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PG2016-0010, PG2018-0010, PG2019-0011IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 1 7 IN Vf 22 a AVEN CITY OF LA QUINTA StTE l AVENUE 52 VICINITY MAP N.T.S. CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 10 CONSTRUCT 4" THICK P.C.C. DRIVEWAY -N (5,880 S.F 1 REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR 2O CONSTRUCT 4" THICK P.C.C. WALK / SLAB (5,530 S.Ft Q REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR %.-- O CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,955 L.F. REFER TO LANDSCAPE PLANS FOR COLOR ® CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 230 L.F. REFER TO LANDSCAPE PLANS FOR COLOR O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL A ON SHEET 2 19 EA. © INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 2 32 EA. O INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE 6,230 L.F. a ® INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 2 32 EA. O9 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2 8 L.F. EARTHWORK ESTIMATE RAW CUT 1,275 CY RAW FILL 1,275 CY (17 LOTS - ASSUMED 75 CUBIC YARDS EXCAVATION PER LOT) NOTE TO CONTRACTOR- QUANTITY ESTIMATE I Mro IMA W, N 17, A Tfif Z ,w] Edp MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NUISANCE WATER 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. 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. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. BASIS OF BEARING - BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 5, TOWNSHIP 6 SOUTH, RANGE 7 EAST, ALSO BEING THE CENTERLINE OF AVENUE 52 PER TRACT NO. 24889 M.B. 210/38-52; BEING: N 89'51'03" E. FEMA FLOOD ZONE 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 0.2% ANNUAL CHANCE FLOODPLAIN. LEGEND- O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2 CONSTRUCT 4" THICK P.C.C. WALK / SLAB - EXISTING CENTERLINE - - EXISTING RIGHT OF WAY EXISTING PUE EXISTING BOUNDARY EXISTING PROPERTY LINE EXISTING CURB AND GUTTER W EXISTING WATER MAIN S EXISTING SEWER MAIN SD EXISTING STORM DRAIN LINE O CONSTRUCT PRECISION BLOCK GARDEN WALL CONSTRUCT PRECISION BLOCK GARDEN / RETAINING WALL ® 70 - CONSTRUCT 4" STORM DRAIN LINE EXTENDED FOOTING O9 Dig � Safely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS a BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SITE ADDRESS NW CORNER AT INTERSECTION OF AVENUE 52 AND JEFFERSON STREET. SOURCE OF TOPOGRAPHY ROBERT J. LUNG & ASSOCIATES 2832 WALNUT AVENUE, SUITE E TUSTIN, CALIFORNIA 92608 PHONE: (714) 832-2077 WORK ORDER: 42722 DATE OF PHOTOGRAPHY: JUNE 25, 2014 NO. I REVISIONS APPROVED DATE 1 REVISED CITY SIGNATURE BLOCK; REVISED QUANTITIES LOTS 3141 AND 47j�52 BEING A SUBDIVISION OF LOTS 1 AND 2 AND LETTERED LOT C, OF TRACT NO. 31798, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 398, PAGES 53 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICES OF THE COUNTY RECORDER OF SAID COUNTY. PREPARED FOR- BEAZER HOMES HOLDING CORP. 1800 E. IMPERIAL HIGHWAY, SUITE 140 BREA, CA 92821 (714) 672-7047 CATCH BASIN NO. 3E Q1oo= 3.14 cfs CATCH BASIN NO. 3D Q1o= 1.63 cfs Q1oo= 3 14 cf i TkACI HO.1248bG-71 1 1 I 58 59 I 65 gg g g$ 69 � 10= 1.63 cfs fY 57 ` 60 g . g2 l 63 64 70 `1T1�3AC� 1�1 Hn OO. 2683 0-7 4 \ / CITRUS 71 72 73 74 56 - _ . d r�.�L%- w CATCH BASIN NO. 4E3 Q100= 9.86 cfs j Q1o= 5.16 cfs J 75 CATCH BASIN NO. 4A Q100= 9.86 cfs Q1o= 5.16 cfs r..78 I cc w Uj _ cc N a� w ; U. LLI CAT BASIN NO. 38 Q1I 8.79 cfs Q1o`= 4.57 cfs --- - . momammam Oak CATCH BASIN NO. 1A . . CATCH BASIN NO. 1 B CATCH BASIN NO. 3A +� CATCH BASIN NO 2B C = ! _ c� ,..:,. _ Q1oo 4.065 cfs - Q1oo 8.79 cfs „$* W , Q1oo= 2.53 cfs Q= 4.065 cfs �� Q10= 2.11 cfs Q1o= 1.33 cfs Q1o= 2.11 cfs AVENUE 52 Q10= 4.57 cfs V0 ;* M/U M/H LOT ADDRESS TABLE LOT NO. ADDRESS LOT NO. ADDRESS 31 51-726 VIA SANTERO 40 79-963 VIA SAN MATEO 32 51-760 VIA SANTERO 41 79-945 VIA SAN MATEO 33 51-794 VIA SANTERO 47 51-935 VIA SANTERO 34 51-828 VIA SANTERO 48 51-901 VIA SANTERO 35 51-862 VIA SANTERO 49 51-867 VIA SANTERO 36 51-896 VIA SANTERO 50 51-833 VIA SANTERO 37 51-930 VIA SANTERO 51 51-799 VIA SANTERO 38 51-964 VIA SANTERO 52 51-765 VIA SANTERO 39 51-998 VIA SANTERO MAP- 0' 00.00 " d 1 SCALE 1"=150' INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 PRECISE GRADING LOTS 36-41 & 47-48 3 PRECISE GRADING LOTS 31-35 & 49-52 ABBREVIATIONS EVC END OF VERTICAL CURVE PRC E EAST EX. EXISTING PP N NORTH FF FINISHED FLOOR PROP S