L=8' GF 25.60 I � : I ° Etl ro^- I I GF 25.80° 4" STEP N I +cv N fII i rolT Tlm ev o 25.30 TW 31.10 c. TW 31.60 i 1 TW 31,10 GF 25.60 rill 1N 1a w ° 3 TW 3t.60 3 >> 1. .i a oN - FL -HP �I TF 24.60 o FS 25.54 1 TF 24.60 3 '- TF 25.50 7 - z TF 24.6 25.54 17I;r:, FS 25.51 I a - 1 1W 31.10 : I 25.56 f - 5 I f.I 1 I^ TW 31.10 I I qi FL -HP I CONSTRUCTION NOTES QUANTITY ESTIMATE NOTE TO CONTRACTOR - QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY 1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE. LANDSCAPE ARCHITECT'S ESTIMATES AND FOR PERMIT PURPOSES ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE PLAN FOR COLOR, FINISH AND DETAILS.) 3,024 SF HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME O2 PLAN FOR COLOR, FINISH AND DETAILS) 9,487 SF OF CONSTRUCTION. CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 742 LF NOTE REGARDING GRADES CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT UNLESS OTHERWISE STATED: O4 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A FINISHED GRADE AROUND BUILDINGS = PE O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 8 EA PROJECT NOTES O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 16 EA 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,183 LF 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 16 EA 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE OCONSTRUCT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A PROPOSED DRAINAGE INLET. 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 69 LF GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. LOT 1 ` SEE SHEET 9 PE 26.7 ®I 2nd SUBSTITUTE MYLAR VPOPESS/ON THIS MYLAR IS IDENTICAL TO THE PQFESS/O� ^. �� MYLAR APPROVED BY THE CITY Q •4� A I e r t �/ CO �"P o99 Z THE REVISIONS NOTED HEREON. y r o9� 9 t`Q a DE Lqr F ENGINEER ON T 1 EXCEPT FOR �Q``9 DE LqT F* Q R'� w? C43880 m m i ' m Z DIAL TOLL FREE Exp. 6-30-21 Q uj C43880 s �+ o' 20' 40' 60' 80' 1-800-227-2600 OO Copyright 2Q19 m�qr y \ V 0�\� m�9 C y \ �l`r AT LEAST TWO DAYS SCALE 1 mmo MSA Cotugi ing, Inc. F OF CAL\FQ PF OF CAL\FAQ BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE REVISIONS APPROVED DATE"' BENCH NONE ELEV. 28.23 PREPARED UNDER THE DIRECT »� vlsloN OF R.D.E. NO, s*ius B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET NO. MSA PLANNING > CIVIL ENGINEERING LAND SURVEYING MARK }� CONSULTING, LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 43880 DRAWN BY 8 1 REVISED PLAN DESIGNATION ON ALL LOTS. NG INTERSECTION OF AVENUE 52 AND JEFFERSON STREET 810NATURE , _ / _ TRACT NO. 36762 - FLORESTA of 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN A. DE LA TORRE DATE eMe CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 2 REVISED AC UNIT LOCATION ON LOTS 7, 9 AND THE CITY'S APPROVAL BLOCK. 760.320.9811 msaconsultinginacom R.C.E. 43880 EXPIRES 6/30IW2.1 ' CHECKED BY BRYAN GINEEREY DATE CITY ENGINEER PHASE 9 -LOTS 2-9 BOB : L o JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST i 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS PPROVED FOR PERMITTING 4MES WIATRAK UILDING OFFICIAL ITY OF LA QUINTA LOT 10 SEE SHEET 7 1 TW3110 I\ \ Tp 28.80 a " ` W-- - - - - - - --- -- - 1.80 TW 31.10 108 97 -->_ - \�i\ 2.O 8 \ i i • ,., p „�__ .� -� - 3.5% d� FC w__ �� 12+00 VIA SA � MATED x` i4.40 4.60 4-- - --- -. -w -'i"" - - - 5,p5% t \ 0$ 22 43 �' - 11+ --w _ �•1 rc 2 I ---__ _ __ _ o0 0= o to ZJ b ,', in rOG 23•> TOG i TC 23.59 _----- -� s 8 TOG 24.80 TOG 2480 �,✓ - 0p _ - }025. 0 �i s T �, 3 14 25.00 ill r� ? a 25.05 " 8.10 TOG 6 2 D a rci J n m 5.57 0 \� • 22 0 8 INV 2-80 I 91 INV 22.19 TOG _ - b n �� V 28 - - '� ® 14.54' INV 23.67 � V1 � N N � N � 20 8 � � 23• � INV 8 '-----�_ - I _-L.i----- - y 35 FL 228p TOG 24.30 8 a- 4 TC 3.10 rOG TC TOG 2.30 8 8 INV-23.69--- ,M �, __ . rc -t so a 2s_DD- 24ss I � N L_92.00 7 Nr+- ° N �' 22.97 INV 22. TC`23.81 TOG 2 TOG 24.80 823.61 FL 23.70 FL 23.80 INV j _ �� 29.5T (/ FL a INV 93 23.02 I - 23.88 ` 23'21 TOG __ TC 24.91 INV 3•.0 24.68 _._ _ _ _ 1X 23.05 FS 23.75 FL 3.20 INV, _ _ -- -- _ _ � O1 23.89 _ __ __ .80 3 N - M aNi .._ _. _ ----_ _ _ -- IMNEY 25 0 N 43, - FL 23.13 0.50% TC ._ :_ ,, 24 23 `. 24.32 ( 24.42 1N� 3 300 8. 8 TOG 25.30 C 7C4 014.62E TC f _ 0.55� T CH G 60 w ' w° 64 P-- 3 62.20 FS FS4.50 6 .37 _ L 24.14 22 INV 23. 2 5 5 FS ,o ( ro 23.. -_. -. FS'. FL 2 25. m '._. n I ^. v 23459 Fs -� 0 - ra`° o C' I 58.74 0 24.89 a 25.4p o D_0 • o - o AN D-0•, 0 o II: I„ m . _ o 10 24.76 24.84 r- 9451I� 5 FS.55 23.82 2_ o �� m i i M. FS 54.52' o L-9 25. 8 FL -HP f m n 1 f 5.93 e a I 25.62 10 co -4 S/%' o- el / EX. BLOCK - __ J ALL �ni i = .� �L „c3� FSL-9 ° '. o ;> o '- I'�i r,.m 6e40% --N _1 N_ M I I� ro° 25.Oa FS 25.12 i D=0.2'c�,n NI. IM co tr I 10 N F � o. 2 �.Crs"�' � � io b� � 25.3 h 6' STEP m4 PE �,� c�'n N i FS 6" STEP y� 0.559 L=8' JJJ 5 M N 2 N rKil iaKo a0� o TW 31.10 I� I GF 25.80 4" STEP iM o 1 n A 4.37% 0 10 10 �* rn A°� �o v ' I N •,a N ' ye •d .I ZJ' ,� I N 4�. F N N N ! I. . I a ° TI io 25.30 II 3 -• GF 25.60 ° I I TW 31.60 TW 31.60 I . TI to N n a - D=0.5•0 .. ' $ '' � L_70.00' 7 o x N ,o ! ! ! TW 31.10 ° GF 45.60 vil ri y° , � °, nil rn I I 3 I o o FL -HP 1' TF 24.60 {fo FS 25.54 I TF 24.60 3 3 T' 7 0.6 7? o D TW 31.90 d rn - ~ ^ S 25 00 3 cw LL I! Y .5 q N 1 °. I TF 25.50 ND=0.2' ,�,t1 i TF 24.6 25.54 � : FS 25.51 i �' TW 24.60 I . ' � 56 a 5 I � I TF 25.40 � N I yc�v.'° T�23. 7 6 6-6x �i! I TW 31.10 p FL -HP 26.10y. GF 26.40 N ' INV I 3 FS TW 31.10 j GF 25.60 10 5 3 i y' 25.30 5 3 TF 24.60 25.50 I o L=66.00' GF 26.10 ye 3 TW 31.90 I FL -HP 2 I W I p.5% 3 TF 24.60 I 25.30 Ae D=0.5' a FL -HP 25.94 25.30 i. 25.98 S=1.00% 7 i� FS 25.99 a 26.0 25.40 i I 26.74 FL -HP P I - °. 25.94 1 T� _ I 5 8 3 5 TW 32.20 31.10 i - - may_ - o y.- I '0 25.94 F5-3HP FL -HP 3 L=6' JiT 25.79 25.78 i� �i 2 26.01 FS 95 i TF 25. 0 26.44 5 FL -HP j� JI 3 TF 25.70 I T FS I FS TW 31.10 3 TW 3 .90 105.4 _ E 5.29% I m a ao ( y 25.79 T 25.78 i� TF 24.60 L=74.00' 7 FS FS I FS . I 25.80 ceT 26.56 0.6X d v N N :I FS FS 25.76 5=1.00% 25.85 I ye'„ :: Ki I L-HP 2 6' s I FS L=74.00' I I L=65.00' s I I TN 2 �I it y y c� 25.85 y S 5' 7 FS n y o 26.28 26.29 o? o 1 > (II 7 I I S=1.00% 2 I lye T L=65.00' 26.60 2 TW 33 10 2 a ,n Or z I ; jl S=1.98% arLi FS I W seG _ &-- of : I,n L=77.00' T 7 TF 2 .60 TOG 25.00 6 m N N4 N LL I 2 yej I 2 25.80 Ie l0 7 S=1.13% 26.14 I FS FS L=65.00' 7 S=1.03% FS KI ° PLAN 1A s' �I FS , I,n (� PLAN 1C j 6' I FS 2s.35 S=1.00z KI le � IN`1 3.sr N 1% ; Q2s.1r; $.68 a 9.67' QFEa/281;7' of L=so.00' I �i� 1QFF•28�' V ., � �"f'4 iI �la Fs �?'l �I6 st:�'f 2 s' r: LOT 1 ® 13.43' 82.00' 7 I 7 y I. ,0 2 C�fYf 3 •. o SEE SHEET 9 L- OOX 3 g•33 ,o ( �I .I PE 20.8 :1T S=1.09% I L=78.00' I 6' CHIMNEY Ij of: .I PLAN 3CR L=78.00' I' - - 0 5,1. 581 2 N ,1L0��-6^• TOG 25.0o PE 25.8 7 I PLAN 2A j 1.o PLAN 1BR Q > 7 I 7 PE 28.7 25 g4 1 2 TOG 25.00 6 L=75.00' 7 IOt i INV 23.67 S=1.00% I 3 I l 1 FEe2zo� S=1.00z cq -�,� ° o I �, Q 3 �I TOG 25.00 ly . I I I �. • PE 28.4 PLAN 38 s 1 FEBgM' y 1 3 ® O - o N �I INV 23.67 5=1.16% pn Fig 7T 6 INV 23 6 I I PE 25.8 I 26 �.5.4% I I TOG 25.00 -l0 3 j PE 28.1 x �519 �p�rNe�.a FS 25'27 m �._- __._._ s INV 23.67 I PE 25.8 6 TOG 25.00 i i CHIMNEY 25.94 7 i� �i TOG 25.20 Ikl.18% 80.00' I �I INV 24.47 6 I. I' TOG 25.80 25• - CHIMNEY I TOG 25.00 FS 6 TOG 25.20 TOG 25.50 F g 75 1i� 25.94 I INV 23.67 I� I INV 23.87 6 INV 23.87 I �i 6 INV 24.17 ' F PE 25• 2%-; F5 STEP g FS 2 i I NV 23.67 6 I: I 26.14 I TOG 25.50 26.50: 2 ^I 2 94 4" 5 0 o I 'oo i 25'7D• j' OPT. I I 2 INV 24.17 6 i j FS 26.74 CHIMNEY II w 25• n " III I 25.99 CHIMNEY F �o I '.�ao OPT. i I CHIMNEY- Ltd 25.94 PATIO N�s•. I I FS 26.44 F--.- FS TOG 25.80 j. . M 2 p.p,3' 10 M 2 N'� N N 17 PATIO Nr4' ° I �I '. ' FS. �1 2'% 6 INV 24.47 I €x. B ocK� T L®l =_-__ Fs 2z ❑O ❑O 25.77 2 © I] 3 - - WALL W N CHIMN�,65.00' 7 ° I N 3 .10 I N oo z n c> 25.77 I FS / � I OPT. `� 8 .� L X 24.6 _ o OPT. 2 a s PAT 0 PATIO S_1.70 v 3 TF v, PATIO o 0.7% 9% /r __ __ FOG f* m G 2 _ ,% ----- --- - I 25.30 _n r .. y . - 26.27 N \ N INV 23 67 _ 5 I'e- - _ , t - .. y ..FS 25.30 FG 25.6 N FL-HPS 2 ry 26.10 N 25.30 FG 25s FL HP25.80 O a FL -HP 04 f FL -HP N ri FL -HP FG 25.6 N F� G 25.8 .7% 31 A3 FG 25.6 u 0 9 -' t.7 -s FG 25 6 N 0 .. o Dy8% f 62. � ; -_ OL93' 2410._. L- ✓� 65,00' � !!! " 9% 62.00' �7 6 f 62 00 FG .r FG 25.8 FG 26.1 FG 26,1 FG 26.4 FG 26.4 L H N E - TW 31.43 TW 31.10 TW 31.43 TW 31.10 ;'__. TW 31.43 DC BLOCK TF 24.60 TW 31.43 TW 32.10 TW 31.60 "` 62.00' 62.00' TRW 26.10 Tf 24.60 ALL s TRW 26.10 EX. BLOCK TF (23.43) TRW 26.10 TF WALL TRW 26.10 TRW 26.10 TF 24.60 31,43 'I / - TF (23.43) (22.10) TF 22.10) TF (22.77) WALL TW 32.10 TW 31.60 TW 32.10 TW 31.90 EX. BLOCK TW 32.77 TW 32.20 W 24.77 I J ( TRW R.77 TF 25.40 TRW 26.10 TF 25.10 TF 25.70 - TF 22.77 WALL TRW 260) ( ) TF (23.43) TF (24.10) I CONSTRUCTION NOTES QUANTITY ESTIMATE NOTE TO CONTRACTOR - QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE PLAN FOR COLOR, FINISH AND DETAILS) 3,024 SF HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME O2 PLAN FOR COLOR, FINISH AND DETAILS) 9,487 SF OF CONSTRUCTION. CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 742 LF NOTE REGARDING GRADES O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT UNLESS OTHERWISE STATED: (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A FINISHED GRADE AROUND BUILDINGS = PE O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 8 EA PROJECT NOTES O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 16 EA 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,183 LF 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 16 EA 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE OCONSTRUCT (SEE LANDSCAPE ARCHITECTS PLAN FOR COLOR, FINISH AND DETAILS) N/A PROPOSED DRAINAGE INLET. 