SOUTH FG FINISHED GRADE PT. W) WEST FL FLOWLINE PUE NE) NORTHEAST FS FINISHED SURFACE PVI NW) NORTHWEST GB GRADE BREAK PVMT SE) SOUTHEAST GF GARAGE FLOOR R/W SW) SOUTHWEST HC HANDICAP RAD. AC ASPHALT CONCRETE HP HIGH POINT RED. BC BEGINNING OF CURVE HZ HORIZONTAL SD BCR BEGIN CURB RETURN INV INVERT S.F. BOC BACK OF CURB LINE L# STA. BS BOTTOM OF STEPS L.F. LINEAL FEET STD. BSL BUILDIG SETBACK LP LOW POINT S/W C# CURVE MAX. MAXIMUM SWR C/L CENTERLINE MH MANHOLE TB C&G CURB AND GUTTER MIN. MINIMUM TC NOTE- C.B. CATCH BASIN MOC MID -POINT OF CURVE TF SEPARATE PERMITS FROM THE C.Y. CUBIC YARDS MVC MIP-POINT OF VERTICAL CURVE TOG D DEPTH NG NATURAL GROUND TP BUILDING AND SAFETY DB DRAIN BOX NO. NUMBER TRW DEPARTMENT SHALL BE DWG. DRAWING N.T.S. NOT TO SCALE TW REQUIRED FOR ALL WALLS. DWY DRIVEWAY O/H OVERHEAD TYP. EA. EACH P/L PROPERTY LINE VC EC END OF CURVE P.C.C. PORTLAND CONCRETE CEMENT VERT ECR END CURB RETURN PCC POINT OF COMPOUND CURVE W © Copyright 2018 ELEV ELEVATION PE PAD ELEVATION WTR MSA Consulting, Inc. EP EDGE OF PAVEMENT PIG POINT OF INTERSECTION/GUTTER FL All Rights Reserved ESMT EASEMENT POC POINT ON CURVE ytiBRA rj�G� FORTY YEARS MSA CONSULTING, INC. PLANNING} ■ CmL EmIIdEmwe ■ LAND SuRvEywa 34200 BOB HOPE DRrvE ■ RANCHO MmAGE ® CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 tiO 1 R PROJECT NOTES INDEX LEGEND - > DIRECTION OF FLOW - - --> EMERGENCY OVERFLOW ■ CATCH BASIN 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CITY OF LA QUINTA STD. PLAN NO. 200 POINT OF REVERSE CURVE 2. WALKS & SLABS: CONCRETE SHALL BE CLASS POWER POLE 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER PROPOSED CITY OF LA QUINTA STD. PLAN NO. 200 POINT 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS PUBLIC UTILITY EASEMENT REPORT, THE SWALE HIGHPOINT OF 0.3' BELOW PAD POINT OF VERTICAL INTERSECTION PAVEMENT ELEVATION SHALL BE SET BASED ON A MINIMUM RIGHT OF WAY GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE RADIUS AND THE SWALE SHALL HAVE A MINIMUM GRADE OF REDUCER 1.0% TO THE PROPOSED DRAINAGE INLET. STORM DRAIN SQUARE FEET STATION STANDARD SIDEWALK SEWER TOP OF BERM TOP OF CURB Q,OFESS/pN TOP OF FOOTING 9� TOP OF GRATE �QM P- DE 44 P Ry p 099 �Z TOP OF PAVEMENT Co TOP OF RETAINING WALL J TOP OF WALL w C43880 m m TYPICAL CC VERTICAL CURVE VERTICAL WIDTH �j C l V �• Q WATER QrF OF CA1yFO�� BENCH ELEV. 28.23 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE INTERSECTION OF AVENUE 52 AND JEEFERSON STREET JULIAN A. DE LA TORRE PER GRADING PLAN BY AMIR ENGINEERS. PROJECT INFO OWNER: K►M MOLINA BEAZER HOMES HOLDING CORP. 1800 IMPERIAL HWY., STE. 140 BREA, CA 92821 PHONE: (714) 672-7047 CIVIL ENGINEER: JULIAN A. DE LA TORRE MSA CONSULTING, INC. 34200 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270 PHONE: (760) 320-9811 FAX: (760) 323-7893 SOILS ENGINEER: SIAMAK JAFROUDI PETRA GEOSCIENCES INC. 3190 AIRPORT LOPP DR., STE. J1 COSTA MESA, CA 92626 PHONE: (714) 549-8921 FAX: (714) 549-1438 10' PUE R/W JAMES WIATRAK DATE DATE BUILDING OFFICIAL t7ta0rtol7 GENERAL NOTES CITY OF LA QUINTA CITY OF LA QUINTA 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDI PAD itEVATION 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. 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: SEPTEMBER 10. 2015, 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 A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. NOTE TO 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. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2651 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR- CONSTRUCTION OBSERVATION THESE DRAWINGS WERE PREPARED BY MSA CONSULTING, INC. (MSA) USING CURRENTLY ACCEPTED INDUSTRY AND AGENCY STANDARDS. MSA HAS NO CONTROL OVER THE CONTRACTOR'S MEANS OR METHODS; AND UNLESS MSA IS ENGAGED TO PERFORM FULL-TIME, ON -SITE OBSERVATION, MSA CANNOT REPRESENT THAT THE CONSTRUCTION IS COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS OR APPROPRIATE SPECIFICATIONS. UNLESS MSA IS PERFORMING FULL-TIME, ON -SITE OBSERVATION, MSA'S RESPONSIBILITY AS THE CIVIL ENGINEER OF RECORD IS LIMITED TO THE DESIGN AT THE ONSET OF CONSTRUCTION. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY, AND AGREES TO DEFEND, INDEMNIFY AND HOLD MSA HARMLESS FROM ANY AND ALL 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. 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. 