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 69 LF GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 7/2-4 LOIL� S DATE j#4&-:MANA&*0L 1st SUBSTITUTE MYLAR vv0ESS/% THIS MYLAR IS IDENTICAL TO THE QPQFESS/�I '� MYLAR APPROVED BY THE CITY /� - '� DE (4lo F� ENGINEER ON 1f�/19, EXCEPT FOR �Q� p K pE L IT Ff� D i g A I e r t {� "YI 9m ' THE REVISIONS NOTED HEREON. o fn g ;v Bm i O R� s Exp. rn UJI 46-3 0019 DIAL TOLL FREE w C43880 AID 0' 20' 40' 60' 80' 1-800-227-2600 1111 IN © Copyright 2019 `r�4r C / V, e��F m>9r c / V AT LEAST TWO DAYS SCALE 1 "=20' MSA Consulting, Inc. R OF CA01.O F pp C'h0 BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE NO. REVISIONS APPROVED DATE . BENCH NONE ELEV. 28.23 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.& NO. DESIGNED 8 APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET iN '"A T I MARK 43880 8 � LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE CDR. (��y7 DRAWN BY 1 REVISED PLAN DESIGNATION ON ALL LOTS. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING INTERSECTION OF AVENUE 52 AND JEFFERSON STREET SIGNATURE Ei/ 7/� TRACT NO. 36762 - FLORESTA OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JULIAN A. DE LA TORRE DATE CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN R.C.E. 43880 EXPIRES 6/30/19 BRY N MCKINNEY DATE 760.320.9831 msaconsultinginc com 7-7 j /' �� dY CITY ENGINEER PHASE 9 - LOTS 2-9 JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 FAST, S.B.M. SHEETS FOR PERMITTING Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 2•a i % G i LAMES WIATRAK DATE NY CASTRO DATE LDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR OF LA QUINTA OF LA QUINTA 10 ww.. a t , FL ?? ` - -- _ . _ _� __- - ,2+00 VIA SAi -MATEO __- o ----- _ a ° a 5,P5x;' ,� ` �$ TC ?3 - _ _"_ _ 11 + - ---I' - --�- TC--- a __ �r - UU - t _ _ .._. r a Z5. __ _._. ro > TOG 2g.00 s 2 <c M= so ^ e {�, ?3. 8 Tt� 24. i TC 23.59 _ TOG _ __ _ - m_ ---- t n . 5.57 I 8 ° ( 91 8 NV 22 89 24.80 8_._.._ 70G 25. Lri ® 14.54 ttJV 2 r� a a+ r� 7C 1 ?OG_. 24 -xn _ .._._ _ TC 23, INV 1 T TC _- - t - ® a 23'35 FL rc .- __...__ _ 24 86 8 35. 24.59 30 S N L�92 7 �w ! _ {N 22.97 I TC 23.81 TOG Ta; 24.80 8 FL 23.61 FL 23.70 1 FL 23.80 INV OQ... TOG 2 8 T 5=1.3ax 1x o 29.57 �" :K # 18 4 - _� 23.05 FS 23.75 FL 3.20 5 t INV 23r0 _ -_ - -- ` .. -� - - 23 88 0.5 1 i' T 25 _..w TC 24.91 o NEY 25.LL 80 3 N 1 M CHtM Co a ; N 4,3J g ., , ... _._ _.. 23.13 0. X 23.89 _ _ -._ _ 23 24.32 I 24. _ 5X 00 8 TOG 25.30 TC TC 1 ` _ TC 0 _...... INV 01 25.24 GR w . f 4 FL 62.2 2 42 24.50 FL �' S. 24.62 ® 60 vi r� a°t 23.67 6 .37 24.14 INV 33' - _.. 3 3 . 25 ` ; --•., no � ; � � 2 ' S9 0 4.89 a a " 2- ' r t o _ 58.7 K a_ 5.40 g - +- g =0.5 •t ,s 25.30 - a - � Fl LOT 9 D 10 � t � 3 # r- L _ =9' w m I N i # tm _ 5 24 ' 5 u? �.. 1t ----' 10 24. 76 .. - = FS 6.43 - IX. BLOCK _ # a pLAN 3A R L # # t.= L H .82 2 4.52 = t.- a >K 26.27 25.94 c o n rn t t °1_. 2 �_ + 23 - 4. w_ D 0.5 --a- 8 t •- � --� 25.62 10 ,p . - `° i t � _ 5 �_ 9' � 6' 9 N ALL i FF f- o .. .fi 4 3/T �n i i cv r� 0 0 1!_ a i , t w �6 : >K ad 25.3 ` 10 o >tt t t = 2 25.8 I, x i it w t , 0 25.08 FS 2 .12 , D=0.2, ° NI . I„� t N j Dui : 2 ao FS 25. , EP co .r 0.55 t = cvt Tt t>K o� M ao K i si 1 25.94 5 o S # o n o, <. t i �" a .- ,N . �i _ t : v 'f 6 STEP aM : cv 077t c t t� ° ° 25.47 °° . 1 `O i : .- .t N 2 15' " cv f N `�+ '� i .i t ,aKt? taro °° a o t t� t GF 25.80 4" STEP , tM o, 1 i o t 10 0 w 1tt $ :o=70.00 7 = "' N 31.10 GF 25.60 vii I �tri 1 ,� ro 25.30 , TW 31.10/� GF 25.60 t = t TW 31.60 TW 31.60 t - �t� �c h 3 t t� -H �t F 24.60 FS 25.54 t' 3 3 .t t N .° �T TW 31.90 D-0.5 cvt II �o i cn t '# �t 24. 0 FS 25.51 t' a `O TW 31.10 t 24. 0 TF 25.10 7 t t 7 0. y # TOG 25-00 6 3 N w { , , i 25.54 :t : t a N : t 25.56 , iG 25.50 P` _ TF 25.40 L 9 cv t t 24.60 t. 5 � t- t . , 26.10 TW 31.90 t 2 GF 26.40 t? , t. t TW 31.10 t i¢ FL -HP t- t , t 26.10 t I 3 TW 31.10 , GF 25.60 10 t 25.30 3 t 25.50 5 3 t 5 TF 24.60 © L=66.00 t K 3 t FL -HP # s : TF 24.6 , : t 25.30 FL -HP FL TF 7 t� FS 25.99 2 . 26.10 : i 25.30 i. t S=1.00X t x� t _ 0^ 31.10 _ .-a► _ `;' _ ,� 25.94 25.30 t . -HP 25.94 t� K t : t -.-4=-- r. t �t D=0.5 t 25.94 25.98 t � t 26.74 FL -HP 3x _T t t� L=8 t FL -HP 25.95 25.80 t t 3 5FS TW 32.20 -..-,f=- • 2• o # FL -HP �t I t TIN 31.60 9x I ^ Ito TIN 31.1-O 3 t t T 25.79 25.78 ti +t FS t t 3 5 t� I, 3 52 25.79 Tx 25.78 t1 t 4. L=74.00 t� 2 26.01 tI , t +, y 26.44 FL -HP 2 t a a! N 1 �' t F , t S 1.00X 7 FS t: , FS t t 25.80 t- : t aK� 26.56 - ' p.67G ° 4 iv t 25.76 - t 2 i 6 0 0 ° N r' t L=74.00' t t t L=65.00' 2 Kt� °.�:, :: 2 ,nt : t -HP 6' t �? ► ro 1 II t 25.85 t 5 , 7 ,mot , N t t TK i TIN 33 10 2 r J ,�; �\ , h yt 7 S=1.98X LOT T 2 i� �i t� S=1.00X 2 of : t� L=77.00' ot� �i 26.28 26.29 L=65.00' 26.60 2 t . TF 2 .60 25 s r� r+ _ a 25.80 t LOT 5 t : t� t 3. 7 •�'4 u. 23.11 �z 8 6 K' . : t 2 F5 i - PLAN 1C-L 6' 7 26.14 1 , FS L=65.00 7 i = t� 7 S=1.03X K ° _ t PLAN tA-L ,n . It to S=1.13X ® 13.43 IPNL_ 0p. 7 r' 1x o 1' t9.67 FF 26.27 0' 7 L=Bo.00 i ♦o t 2 LOT 3 ij �,o LOT 2 0! t i 26.35 S=1.00X 1 6' tO a2• a,, t FF 26.27 t L LOT 4 t aK T� S,1 00% g1 3 25.33 m : t 7 S=1.09x t L=78.00 t�, o. , N i - PE 25.6 t TOG 25.00 t i 6 CHIMNEY i to PLAN 1B-R i 7 I -,d 25 94 25. TOG 25.00 L=75.00 , LOT 6 PE 25.6 S-1. 50% 7 PLAN 2A-R t FFA 27.07 s 1 oox • .. o,, t 6 7 t1K PLAN 3B-R t 6 t FF 24 t t t t - Q "� 8 N �I INV 2 S=1.16X t l 3 I� INV 23.67 3 t �t FF 26.77 3 �I ,i © :gyp F� '. t t t� FF 26.27 t : i 6 TOG 25.0o i : i PE 25.8 i t PE 28.4 AN 0 01'1 C4 : t 6 TOG 25.00 t • to 3 INV 23.67 t . t t , PE 28.1 , t x :�LST� P1. 262T 25• so# Ln _ i t �j INV 2 7 t t PE 25.8 TOG 25.00 1 CHIMNEY 25.94 t t t' TOG6 t FF i--i 5• t 6 i � i TOG 25.20 6 TOG 25.20 t 7 L=80.00' TOG 25.50 i i NV 24.4 0 t 25.8 2x 2575 P 17j'' # # t CHIMNEY-� Lf 25.94 , TOG 25.00 INV 2 t� FS t INV 2 6 i S=1.18% 6 pe 4" S� 8_ i' i FS 2 " t INV 2 .6 6 i t t 26.14 , t INV 24.1 t t t: i t YS. O. t: t t V _. t TOG 25.50 6 i; : t 26.50 . 2 t 25.94 5 h r o r t t OPT. t t 2 t INV 4.17 I i 26.74 CHIMNEY t l i OPT. 1K -- < , N t t ZS.98 CHIMNEY t E FS TOG 25.80 i o t CHIMNEYS L 25.94 t PATIO a , �t FS 26.44 2 0=0.3 10 z N N N ,�'r PATIO N�;: t t -�+ BLOCK N L_8' 10 �i �, N =___- :, 2X '�=====25.77 3 WALL i �� CNIMN L�66.� 7 3 34 I N o �n �` '�.77 o i OPT. 2 0' 2 ^ t I r OPT. OPT. t S,1 v ati t i PATIO PATIO I ®# PATIO i o �77G 9X� .. l9XX 0. ,.� r - �, - 7 _ :r a 26.27 ' - � � � 25.30 '� 3 0.5_X_ _ _-.~._ -r r N 11N _ _ F,.. ` 25.30 FG 25.6 ,`� -H _ 25.30 FG 25.6 FL -HP N R 25.50 __.__._...__.._ '� FL -HP _____�__�_.� � L H - 2 � 25.80 ,_ 26.10 N FIG 25.6 "� L-HP FG 25.6 N FG 25.8 FL -HP N \ f y • �o` E" -= - _ T*_ 3i - _ - .. _ _ + ¢a FG 25.6 .. �� . - FG 25.6 �- .. �_ .. 7X� . • e- F1 ..N 0�8X . _ p1.93' 4.1 ___ ._ ./~� 65 00 !r. 9X 62.E �77L _ 62.00 .r' 0.9� �.7% 1 # _. ....:. _ .._ .,._ w_.. FIG 25.8 FG 26.1 F FG 26.4 ry :: 62.19, FIG 26.4 EX.... BL K _r. _ TW 31.43 ? TW 31.10 TIN 31.10 - , ., 6.1 _. s-- TW 31.43 TW 31.43 - _. _ 26.10 24.60 26.10 IX. BLOCK 24.60 TW 31.43 TIN 32.10 TW 31.60 .- :,.�._ �- 62.00 f 62.00' -�, Y TRW 26.10 EX. BLOCK 31,43 I �..._ - -- TF (23.43) i TF 2 26.1 TF (22.10) WALL W 26.10 TRW 22.6. 0 24.6 WALL TIN 32.10 :TW� 31.60 ,- d . TW 32.10 - TW 3. ` 4. 1C,r ( TF (22.10) ( ) 26.1 TRW 26 TF 25.40 EX. BLOCK T1M 32.77 j ! 1.90 TF (22.77) WALLTF (23.43) TF (24.10) I ! i 1 f ? 3 LOT 10 SEE SHEET 7 IF PE 25.6 MO.-,Ur*14� R 0' 20' 40' 60' sop SCALE 1 "=20' REVISIONS APPROVED I DATE CONSTRUCTION NOTES QUANTITY ESTNMATg NOTE TO CONTRACTOR - QUANTITY ESTIMATE (FOR PERMIT PURPOSE ONLY) MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE 4' THICK P.G.G. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY OCONSTRUCT PLAN FOR COLOR, FINISH AND DETAILS) 3,024 SF 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 O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME PLAN FOR COLOR, FINISH AND DETAILS) 2,487 SF OF CONSTRUCTION. CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 742 LF NOTE REGARDING GRADES O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT UNLESS OTHERWISE STATED: (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A FINISHED GRADE AROUND BUILDINGS = PE O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 8 EA PROJECT NOTES O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 16 EA 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 O7 INSTALL 4' PVC (SDR-35) PIPE AT 1X MIN SLOPE 1,183 LF 2. WALKS do SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 16 EA LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE OCONSTRUCT 9 SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5X TO THE (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A PROPOSED DRAINAGE INLET. 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 69 LF GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. © Copyright 2019 MSA Consulting, Inc. All Rights Reserved MSA O LTI IBC, . > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 IYWWKX %SUttIr*kwc.CoM MARK r N M ( ELEV. 28.23 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEFFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. 