37' 37.25' 10' PUE 1 18.625' C/L 18.625' 1 m 18' 18' U J J LL TP AT CENTERLINE `` 0 TC=TP+0.02' 2% MIN TC=TP+0.02' a 2% MIN 20% MAX 2% 2%-------- 07 20% MAX PRIVATE ON -SITE ROAD (R VALUE=50, TI=6) NTS �... ,. R.C.E. NO. DESIGNED B: APPROVED BY CITY OF LA QUINTA DS C43880 DRAWN By / �p DAT DS 211e_� CHECKED BY CRY N W. MCKINNEY, DATE 1 7 v CITY ENGINEER PRS R.C.E. 49418 EXPIRES 9/30/18 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 4 4 16 EXCEPT FOR THE REVISIONS NOTED HEREON. JULIAN A. DE LA TORRE CITY OF LA QUINTA, CALIFORNIA QROFESS/pN� �p.DE44 t*1 � JP oVon 99 2 w C43880 m CC TRACT NO. 36762 - FLORESTA CONSTRUCTION PHASES 1 AND 2 PRECISE GRADING PLAN COVER SHEET LOTS 31-41 AND 47-52 c9J4� O / V e � Q�`� � OF CAI.\�0 SHEET 1 OF 3 SHEETS ?&?_ot9- ooi0 P/L TW PER 3 TW PER PLAN �� �i•i� I PLAN FG 30.6 LOT &S 11 18.5' ' 10 TW 35.20 i EXISTING/PROPOSED 18.5, TW 35.20 3 TF 28.53 I I I GARDEN BLOCK WALL z E TW 35.3 FG 6 �°�� I 10'PUE TOG 28.35 29.7 s I � TF 8.67 TW 35.10 3 °' PUE INV 26.10 8 TF 28.53 111.40' FG (SEE PLAN) TF 28.43 TW 8..10 r I 28.11 TF 28.43 TC 28.13 ... - y -� . -� .. .. 29.3 TW 36.53 I I in TW 35.3 29.3 TC E - _____ ___ - FG TF 29.86 TO 2820 8 3.3% F--- - ---------- 2:1 l I ui 0 27.57 ---------- - io FL oo = 6 TOG 28.8 I PAD ELEV OR a------- n 29.0 1110 m . v o0Y. ) INV 26.80 coo i o =� ' I 1 2' BENCH ^ TC ,% 28.19 r 01) N N N N 1 7 I of I J FINISHED(SEE PLAN)DE 0 N m 7 FL -HP 11.99 I 1 of c� N� N FS q FF 29.97 J w ` 2:1 MAX. SLOPE FG PER \ \ \ \ \ ,•f; 00� 67 L.F. 3 5 F 28.80 21:92'1 3 FS 29.64 19.68 q ) TW 34.80 N w 68 L.F. ® 1 I LAN \ \ \\ \\ \\ 0.82% FF 29.97 PAD ELEV / /\\/ \/\ X F-Z PROP. FG 29.3 Z 1 029.30� FS 29.47 LOT 36 =.'y:' �� FG 30., Y ' ( /\// // % 0 4 a F 9. y w t SEE PLAN \ . \\ q FG PER PLAN 3% 6 FIREPLACE FS 29.42 / /\/ % ' \/ d --17 r<--- I a FS PLAN 2BR I p \/\/\/\/\/\/\//\�/\/ TF PER / a o x i F5 29.25 2 7.49 28 93 w I/\\//\\//\\//\\//\\//\\//\\//\\ \\% z a d a° N FS 29.64 © ^ _ FL 2y I m I /. /.°' /�j/ FF 29 97 Lo LOT 48Fl ae< : - -. 28.11 r ,x 1 PE 29.3 I s \ \ ° \ k '^ � / / WALL FOOTING co 2% I PLAN 1A FF 29.97 +n,:n rn FS d j FS 29.28 29 49 FF 29.97 rn I \ \ ��� �7 I o u N I x' �1 ° N c' w a PROVIDE MINIMUM 2% SLOPE AWAY i\\/\ \\/ OMIT ONE BLOCK TO O e o 0.69% 2 .< , a� FS 28.95 FS GB o - ° / / / ° o y P 29.3 27.41 ; h _ I FS 29.64 r� ° w l I FROM RESIDENCE WITHIN 3-FEET OF �j\ \\j' TF PER PLANY PROVIDE OUTLET FOR O 18.73' i FF 29.97 FS 29.43 0 °°"� 2 .03 � s w _ FL 2 i // / i YARD DRAINAGE. G 91 0 12'12 61 L.F. PROP. I a t I RESIDENCE AND A MINIMUM OF 190 \,�\/\\/; DETAIL A Im 6'20 8 4o6. TW 34.80 I o =� 1 I > ELSEWHERE, TYPICAL SIDE YARD (RETURN) s> 3 3 5 7 FIREPLACE I t N? I ' F 28.80 a' - : FF 29.97 78 L.F. N w i4 � o d -1 � °� 27.95 � � �-, ,� i c� - 36.5± ' I SECTION A -A T FS 29.64 7 �r�o o, N I ° ``'�t¢l.° S 8 TOG 28.20 r FG 29.3 0 6 TOG 28.80 3 F 30.9 WALL OPENING DETAIL F 28.13 g I L- INV 26.80 l J I C TYPICAL EXISTING /PROPOSED GARDEN WALL N.T.S. TW 34.80 M �' rn 27 27.32 INV 26.15 8 --- ------ -� TW 34.80 - ��NN� - ------------ TF 28.13 1 WITH REAR YARD SLOPE TOG 28.65 9.0 N 4. w 0 � 0 r ° .d . a32% 27.80 INV 6.65 FL_yp FL TW 35.3 2 _ .90 rC I 1 , - - .. - .. .. .. FG•3 I I I STRUCTURAL Y OTHERS HARDSCAPE AREAS: 12"0 7F 28.00 FG 3-% 4.1 27.78 1.- RAL CALCULATIONS B -- o 2g•0 SCALE. 1 = 2 TW 34.6 FG' -� _� - - - TOG 27f 0 O o 0 7 --, 24.81' 29.47 -TC- -i ROUND METAL GRATE PER C w �TW 3 PE ARCHITECT'S INV 25. 0 • ^ "_ '=° I m LANDLu SCAPE AREAS: NDS N0. C TF 28.00 -- ---- -- �- N LO o CD - 6 TOG 28.45 P L TOG " 14 ROUND GRATE OR 3 0 7 28.7 29.1 00 N N col+ 7W 34.50 3 5 7 INV 26.45 T _```__` I ! SEE PLAN 6 C ^ .r o c� 2 Tf 28.50 a co rd �'� FL -HP FS ' v o6 r 27.23 z o z I T 36.4± Y i 3' MIN 2' MIN 2' MIN 3' MIN APPROVED EQUAL. ^ = of of N N 70 L.F. NN "� N o �? FL F 0 66 L.F. >� - - I�-` 1 % MIN. 1% MIN. 3 N N 0 m w0 w 4 + ^ '* �' 8 FF 29.67 - IG 30.4 o I Z TW PER ©'In 0 z `` ~ N ° .: 28.68` uy 27. /0 FF 29.67 16,12 6 FF 29.67 3 w 27.76 FS ooa FS 29.34 9.34 I cn PLAN J FS 2 T I O LOT 47 FS 29.17 cD t 5:4 7' FS of oow 2 w i PLAN 2C 0 - _ _ REDUCER IF REQUIRED Lair 2 FF 29.87 ;>..., >' FL7.1 I NF6.4 I N PLAN 3C w i 2% o I f A w (� c� PE 29.0 ::.; :....-^ -.., 10 F FF 29.87 � ! I LL 3 z z o \ i^ 27 27.09 2� �- PE 29.0 ^ x I LL 0 o PIPE RISER 57 Y FFF 29.67S 29 34 N o 0 ao{/} FL 3.30% 3 FF 29.67 J i r n 2 N li. TC w i z PLASTIC ELBOW A " N �" N _ ._.