00E38/0j, DE L4 1k*1 of Jv� 99 � fn L � C43880 � m Exp. 6-30-19 V , V �rF OF C1\0F� QOIL43880 am SKNIATMof) OMwN my JULIAN A DE LA TORRE DATE >tMAN R.C.E. 43880 EXPIRES 6/30/19 C>FEpO� B MCKINNEY CITY ENGINEER JAB R.C.E. 49418 EXPIRES CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 36762 - FLORESTA 8 CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN OF DATE PHASE 9 - LOTS 2-9 9 130/20 BEING A SUBDIVISION OF -A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SI ETS 15+DO 4+D0 ©- I - V A SAN MAEO Tr (95 5n) LOT 2 SEE SHEET 8 PE 26.4 81G -4- 0.1% 15+77.9 HP \ \ \ \ 725.49 \ \ 964` _ \ �',14 �, L07 A sZ I ,� PE (27.0) EX. BLOCK / WALL rC 0Ln Cl m r r N �4b N N r N 33.10 EX Y e Y F11 kzb.bu) v v r WA BLOCK _ r \ALL ; I - IN 1� FG 27.3 FG 27.3 �WAL TIN 32 BLOCK TF.50 26.50` m 11 I I IY I I TW 33.10 1J 26.60 TF33.37 26.37 I 1800 _ _ (- VIA SAN MATEO f F ff QUANTITY ESTIMATE 6.67' 10 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S 't. ❑' LLm 774 SF N/A CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S REMOVE D=0.6'�r.6.66': s 1,187 SF :. CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE DY 33.10 = - O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) t 6 EA 0 GF 27.60 fl EXISTING SIGN TF N/A 3 5 2 TW 33 40 i' 3 EA 26.43 O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 3 27.30 27.94 TF 26.90 TW 33.40 O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 433 LF EXISTING LANDSCAPE FEATURES .� -H 27.3. TF 26.73 SAWCUT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 54 LF FL- P ., N/A 15 LF II'I yl I L=67.00' aT27.76 '1 7 S=1.15% FS PPEERUARCH.PU7 `,!/��(�� 12 CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA OUINTA STD. DWG. NO. 200, 230 AND 23130 II 27.80 3\. CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CITY OF LA QUINTA STD. DWG. 13 NO. 221 (NO SIDEWALK) AND STD. DWG. N0, 200 97 SF LOT 42 Z NOTE TO CONTRACTOR - QUANTITY ESTIMATE �I L07 63 I 11 PLAN 3BR � -�1: NI LOT 49 PIANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PE (27.3) :I 8 I QFF 28.27 2l. `" TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. �j I PE 27.6 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME EX. BLOCK WALL L M I I TOG 27.00 L=74.00' 6 7 i' EX. BLOCK II NOTE REGARDING GRADES li INV 25. S=1.00% WALL FINISHED GRADE AROUND BUILDINGS = PE :I '� 2 .. I. -CHIMNEY' Iy. I 7 27.94 TOG 27.00 QUINTA STD. PLAN NO. 200 CONSTRUCTION NOTES QUANTITY ESTIMATE QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S FOR PERMIT PURPOSES ONLY ❑' O1 PLAN FOR COLOR, FINISH AND DETAILS) 774 SF N/A CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S REMOVE EXISTING A.C. PAVEMENT O2 PLAN FOR COLOR, FINISH AND DETAILS) 1,187 SF REMOVE CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE 475 SF O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 149 LF 6 EA OCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT O REMOVE EXISTING SIGN (SEE LANDSCAPE ARCHITECT'S PUN FOR COLOR, FINISH AND DETAILS) N/A REMOVE OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 3 EA �7 O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 6 EA 1 EA O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 433 LF EXISTING LANDSCAPE FEATURES O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 36 EA SAWCUT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 54 LF 10 OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 15 LF 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 8LF �` 11 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 50 SIF `,!/��(�� 12 CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA OUINTA STD. DWG. NO. 200, 230 AND 23130 LF 1 CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CITY OF LA QUINTA STD. DWG. 13 NO. 221 (NO SIDEWALK) AND STD. DWG. N0, 200 97 SF , �J NOTE TO CONTRACTOR - QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PIANS, 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STO. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. DATE "A M 2 \ )6+00 3 EX. DRNEWAY 10 �p I I I I lLu 13 I I gl \ EX. WALL � 8 � 7 LOT 46 TEMPORARY PARKING LOT DEMO SCALE: 1" = 20' DEMOLITION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY ❑' PROTECT IN PLACE N/A ❑2 REMOVE EXISTING A.C. PAVEMENT 3,884 SF 3� REMOVE EXISTING CONCRETE 475 SF REMOVE EXISTING WHEEL STOP 6 EA El REMOVE EXISTING SIGN 3 EA © REMOVE EXISTING FENCING 68 LF �7 REMOVE EXISTING PORTA POTTY 1 EA REMOVE EXISTING LANDSCAPE FEATURES N/A �9 SAWCUT AND SMOOTH JOIN 54 LF 10 REMOVE EXISTING CURB AND GUTTER 15 LF UP COMPLIANCE g T& Lo DATE FS 6 INV 2 .6 I - OPT. Ell I PATIO 0.7 s Ff- X0.7 .. .. -s 21 (�•-- m TW 33.40 L -H TF 26.73 FG 27.6 TW -- 0 TW 34.26 FG 27.6 -� TF z6.- Fc z8.36 3rd SUBSTITUTE MYLAR _ TW 34.11 `EX. BLOCK - FG 28.2 WALL Qp,OFES3/ON THIS MYLAR IS IDENTICAL TO THE QpoFE6Slgy DE MYLAR APPROVED BY THE CITY '4! /� 4I` L4r Fy ENGINEER ON 1/6/20, EXCEPT FOR �Q� 4P.DE(4r Fp D i g j A l e r t VO .C� v �9m im H©EVISIONS NOTED HEREON. o o9m m w C43880�m w C43880 w R � Exp. 6-30-21 c DIAL TOLL FREE 0 20' 40' 60' 80' 1-800-227-2600 Q AT LEAST TWO DAYS CConsul Inq;O n0 N�4TF OF CA \�OP�\ l'T� OF CA\ \FOPr\ SCALE 1 "=20' All Rights R�s�rved JULIAN A. D LA TORR BEFORE YOU DIG BENCH PREPARED UNDER THE DIRECT 8l1PERV1810N OF R.C.E.NO. DE8101ED B APPROVED 8 CITY LA QUINTA SHEET No. REVISIONS APPROVED DATE I N- ' +^ MARK NONE ELEV. 28.23 aMB CITY OF LA QUINTA CALIFORNIA M5/4 CONSU LTI N I%it � 43880 WIN BY TRACT NO. 36782 - QUINTA, 9 1 REVISED AC UNIT LOCATION ON LOT 1 AND PLAN DESIGNATION ON ALL LOTS. LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE OF >PLANNING> CIVIL ENGINEERING > LAND `,UI?Vf YI NG INTERSECTION OF AVENUE 52 AND JEFFERSON STREET BMB 2 REVISED AC UNIT LOCATION ON LOTS 1, 42, 46 AND THE CITYS APPROVAL BLOCK 34200 Bob Hope Drive, Rancho Mirage, CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. JUUAN A. DE LA TORRE DAT! CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 9 3 REVISED UNIT TYPE ON LOTS 1, 46 AND LOT GRADING. 760.320.9811 msaconsultinginc.com R.C.E. 43880 EXPIRES 6/30/21 CHECKED By CITY ENGINEER Er DnrE BUILDOUT LOTS 1, 42 AND 48 / TEMPORARY PARKING DEMO 9 JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS FOR 14+00 LOT 2 SEE SHEE1 PE 26.4' Dig j Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 15+00 -,- 01 • 60 :• SCALE 1 • NO. REVISIONS APPROVED I DATE 1 REVISED AC UNIT LOCATION ON LOT 1 AND PLAN DESIGNATION ON ALL LOTS. REVISED AC UNIT LOCATION ON LOTS 1. 42. 46 AND THE CITY'S APPROVAL BLOCK _. J5+77 HP .49 24.44 J� `a4g 16 16 72 1N �X 12 j90.16 \Ax00 l 2S 4s [ 26.45 - , 132S.3g\ ;r .. 8 .24• x13 111 6.80 ^ 58�\� ' FS 01 r C S 3 Iv MF 5 FS 26.8 T CM t FS27j / o 7�� a i � F$ 26 84 ` 1 TW �,.4" STF° EX. BLOCK WALL 18+00 I I I - - -� VIA__ S__AN_ MA_ T_ EO ---- -- - - TC 26.14 1 TC 26.24 - FL 25.85 FL(25.91)8TOG 26.4 -- INV 24.9 ®T 43 PLAN 3BRA LOT Oil � PIE (38.8) AW E✓ffl.2'l°' /��, L.i I PC (27.9) �I PE 27.6 EX. BLOCK j TOG 27.00 L=74.00' of EX. BLOCK WALLINV 25.67 6 5=1.00% 7 Iy WALL i �i 2 CHIMNEY 2% I. f- 27.94 T, TW 34.11 E. BL XOCK FG 28.2 WALL RR ry IRR ....,,._.. RR cG Copyright 2019 MSA Consulting, Inc. All Rights Reserved MSA COS .F.T G INC > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultingina.com CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 774 SF CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S O2 PLAN FOR COLOR, FINISH AND DETAILS) 1,187 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 149 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 3 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 6 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 433 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 6 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 9 LF 11 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 47 SF CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. 12 NO. 200, 230 AND 231 25 LF CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CITY OF LA QUINTA STD. DWG. O13 NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 120 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING -STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. NONE I ELEV. 28.23 FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. gipNATURE INTERSECTION OF AVENUE 52 AND JEFFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. JULIAN R.C.E. 438A.80 DE LA TORRE 3880 EXPIRES 6/30/49'2-I �OFESS/qy\ Q_ 01. DE [ 4 y pa TO9m � C43880 mm Exp. 6-30-21 Q OF CAUL -,A - 1#]IqLlol..4 I l' ORTEGA DATE JCI-IiRl FLORES DATE INTERIM BUILDING OFFICIAL PLANNING MANAGER ` CITY OF LA QUINTA CITY OF LA QUINTA Z7� ^-ll v 100 EX. WALL 7 LOT 46 TEMPORARY PARKING LOT DEMO SCALE: 1" = 20' DEMOLITION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY ❑j PROTECT IN PLACE N/A REMOVE EXISTING A.C. PAVEMENT 3,884 SF �3 REMOVE EXISTING CONCRETE 476 SF �4 REMOVE EXISTING WHEEL STOP 6 EA 5 REMOVE EXISTING SIGN 3 EA ❑6 REMOVE EXISTING FENCING 68 LF 07 REMOVE EXISTING PORTA POTTY 1 EA ❑B REMOVE EXISTING LANDSCAPE FEATURES N/A ❑g SAWCUT AND SMOOTH JOIN 54 LF 10 REMOVE EXISTING CURB AND GUTTER 15 LF 43880 DRAWW ev DATE I�'I� atEacEo BY BRYAN MY" DATE CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/2, 2nd SUBSTITUTE MYLAR 8 THIS MYLAR IS IDENTICAL TO THE QVpO ESS/O� '4� a MYLAR APPROVED BY THE CITY R DE 44T F a ENGINEER ON 7/39/19. EXCEPT FOR NOTED �Q� y� g THE REVISIONS HEREON. 