__-_ _. OR PLASTIC TEE �a N o i F^ I° 1° i «0 0 arno 0 o FS 29.17 PROP. I u� z A PROP. 7.03 N 1 .6 FIREPLACE PAD ELEV ^ FIREPLACE o N 2. fi. Nr'TN���� 76 L.F. 7 6 w NNo F 29.8 I I PAD ELEV FINISHED QNti -' ` P4,66 TOG; 27.60 5.17%+ 0 w of - (HIGH SIDE) FLOOR �'j 0 NN / � F � � � N 28.7 TOG 28.50 � I � FINISHED (LOW SIDE) a , INV °O 28.7 28.7 28.5 wc� I IN 2 �50 O' ' T 6 INV 2fi.50 FLOOR 7 SEE PLAN w o FL -HP FL -HP 5 .6% ; DETAIL B FL �a TF 28-.00I N w .. t- .. ..T� -� o• ch'-'� 8 1NW 2 .40 f �� - .. _ o EXIST. BLOCS WAL(� % // // / /// / // \\ // �/ //\\ /\///\ 2 26.97109.1 3 29. 1 I J \\%/\% ° m/\%/ %/: / /, //Y/?%/i \\\\\\\\\\\\ /i�/'\\\. \\//\\//i\/ \\ AREA RAIN L a „ 5 �q F 2J co \\i\\ \\, z \ \., \/ DRAIN ETA RAIN (OPEN s..."..__ F FL -.._ 73.53' _ _ cn L Sg 5 FG I / / ,/ 0.3 MIN 9 SQUARE -_ _. - 0.3 MIN / BOTTOM)RORDAPPROVED N I a -727.19 IN TFV 4.50 TW 3 .2 \\;� \ 5' MIN t .° 2�`4 27.83 t FG 30)dl,2} I < \fiF PER 2 .45 TW 34.67 26.65 26.70 -. 4 TW 4.67(27.07)TC. / 26..89 �Ory ® \PLAN E WITH STD. -20 "� o 2 RATED GRATE. TOG PER T TRW 28.67 TC TC TRW 28.67 TC N, . O' ! �75 / roq^� "� 28. r / _. TF 26.67 TF 26.67 FL D 1 N `° 4 co 2$ 9$ y F $ J y\\ \j LAN \ P Ci TOi^a 27.50 2 ;Sg, N rn % 6 NV 26 /\ \\ . 8 � � I 20 'V °>. /A 1% MIN ?$• TF 29.17 _ lNV 5.65 31 4. � / I %\ /\//� TC PER 17. MIN 0% MAX C.F ..._ _ 26.73 � , -. '�F 3 $2q 20 1 e ' \\ \\ \\ \\ PLAN \ C- VIA SAN MATED 27.30 $o ! 20�MAX T� D. ___.._. 27.04 TOG 2715 8 TOG 27.40 �� ` FF - SECTION B B TC - INV_25.15 i roc 2s.so 8 roc 2sao 2s.75- _ _ __---... -- r�Fl - wv 2 ? 2'•"` <_ _. a O 3 2g4� r J TYPICAL GARDEN WALL SIDE YARD DETAIL oo r 26.4 I INV 24.60 26.07 8 INV 4.60 TC $I26.62 FS FS 9 A/�/ ? 29. �� /T EXCEED //\//\// \ \ INV 7 TC 25.99 FL 26.6 26.70 TOG 26.90 6.43 26.56 FL FS 2$$/ 2g09 P�2g4 A / (PAD ELEVASTRUCTURALTIONS DO OCALCULATIONSVBYTOTHERSICAL FFERENTIAL)\\/\\/\\%�%\\%�\\/\\%\\/\\/\\/\/\/\��\% \ ;\\ -'Q °p \\ SEE PLAN j rFL :,, 28.3 ? INV 24.90 F� �. �2723 l}Y 1 2g 'S SCALE: 1 " = 2'EMOVABLE GEOTEXTILE FABRIC 27.13 ?7 &3 Q4 4� o l 26.69 54. 6 7.90 58.11 FS / \\ Qd4_. FOR EASIER CLEANING FS ao FS 26.90 i l , j \ \/T/ 3/8" TO 3/4" WASHED ROCK _. LO o FS 1. P ' 0 %W \ \ \ \\ \ Y6.$3 27.3 2 STEPS 6.01 2 •02 -� "' N, / - ;4,30 3 24 R/W 5 PUE 12" ,\ 12'X12"X12" THICK GEOTEXTILE FABRIC FG 2g83 S � 4 2 ?$, :% �/ h ��/ TW PER DETAIL C PLAN BUBBLER SYSTEM Ds 6.4 r, 1 i7. 4 i ' c^" 2 0 •. L ° (1 1 �° k N t cr fS G FS 2 o o• ?s ' = �2� j (SPEE-D BASIN) - ; CAA ^ C9 - -1 '-1 n - _li'( ,7 }-'� \ d- cA N F �$ / TW 33.40 s N 28.13 3 y -� 0 �� 6S N.T.S. 0 2 F 28.20 � ° �.- t a � \ y < � J / / TF 2 °7 1 27.3 '.. .r d o o F5 6.07 & . d'� o \`A�,/> / �� FS 28.45 : A :r 29 1 I 3 r' ��.PROPOSED G Q j // GARD N/RETAIN NG IIBLOCK z U) N I N7 NN FS 28.20 TW 33.70 I �� 3A DO FF 28•gA yd ��, Tp /'` / 0 TW 33.40 7N� ?B°�° FF 28.87 3 F 27.2 33 F 5 P _ _ ' 2�° S 2 •.� 7 i .: � ALL z FF (SEE PLAN) CF 3A 00 3 6 0 A° �9 :/ o g w FG 27.9- � 5 3 I FS 28.54 FG 28.2 •1W � � W PE (SEE PLAN) n 3 5 28.00 1 (SEE LAN) O a o a ao 27.91 ri 27.6 05� Sf 2$ 5 a g4.P L•F' r z I� l 27.9 ca 28.32 I _ G.:_....' s �1 6a L>' `` ``` / c� a - a %' d / I dw�+ 2 FL -HP r+ FL -HP FF 28.87 0 F 29 \ r 0 FF 28.57 FS 28.34 F 5.34' FS 2g,6� .- i? 2 F. 3 0y Q / / I FG PER w 0 w ` ` 2D9° 27.6 28.07 7 27.9 2a 9 ti '�� o 0 2% ; FL -HP FL -HP i I F�,HP,� L0 AN 30 f F� �/ PLAN = q p r LOT 41 s5 L.F. + +: LOT 4 p1. 91"i oho. / r w a O 2 FF 2 .5 2 Z�oc n mac' / / FG PER \/\\/\\ \\ \ \ \ \\ \\/\\ a w 0 �00 PLAN 3A 7 8 �. \ \ \ \ \ \ \ \ \ \ 77 ///////// / / / / / / w to/r• 7 PLAN iC pE 2 e �/ I PLAN / / / / / / / / / / • o 0 °O / L.F. FF 28.57 6 TOG 27.25 i 61 L.F. FF 28.87 7 o l FF 29 17 :a� r3 EX. CURB AND GUTTER AX PE 27.9 INV 25.25 PE 28.2 61 L.F. F• Z8' t �� ° y0� F'� �/ 5:1 M \ VA OVA/VA AAA �AA��A/� /✓� �� r, PROP. FF 28.57 I� 62 L. FS $ :. ", � '; o /,', A(x FS 28.24 6 TOG 27.60 I G 27/\%�%�%A% FIREPLACE \\\ \\ I 3 ROP. INV 25.60 I TO 5g0 Op. 0�. 7y, � /V/V/� ,��/V//V//V//V/ //V//�• vv/ DETAIL D + TOG 27.60FIREPLACE i � INN 2 PR p,CE • _ , ,- / \\/ TOG 27.40 `. s FF 2ss7 F1R� z� - TW 36.2± / J / \/\i{\i\i\i\/\/\/ / /\\i/\\\/ /\\ EXTENDED FOOTING DETAIL (9 3 INV 25.40 6 2 INV 25.60 FS 22 /_ FG 29.6 / / \�{\\/\\�/\�/\/\/ // // // // / //\ TF PER ` _ / / /\\\i\\ \\/` /\\ \ PLAN N.T.S. - TW 35.63 / J / r TF 28.97Riz / \\ 3, - Iq r S 0 ------ 0 28.37 o J ,' / i ruia;:5';., �/ \/\/ / / 27.6 FL -HP FS ",;::: / �' // h ,. FL -HP f in . .. E - .. -� 28.2 � E-- SECTION C-C 3 3 ( N op - FG --' N.T.S. FS FS 27 6 27.9 � E TOE EXIST. BLOCK WALL FG 66.62' FG FG o /� 2%� 2� N 27.9 28.2 rn TOP - = f , -:[. 