2 ' m w C43880 m m s L 1 V y QF CAULF� j JULIAN A. DE LA TORRE C CITY OF LA QUINTA, CALIFORNIA SHEET 0 TRACT NO. 36762 - FLORESTA 9OF {{ CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 9 j BUILDOUT LOTS 1, 42 AND 46 / TEMPORARY PARKING DEMO g } BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS � I I { I & ZONING COMPLIANCE w ----� _ 22 15+00 - -w TC + 5.938 _ ,4+GQ - - -F�l q SAN MA EO 7 - "P _ - TC 25.50 - oo ---- 15+ FL 25.49 ~ 8 ITOG NV 25.5 FL 24.85 TOG 25.90 8 M g TOG 26. T 2S g 4 ' v 24: 1C 25.23 FL 24.77 0. O% INV 24. 8 I 24 20 FL 23 4 6 i - a- - -_-- - - - - - - - _ - - ----- _ - - - - - fX ��, 83 25.39 ' 25.48 _ 92 N 1_ B kt 25. 9 g1" FL +pp _ TC 25. J01 12 --- _ : \ FS FS m o 7e� 46 23.4.5 -_�ea-, �! • T:IiI CON °F•S, -FS 26.70 r • +IIxV N^�.�' iceI I 6H8p�P 5 a•61 N 13 9Cq .24.o ihs 28:07 06.37 �GF 26.70 4" STEP r2Cs ^gFOL1�C y2x25338>62 26.8 ?Sg3 r TW 32. o d I I. r 26.40 a to 3 TF 25.7 i r FL -HP T 26.40 ❑® i1 h 1rt+ I rid TW 32.20 h1II0. 5 (, t N N N FS 6 81 o 25.70 3 F 2 r -H ;: 8.21' �� I '� I i TW 3 4 STEP ° m T 26.88 26.85 I' I II ', �I TF 2.6pti KI: py� FS Q N JO m I i 26.1p 3 �GF 27.10 fir 2 •42p 2 26.91 92i II `° I I I I ^' �i a 26.80 r L I FS oIy i I( I! I ^ 2 ^ I 3 1W 32. F L=75.00'�� 3 a I ��rk 25 TF 2 10 LOT 2 I ts 7 S=1.o3z 27.04 I I I �l0 27.28 � SEE SHEET 8 a j i I W! Tw 33.00 PE 26.4 ��K 6' ,rL0T_-1., 0. , 1 I I fX• s 27. TF 26 00 < .� I� PLAN 2B ` L=69.o0' 7 �� WALL BLOCK 31 2 I4 1� Q F s=1.o0z a I I Fs I. k, R" ��,�2 _ u� I 27 6 p �i PE 26.7 CHIMNEY I� v o o i _ +li L� FS 44 S�� 5.00' I I� , TOG 26.10 6 TOG 26.10 I N ^ n , • ( I > S, 73 O0. 1 V r- OOZ > INV 24.77 2 6 INV 24.77 i o I I N N ,� 1 �i CH1M 1.03,E p�AN 27.04 Hfy FS 13.35 `° I TOG 26. P 2z ' �I + a r{ I INV 25. 5, ol�lr ,r LOT 4!8 0 17 6 rn 26.89 3�� o+ I K °0 2 6 256.50 !, (27.®) G y1 --------' IOD FS 26.40 �a N \ 27 44 17 I �,h .� FL -HP; o o R� ? \ 27.29 EX. BLOCK FG 26.7 FG 26.7 ^��` -/ % ; ' ! to\ y 0.8,v F$ WALL16 . .�-..s 46.74' TF 2570 TW 32.77 WW .0 ( ( - FL HPTF 2570 TRW 6(32.7 TF (24.10) O p •� • WALL TF 25.43 m .. _ I `' J TIN 33.10 N I, N N __ TF 26.60 � � . r! I I� � r EX. BLOCKS r`f WALL 1 CI I - -_--__ .a _ FG 27.3 13 I r EX BLOCK 32.50' I I WALL TF 26.50 mr; I i I I I TW 33.10 I I I F 2 .60 18iod _ - I VIA SAP LOT 43 PE (27.S) EX. BLOCK WALL w,_.7 MATED LOT 411 PE (R7.9) -EX. BLOCK WALL CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S O1 PLAN FOR COLOR, FINISH AND DETAILS) 774 SF CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S O2 PLAN FOR COLOR, FINISH AND DETAILS) 1,187 SF CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE O3 LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 149 LF O4 CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A OS OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 3 EA O6 INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 6 EA O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 433 LF OS INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 6 EA SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT OCONSTRUCT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 9 LF 11 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 47 SF CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. 12 NO. 200, 230 AND 231 25 LF CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CITY OF LA QUINTA STD. DWG. O13 NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 120 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. WALKS & SLABS: CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STD. PLAN NO. 200 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. JAMES WIATRAK 'DATE Lt1 wi r {•ORB s TE BUILDING OFFICIAL j%.F1lVNl1jl(S MAN�GB CITY OF LA QUINTA CITY OF LA QU NTA EX. WALL DEMOLITION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY �j PROTECT IN PLACE N/A ❑2 REMOVE EXISTING A.C. PAVEMENT 3,884 SF �3 REMOVE EXISTING CONCRETE 476 SF �4 REMOVE EXISTING WHEEL STOP 6 EA FREMOVE EXISTING SIGN 3 EA ❑6 REMOVE EXISTING FENCING 68 LF �7 REMOVE EXISTING PORTA POTTY 1 EA ❑8 REMOVE EXISTING LANDSCAPE FEATURES N/A ❑9 SAWCUT AND SMOOTH JOIN 54 LF 10 REMOVE EXISTING CURB AND GUTTER 15 LF I TW 33.10 TW 34.26 r� ��•d 1 r c c=� = _ .w -.' 1st SUBSTITUTE MYLAR TF 26.43 FG 28.36-.__,, ._ �'= - _ i 34.11 �EX. P FG BLOCK WALL_ (RR-� 28.2 WALL QPpFESS/GJy THIS MYLAR IS IDENTICAL TO THE OFESS/ QA AV a i - _ - -._IRR--- ---- ---" -IRR -----..__--- ,---. DE �e A' L4 p F� MYLAR APPROVED BY THE CITY ENGINEER ON 1 /22/19. EXCEPT FOR UE '� L.IT F a D i g Alert v �' oqm m THE REVISIONS NOTED HEREON. g; r °qm= g Q R� 43880300-19 ms Q s C43880 9m FREE Exp DIAL TOLL Of zo' ao' so' So' a 1-800-227-2600 © `P� 0/ V\ V �� 9T 00'T `o� / V I �� Copyright 2019 MSA Consulting, Inc. OQ F oic F p0 0 2 AT LEAST TWO DAYS SCALE 1 "=20' CAL\F OF CA1"\F BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE o NO. REVISIONS APPROVED DATE BENCH NONE ELEV. 28.23 PREPARED UNDER TM DiECT SUPERVISION OF R.C.E. No. DESISTED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSA J ° +a MARK 43880DRAWN sMs 9 1 REVISED AC UNIT LOCATION ON LOT 1 AND PLAN DESIGNATION ON ALL LOTS. I` > PLANNING > CIVIL ENGINEERING> LAND SURVEYING LOCATION FINISH FLOOR INTERSECTION OF FIRST COMMUNITY BANK, SE CDR. OF AVENUE 52 AND JEFFERSON STREET SK�IATURE BY / 4 717 TRACT NO. 36762 - FLORESTA OP u JULIAN A. DE LA TORRE DATE 8MS CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 7_ZS �q CHECKED By BRY N MCKINNEY DATE CITY ENGINEER BUILDOUT LOTS 1, 42 AND 46 / TEMPORARY PARKING DEMO 9 $ JAB R.C.E. 49418 EXPIRES 09/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS NG !l __- 14+00_J LOT 2 SEE SHEET I PE 26.4 r r' ® r r .t^ a .... - de✓ Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG m 15+00 R 0' 20' 40' 60' 80' SCALE 1 "=20' _. 7.7 15+6 r, •54 Ft..,.? o�i JOIN48 n-.rv90r� 18 + TC (26.14 LOT 43 PE (�7.3) IX. BLOCK WALL i r 1 i 1.1 _-- --- via ra u.vt 7" STEP r' 6.67' D .1330 TF 26. 5 .02 -H I 7 L=67.00' I S=1.15% ,� .� ►N MATEO _ _. 'i25.85) FL 25.91 6.47 , 26.53 �` f 27.08 i Fs �t tt TI 6F 27. o60 '. ° �NI�I n- art 27. LOT 42 PLAN 38-L FF 28.27 PE 27.8 L=74.(m', S=1.00% IMNEY OPT. PATIO I: �I. 1�I f r '\ , 0.77� 0� FG 27.6 r 27. 0 L-H ,� C.4 FG 27.6 " 3j LOT 41 PE (27.0) -EX. BLOCK WALL i r ry kco.ao) TW 34.11 EX. BLOCK - G 28.2 WALL Oc Copyright 2019 MSA Consulting, Inc. All Rights R•s•rv•d REVISIONS APPROVED DATE MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msmeonfultin0 com CONSTRUCTION NOTES IJANITIIIT Yu�a�sMo TE O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 774 SF O2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 1,187 SF O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) 149 LF OCONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS) N/A 5O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 3 3 EA O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET NO. 3 6 EA Q7 INSTALL 4" PVC (SDR-35) PIPE AT 1 R MIN SLOPE 433 LF O8 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 3 6 EA OCONSTRUCT SPLIT FACED BLOCK RETAINING WALL PER SEPARATE PERMIT 9 (SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR, FINISH AND DETAILS} N/A 10 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 3 9 LF 11 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CLASS 2 AGGREGATE BASE 47 SF 12 CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. NO. 200, 230 AND 231 25 LF O13 CONSTRUCT DRIVEWAY (WIDTH = 16'), PER CITY OF LA QUINTA STD. DWG. NO. 221 (NO SIDEWALK) AND STD. DWG. NO. 200 120 SF NOTE TO CONTRACTOR - QUANTITY ESTIMATE 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. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE PROJECT NOTES 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 2. 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 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT do CITY OF LA QUINTA STANDARDS, THE SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO THE PROPOSED DRAINAGE INLET. GARAGE FLOOR NOTES GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, CONTRACTOR TO DEEPEN FOOTINGS AROUND THE GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. N M ELEV. 28.23 - -- - ^- FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. >ilAT1 _ C INTERSECTION OF AVENUE 52 AND JEFFERSON STREET JULIAN A. DE LA TORRE PER GRADING PLAN BY AMIR ENGINEERS. R.C.E. 43880 EXPIRES 6/30/19 e�pFESS /ql,, DE L 4 to It*, L? C43880 Exp. 6-30-19 \F CF CAL�F�' [AMES WIATRAK DATE NY CASTRO DATE UILDING OFFICIAL IGN AND DEVELOPMENT DIRECTOR ITY OF LA QUINTA LITY OF LA QUINTA LOT 46 TEMPORARY PARKING LOT DEMO SCALE: 1 " = 20' DEMOLITION NOTES QUANTITY Fil PROTECT IN PLACE N/A a REMOVE EXISTING A.C. PAVEMENT 3,884 SF n REMOVE EXISTING CONCRETE 476 SF �4 REMOVE EXISTING WHEEL STOP 6 EA ❑5 REMOVE EXISTING SIGN 3 EA R REMOVE EXISTING FENCING 68 LF Q REMOVE EXISTING PORTA POTTY 1 EA �8 REMOVE EXISTING LANDSCAPE FEATURES N/A ❑g SAWCUT AND SMOOTH JOIN 54 LF 16 REMOVE EXISTING CURB AND GUTTER 15 LF 43880 am DRAVM BY DATE WE A4 BY B MCKINNEY DATE CITY NGINEER JAB R.�CEN.49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA TRACT NO. 36782 - FLORESTA CONSTRUCTION PHASES 3-9 PRECISE GRADING PLAN BU ILDOUT LOTS 1, 42 AND 48 / TEMPORARY PARKING DEMO BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M.