42.70 _ 22.14 rw 36.2± 10.87 q .. - TW 35.67 a TW 33.40 FG 29.9 / f TF 26.73 TW 34-8- TW 33.70 TF 29.00 0 I--, FG 282 .3 EXIST. BLOCK WALL TF 27.03 - 34.9±/ FG 28.7 // EXIST. SIDEWALK _� GARAGE STOOP PATIO DETAIL E CONCRETE LANDINGS =� - `''®''� '`"�`" �"�`" `� �` / / CONSTRUCTION NOTES QUANTITY ESTIMATE - _ -_-. _ - _ _ _ ll _..._ (FOR PERMIT PURPOSES ONLY) O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,720 S.F. AVENUE 52 °" / s REFER TO LANDSCAPE ARCHITECTS PLANS FOR COLOR ,. O2 CONSTRUCT 4 THICK P.C.C. WALK / SLAB 2,675 S.F. GARAGE FLOOR NOTES- PROJECT NOTES- REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR 2nd SUBSTITUTE MYLAR GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, 1. DRIVEWAYS: CONCRETE SHALL BE CLASS �r O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 950 L.F. CONTRACTOR TO DEEPEN FOOTINGS AROUND THE 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER REFER TO LANDSCAPE PLANS FOR COLOR GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. CITY OF LA QUINTA STD. PLAN NO. 200 Q�oFESS/O �� � ®CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 90 L.F. THIS MYLAR IS IDENTICAL TO THE ROFESS/p 2 WALKC 2500 WITH CONCRETE SHALL BE SLUMP CLASS PER �ttQ�\p�P DE 447o FyC REFER TO LANDSCAPE PLANS FOR COLOR MYLAR APPROVED BY THE CITY e ry9� O) ENGINEER ON 11 1 1 EXCEPT FOR �� p: DE Cq F ��� CITY OF LA QUINTA STD. PLAN NO. 200 �" 9m m O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL A ON SHEET 2 9 EA. / THE REVISIONS NOTED HEREON. �� r°9 D I g A I e r t fi 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS w C43880 m 9 r REPORT & CITY OF LA QUINTA STANDARDS, THE ac �o © INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 2 15 EA. w C43880 m m DIAL TOLL FREE 01 20 40 60 80 SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION �l O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,025 L.F. j SHALL BE SET BASED ON A MINIMUM GRADE OF 2% cP Q III 1-800-227-2600 © Copyright 2019 AWAY FROM THE BUILDING STRUCTURE AND THE I C / V 1 �\ 8 INSTALL BUBBLER SYSTEM SPEE-D BASIN PER DETAIL C ON SHEET 2 15 EA. s C SCALE 1 =20 MSA Consulting, Inc. SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO PF FOP 0 ( ) / V 1 �� AT LEAST TWO DAYS All Rights Reserved THE PROPOSED DRAINAGE INLET. Op 'e-'�• �-- �- �- '�-✓�- 1•--'`-'�-�0 �` '��� �.,.�' F FO BEFORE YOU DIG JULIAN A. DE LA TORRE Op CAS"\ NO REVISIONS APPROVED DATE �BRAr MARK PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B, APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA G�ti rMSA CONSULTING, INC. ELEV. 28.23 SHEET PLANNwo ■ Cr;m Exon wmmo ■ LAND SuRvsYING Q(&C43880 1 REVISED CITY SIGNATURE BLOCK; REVISED LOT GRADING &DIMENSIONS FOR UPDATED FOOTPRINTS; LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE CDR. SIGNATURE DRAWN BY' / / TRACT N 36762 - FL RE TA 2 REVISED TOP OF INLET ELEVATIONS FOR 0.5% MIN SWALE GRADE; REVISED QUANTITIES INTERSECTION OF AVENUE 52 AND JEEFERSON 2 REVISED AC UNIT LOCATIONS ON LOTS 38 & 39. STREET JULIAN A. DE LA TORRE DATE DS / 7f j/q CONSTRUCTION PHASES 1 AND 2 PRECISE GRADING PLAN OF 34200 BOB Hors DRrvs ■ RANcHO MmAas ■ CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. BR N W. MCKINNEY, P.E. DATE CHECKED B FORTY YEARS TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 b�w I' � CITY ENGINEER LOTS 36-41 AND 47-48 3 PRS R.C.E. 49418 EXPIRES 9/30/20 Wr-iRniviqinmSHEETS P6,20(I-00It P/L TW PER ' TW PER PLAN . I PLAN I I I L0 �3gLOT 50 FG 30.6 _ 1` PE LOOT 40° + EXISTING/PROPOSED LT I GARDEN BLOCK WALL _z TW 35.3 F� 6 °6� 10' I 18.5' 18.5' PUE TOG 28.35 TF 8.53 3 29.7 i TF 28.530 , SEE PLAN} TF 28.67 TW 35.10 INV 26.10 8 TF 28.53 111.40' FG 3 °' TW 35.10 I PUE 28,11 in TF 28.43 TF 28.43 ^ TC 28.13 _ % _ .. �_- - - . _ �_ - . 29.3 j TW 36.53 tD TW 35.33 29.3 TOG 28.20 TC �- ----- ---1 -� G 2.1 IF 29.86 TF 28.0 FG /� = f-- E-- f- • • E- - _ _ INV 26.00 8 27.57 I I 1.,, i TOG 28.8 [� PAD ELEV OR ------_- ° FL o o = 6 INV 26.80 rn i �� i FINISHED GRADE ------- M/ �% N 28.05 i;° °° "' 4 1 2' BENCH o 0 6• o16 oo rn N N -t � I 2:1 MAX. SLOPE I (SEE PLAN) _ _ - ®29.0 TC 28.19 r rT'' N `�' N w 7 of FG PER _ N N HP 7 FL-TW 34.80 i 11.99'! FS 1 a �' `` 68 L.F. FF 29.97 ® N w J ! PLAN 0 67 L.F. O3 5 t FS 29.64 19.68' > TF 2&80 3 PAD ELEV _ L�.92 w 3 = FG 30.8 / //�/% \�/ X o z PROP. 0 0.82% FF 29.97 TW 36.6± > FG 29.3 7 1 % .� E--- i d 3 6FIREPLACE FS 29.42 F 29.30 29.30 FS 29.47 LOT 36 // // i a -. _ i Y SEE PLAN \\\ ` / a \\\ a FG PER PLAN a a w I FS PLAN 2B-L v I )\/\\/\\/\\/�/\\/\\/\\/\� TF PER / \\ Q _ FS 29.25 �a--- I 27.49 28 93 .:...:... Qx�' ' o + o ' -_uL FF 29.97 F FS - G1:"_ ... z:' __ '; = "'; FF 29.97 - t, s_ i j m% \�/j a a -, LOT 48 L 28.11- 11=: 2 WALL FOOTING n 2% i FS 29.64 © i�"^''t' t_\/ \ co E--- PLAN 1A-L FF 29.97 +n °r �? FS 04 FS 29.28 29.49 FF 29.97 cn J\\ \ \\ VOMIT ONE BLOCK TO [���.2Q .. ' i - __ _ _ �, i W a PROVIDE MINIMUM 2% SLOPE AWAY g 18 73' MIN i FF 29.97 FS 29.43 0 °*� 2�.03 `� I FS 28.95 FS-GB'- y�s /\/ \< TF PER PLAN PROVIDE OUTLET FOR O �' 27.41 N to FS 29.64'�_ ti w FROM RESIDENCE WITHIN 3-FEET OF \j\ \j 5 P 29.3 FS 2 RESIDENCE AND A MINIMUM OF 1 % \// \ YARD DRAINAGE. _ -� 2 '` FL a 12.12' o , i °\�,. �/> DETAIL A 0.69% I6 B2 - 28 TW 34.80 61 L.F. FIREPLACE o = ! ; ELSEWHERE. TYPICAL SIDE YARD (RETURN) 0 24 ' m 3 o I B 0) r7 N 3 5 i I SECTION A -A FF 29.97 78 L.F. of oo (m �` °. 27.95 co F 29.3 7 covtJ N � _ 1 TOG 28.20 �° FG 29.3 TOG 28.80 3 TW 36.5± 1 WALL OPENING DETAIL : FS 29.64 7 M ao N m N) T "^ S 8 IN 26.15 29-0 6 INV 26.80 FG 30.9 ) TYPI AL EXISTING /PROPOSED GARDEN WALL N w <-- 27.32 I L- ) ` li C N.T.S. TW 34.80 >;<r �rncn ------ _� TW 34.80 WITH REAR YARD SLOPE TOG 28.65 6 9.0 N w w o co c� • s s32% F 28.13 FL 27.80 p- -----------s------ 2 INV 26.65 FL -HP �` TOG 27.90 TC - - 29.3 TF 28.13 TW 35.3 --------- 1 ° .. .. -� . , -� _ % -_ - - 4.1 IN7 78 .85 8 ° TF 28.00 2g,3 FG ` STRUCTURAL CALCULATIONS BY OTHERS HARDSCAPE AREAS: 12" 0 SCALE. 1 " = 2' ROUND METAL GRATE PER FG MI I TC O ° -� --� F-- - FG ° TW 36.13 W LANDSCAPE ARCHITECT'S TF 29.47 f l.Ll PLANS. TW 34.6 FG --� -� _� . - �1 1 1 0 2.0 _ _ TOG 27.90 � 0413 o ° 7 --- 24.81' LANDSCAPE AREAS: NDS N0. INV 25.80 8 Ij.l o L- TOG 28.45 `` 5'=- rTOG r-- } TF 28.00 --- - - 3.1/° cam" rH °' I1 TW 34.50 6 :1 ,/ P/L SEE PLAN 6" 14 ROUND GRATE OR o r7 N cn INV 26.45 ='= 3 0 7 28.7 29.1 0 0 0o 1'� o N ao 2 TF 28.50 3 5 7 o- APPROVED EQUAL. ��rn M 27.23 �> 0 66 L.F.3' MIN 2' MIN 2' MIN 3' MIN 1% MIN. 1q MIN. a `6,6 FL -HP FS `n 00o �►' allo i Q FL Z o z �`� TW 36.4± Y � = co70 L.F. �oo N �" N N NN o 1 8 e :.. =' F .-;' FG 30.4 "t I Z 3 N w o > m Zt L'o � . ° (%� `` a.= FF 29.67 -- LAJ TW PER � Ln o z '� N i LL FF 29.67 ) � w � 26.68 27.70 T o i O / PLAN 16.12' FF 29.67 3 w 27.76 FS o o� FS 29.34 FS 29.34 in co Q 6 LOT 47 FS 29.17 0.82% c� E 5'4Q% FS Q N 2 A i o ) PLAN 2C-R 27.14 i LOT 37 A 1 0 A x / J z REDUCER IF REQUIRED 28.4 cn v, Q .r 2 FF 29.67 _ - <` � LLN PLAN 3C-R 2% I w W J o FL NFG a z z LOST 58 - - : ` .t.`: _'` _ : ; =`::.< GF F 3 - RISER PE 29.0 - r, 10' 28.50 F 29.67 = i U- - o -'-PIPE .: r 27.57 PE 29.0 i _ ao J �' z PLASTIC ELBOW CeQ�77o�5� 'n m OR PLASTIC TEE ��� 2 4 FF 29.67 2 0 00 oNo FL FS 29.34 - ai cn °° cn N TC 3 FF 29.67 `� �` Ill A ti N N L N w ^ 1 ° ,•....: r `: r7 0 o FS 29.17 PROP. E' a A PROP. N ti 3 27.03 ^ �:. r,: Lq o TW 36.2± t m 7 F' �, �t � � a; FIREPLACE PAD ELEV PAD ELEV FINISHED FIREPLACE cn ,�o / FL N 2° .65 ''� Nr7 Cli0D o 76 L.F. 7 FINISHED 00 N,L .�.� 4,6a, -j TOG 27.60 S 5 17%� L oN FG 29.8 LOW SIDE (HIGH SIDE) FLOOR INV v G' r) CV INV 25.60 F- �- 28.7 6 TOG 28.50 ° Q ( ) -- - - _ j co FLOOR a 7 SEE PLAN CO 5 �w 27.50 rn 6% L- INV 26.50 0 _ 28.7 28.7 28.5 wca w o FL -HP FL -HP F C - 2:1 t / m lq, 0%/ ///\/ TW 34.67 ° ,�j /nro� 27.s0 - - _ _ - - - - - \y 2:1. /2%?\\ • \\\/\\� DETAIL B _ I -- ----- -- J It F- MIN M� --- .. "INV 25.40; N -� .. .. o EXIST. BLOCK WALL r �g AREA DRAIN DETAIL 0 TF 28.00 cs - -�--_ _ 26.97 o 109.11 ' 3 29.0 i /i\ /�// /i. /i �/� �i \//\//\//�\.. : \�/� 9" SQUARE DRAIN (OPEN 27.5 27.7 5 a a 28.0 FL 27 28 F i \��\\/\\j z \\,�\ 0.3' MIN N.T.S. FG 'FL �ri�_ 73.53' �ri FG S9 t % 5 Tw 34 G 9 / \// 0.3' MIN \/ 5' MIN BOTTOM) OR APPROVED TF PER EQUAL WITH STD. H-20 -" - - - 27.19 2 MI TF ?7 °50 I TW 36.2±r j \� \ RATED GRATE. TOG PER TC �V 9 49 i : o ��. 83 FG 30.2 r \'PLAN �+ 26.45 TW 34.67 26.65 26.70 4 TW 34.67 27.07 / 26.89 0 �f o v�`"� ¢� ���i_ .. 28° 1 �// \ PLAN ( TC TRW 28.67 TC TC TRW 28.67 TC FL /a $1 ° j v "� N w F 8•gs '� FG 8 TW 35.83 1 �% \ TF 26.67 TF 26.67 TOG 27.50 / ��9 N N S 8 TOG ,\\ \\� 1% MIN C TC PER 2 �'� d lNV 28.20 TF 29.17 %\ /�//� 1 % MIN 20 26.73 8 INV 25.65 37 ° i,. ry 7 26- 'i VIA SAN MATEO 27.30 " 3 80 20\ t\i\\i\\i\\, PLAN 20 Ax _ _ o e2q� I 1 SECTION B-B 27.04 �i % J /\\/\\/\\/\\r / / � (0.50%) INV 25.15 8 8 NV 25.240 := : �� TOG 26.60 8 TOG 26 26.75 TOG 27.10 2` ' _ P� T 38FS 29.4> \j/\\j/\\jj \\ `\\ INV ` 7 1 TYPICAL GARDEN WALL SIDE YARD DETAIL o oa .a. � \/\/\/� \ 5r � ��r�s `� 26.45 INV 24.60 26.07 8 90 8 26.62 FS 9 : FAN ? 9 14 / (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) TC 25.99 FL INV 4.60 TC 26.43 lNV26 595 26.56 F FS 28.8 29•p94 F 28 '9 L v O STRUCTURAL CALCULATIONS BY OTHERS ��//��/i\\/��/i\/,\//i\//j\//\\//\\//\//\//j//j//� j °:j\ , 26.65 26.70 TOG 26.90 8 1 F L 283 FS ;°:;- PF 4� / ' - �l�\��\��\�\. \. \ i14 ,\\\j EMOVABLE GEOTEXTILE FABRIC INV 24.90 FL F L 11V 7 '• 28 S SCALE: 1 " 2' i /� o 0 12 =,:. _ _ 46' �9 TF 34 30 8 o Q "° o i � /\\%�o�QR \� FOR EASIER CLEANING t� 3/8" TO 3/4" WASHED ROCK 27.23 / s \ ?763 Q�� R/W 5' PUE \ 12"\ \ 12'X12"X12" THICK 26.69 50.96' 27.90 58.11' 27.13 � _ � FS LO FS 26.90 o FS FS ,, h� TW 3 �` i / 26:.1 b� 27.3 `n 2 STEPS 6.01' 28.02 T J l , y F 27 '30 3 2 N N / / / DETAIL C GEOTEXTILE FABRIC FG 5 f`- S 2705 �, _ �k \ FG 2 63 S v TW PER 27:2 PLAN 8 ,. M N :, .4:0�. _ �, a 25 s Za,, BUBBLER SYSTEM 6.4' °' N �, N , ° o°, _ N °� F FS 2 i oo�' 1 / (SPEE-D BASIN) r� 27.34 i 2 o L° - --- `A 8 / S - N i "� r�' ::4� ,�n��'' �\S 6 % N.T.S. TW 33.4U wo 28.13 2 F 28.20' ���\ �o yp ) <.F �o-j�j I / / TF 26.73 27.3 ' or\N FS 6.0T - 2g 1�y� �\ .a o /;S` / PROPOSED PROTO II z FG r7 � rri �c6 FS 28.45 °fit; ` A p0 FF aA y Q, Tp to a GARDEN/RETAINING BLOCK z 0 FF 28.57 `�' rn NN FS 28.20 TW 33.70 '� S 2a' �+ / G' °woe z FF (SEE PLAN) WALL w PE (SEE PLAN) TW 33.40 3 4 �p 3 o F 5 N1i2 3�0 �,_ ��9 , / (SEE PLAN) o FS 28.24 �o FF 28.87 TF 27.70 2 / FG 27.9 3 ,r 5 3 i I 3 5 FS 28.54 FG 28.2 jW Za 5 1 \\ �p 6 N / 1 J /� � Q z 27.91 ,H 27.6 J 27.9 coo 28.32 1 FG 2a 68 I y % / J o w F- 29 FL -HP I �� FL -HP FF 28.87 o FS 2a 6A \ 1 / I c~i� ~ o w��w FF 28.57 I FS 28.34 F FS g 1� 0y / FG PER o FS 28.07 I y I 1 'Q 3 27.6 7 i 27 N FS 2 L� 8-F� �� F� / I = y FF 2a6� •� 9 `L ��Q PLAN Q o '` 2��'`�,� i FL -HP FL HP N'S F,9. // w ��•�%> i LOT 41 = ,� LOT 40 2 p 9 / FG PER \ \ \ \ \ \ w 65L.F. i i $2� �'F 1? 2 y'� o��, / \ ` /%//////%%%' w� o o P 2 o y I \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ �� I� �� 7 F`, P 2$ 5 1� a .� e / / PLAN \//\//\//\//\//\//\//\//\//��// o o o PLAN 3A-R PLAN IC-L E .r ° ° \ \ \ \ \ \ \ \ w i 7 r, J / j \ EX. CURB AND GUTTER FF 28.57 TOG 27.25 61 L.F. FF 28.87 7 1 29' .- 77 L.F. 6 a \ \ \ \ \ PE 27.9 INV 25.25 i PE 28.2 61 L.F. i i �.E• �S ; ' o i PROP. FF 28.57 �� TOG 27.60 _ FS 28.24 l• /�/.. / /�. FIREPLACE 3 PROP. 6 INV 25.60 i Sp 2 9p OP• cL s� \ 1 �\ �\ ��\ �� �\ �\ �\ � � � < \ \ \ � \ \ \ \ \ , DETAIL D I TOG 27.60 FIREPLACE INv \ \ \ \ \ \ /\\/, /\\/ /\ EXTENDED FOOTING DETAIL y i TOG 27.40 `:':,; i i INV 25.60 6 FF 28.87 2 \ , TW 36.2± / '�///\/�\\���\���\/�/��/�/�/�//�// \//��///\ //� TF PER C 3 INV 25.40 6 f PLAN N.T.S. F - -- •;:.... . � 1� - TW 35.63 9 / ..� / \i\\ \\/j ✓/// � ° :///\ o� 28.97 ----- � j � ;� •� TF 6 \, r t�z ❑® N 28.372�2NP�.. �' ire; / / f`j f \\� LO i N�� 27.9 FS N J01 l 27.6 �- FL -HP / / f SECTION C-C 3 3 E-- E-- FL -HP t/ N J✓ // ..ram N.T.S. FS FS �-- co -- -' 28.2 -- oe / CID 0 C; 27.6 N -_ FG -- TOE EXIST. BLOCK WALL 'f f,,,i 2% 2% FG FG ccli 27.9 28.2 - OP------1 TOP66.62' FIG FG 22.14' 42.70 TW 33.40 - TW 35.67 TW 36.2± /\//\/\\//\//\//\ TW 34.8± TF 29.00 FG 29.9 TF 26.73 FG 28.3 TW 33.70 TW 34.9± / EXIST. BLOCK WALLY TF 27.03 FG 28.7 % GARAGE STOOP PATIO i EXIST. SIDEWALK ' ' -J / / ! DETAIL E �`�� J ,,• ` ,,� '� CONCRETE LANDINGS QUANTITY ESTIMATE _ CONSTRUCTION NOTES � (FOR PERMIT PURPOSES ONLY) AVENUE /- O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,720 S.F. �I EN f REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR UE 52 .�. / CONSTRUCT 4" THICK P.C.C. WALK /SLAB 2,675 S.F. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR coL.oR 1st SUBSTITUTE MYLAR GARAGE FLOOR NOTES PROJECT NOTES � GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, 1. DRIVEWAYS: CONCRETE SHALL BE CLASS O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 950 L.F. REFER TO LANDSCAPE PLANS FOR COLOR CONTRACTOR TO DEEPEN FOOTINGS AROUND THE 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER �pFESS/0 GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. CITY OF LA QUINTA STD. PLAN NO. 200 Q Nql ® CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 90 L.F. j THIS MYLAR IS IDENTICAL TO THE QPQFESS/ONq 2. WALKS &SLABS: CONCRETE SHALL BE CLASS �Q� p- DE t47 Fy REFER TO LANDSCAPE PLANS FOR COLOR ! MYLAR APPROVED BY THE CITY DE 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER y v 09 ENGINEER ON 4 4 16 EXCEPT FOR �Q * p C4 Fy O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL A ON SHEET 2 9 EA. % THE REVISIONS NOTED HEREON. �Q D I Alert e rrn CITY OF LA QUINTA STD. PLAN N0. 200 m ,' 99 2 9 O R 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS w C43880 m A Q REPORT & CITY OF LA QUINTA STANDARDS, THE � INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 2 15 EA. ' C43880 m 0' 20' 40' 60 80' SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,025 L.F. DIAL TOLL FREE SHALL BE SET BASED ON A MINIMUM GRADE OF 2% `s'I9 0 / V \ �' ��� g INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 2 15 EA. _ sj 0' / V 1-800-227-2600 © Copyright 2018 AWAY FROM THE BUILDING STRUCTURE AND THE 1 -20 SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO l� 0 \FOB r 0 �� q�F 'l SCALE MSA Consulting, Inc. F Cp1. ,e••_ �_. �_ .,� �.. = �.- �.--`..- � `��� OF CAL\ AT LEAST TWO DAYS All Rights Reserved THE PROPOSED DRAINAGE INLET. JULIAN A. DE LA TORRE BEFORE YOU DIG � QBRAT BENCH ELEV. 28.23 PREPARED UNDER THE DIRECT SUP ION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. REVISIONS APPROVED DATE y 1 INC.MSA ONSULTING, MARK r vs C43880 2 G PLANNING ■ CIVIL ENGwEERiNG ■ LAND SuRvEYING DRAWN BY' $ / TRACT NO. 36762 - FLORESTA OF 1 REVISED CITY SIGNATURE BLOCK; REVISED LOT GRADING & DIMENSIONS FOR UPDATED FOOTPRINTS; LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE INTERSECTION OF AVENUE 52 AND JEEFERSON STREET JUL AN A. DE LA TORRE DATE DS � is � � CONSTRUCTION PHASES 1 AND 2 PRECISE GRADING PLAN REVISED TOP OF INLET ELEVATIONS FOR 0.5% MIN SWALE GRADE; REVISED QUANTITIES 34200 BOB HOPE DRIVE YE MIRACYE m CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. 3 CHECKED B CRY W. MCKINN E. DATE FORTY YEARS TELEPHONE (760) 320-98ll ■ FAx (700) 323-7893 111#1'� PRS R.C.E. 49418R EXPIRES 9/30/18 � LOTS 36-41 AND 47-48 SHEETS L0T 37 PES(2 .9 TW LOT gob PES(28°9) B 3 LOT 53 5' PUE 64.00' 29.6 "' ' FIG ° =-- roe N 29.6 FG TW 35.10 FG FG '� " y 66.01' 30.3 65.25' 30.5 i E-- ca 30.3 n 30.5 30.2 TF 28.43 29.3 TW 35.33 `4 29.6 35.80 FG o FG o .�FG FL -HP FG ` FL -HP TF 28.67 - - _ rr FL HP TF 29.13 N F­ 9.7 r .- � �i�---- ©_ � y ,•.F=:..•.:., ©� � 3 .0 --'• . � .. � MN 30.2 M 5 FL ©� r------ 9.05' 4 FL -HP n ---- - .;. r., JJ78 .15 FL -HP L � FF 30.57 a ! 6.78 i 5 FF 31.17 5 r " _- - TOG 29.0 2 FS 30.24 I - - - ' PROP. 6 INV 27.05 - --- ° FS 30.84,. _ �' k'• FIREPLACE OG 29.35 PROP. TOG 29.35 " ! INV 27.35 6 FIREPLACES 6 INV 27.35 = °':` 2 6 TOG 29.80 I I. i 6.98 SP FF 30'94 t� r a PROP.--� !NV 27.80 l FS 29.94 7 j I I 7 LOT 50 i`?;;y`:: `: 11 2 PROP. TOG 29.05 65 L.F. ! _ 65 L.F. 3 FIREPLACE I TOG 30.10 FIREPLACE FF 30.97 NV 28.10 6 INV 27.05 6 LOT 49 3 6.22' PLAN 1C `� FS 30.64 3 i LOT 52 o FF 30.57 (rn roG 29.75 LOT °�O i ° o PLAN 3B I • i PE 29.9 Io INV 27.75 6 LOT 51 i 7 PLAN 2BR i T FF 30.27 29.3 i "o o 29.6 i PLAN 3A 7 ! 157 L.F. FF 31.17 FF 3L17 j 60 L.F. PE 29.8 FL -HP FL -HP 68 L.F. 7 o. FF 30.97 75 L.F. 30.2 ^ PE 30.5 FS 30.84 30.2 c FF 30.27 7 FF 30.57 PE 30.3 FL -HP �° j 7, FS 29.77� 30.02 FS 30.03 A 61 L.F. A 30.0 i I' - o FL -HP ai 3, FS 29.67 ! ;. FS T FF 30.97 FL -HP x 1 29.3 TW 35.10 TIN 35.33 FS 30.47 0 30.65 FL -HP ° 3 F 29.33 3 FF 30.57 o i 6� TF 29.10 rn FS m 3 5 FF 30.27 FG 29.6 FG 29.9 ca FS 30.24 FL -HP :1 I 30.69 FS 29.94 c � TW 35.33 o TW 35.40 30.0 FS FS 2 oo c�i ! 6.22' 2 . F 29.40 FL -HP b�° 3 TW 35.80 TW 36.00 3 r`° C 5: �: x „� NN 2 `-•' FG 29.9 I 3 5 FF 30.97 M 0 FG 30.5 u' 2 TW 35.10 w ° �o � GF 29.90 � ".r FS I � o FS 30.64 N FG 30.3 I TF 28.43 r� - ami mom? 30.0 TW 36.00 0 .l,." • 5 30.0 FS 29.60 1 p 1 P1 NTW 35.80 �NM 2 FG ,w gP TF 29.33 30.57 FL I d o a °� p TF 2913 GF 30.00 }p� <r _: FS FS 28.60 28.99 N b� 29.31 p 3.589e 4 9 r t, o GF 30.50 36. , 5. 1 r 4 28 3 TW 00 2 STEPS /- F F 29.33 I N ro FS FG 30.5 6.78'.'2S 2930j c4 N "s= 10 _28.44 28.67) `" -- - I STEPS �y N N. n N 6N r 64.16 TOG 28.60 m �. ° 1 ---- - ' O.-6g1 �i o o --------- J 0 8 INV 26.45 ra _,... _ _.a._:. 0• rv� ri FS 30.19 0- ` 29 26.34 FL FL FL ? 8 TOG 29.00., 36.91' TOG 28.6 G.._28.608�- w INV 26.65 �_�_ TC FL _. ?..... �_�_ ��:__ f 26.40 IN 26.60 FL J J V-- I-SANTERO INV 27.10 52% TOG 29.Tr--- _ s 8 IN - G 29.30 . TOG 29.30 ,- '^� 8� " TOG 28.60 --ls 8 INV 26.80 V 27.05 - TOG 278.35 8 TOG 29,10 - INV 27 50 _ - INV 26.45 8 ? INV 26.50 TOG 28.70 8 INV 27.05 8 TOG 29.50 s INV 26.70 ? 8 INV 27.45 ---S----- m FL 1 (o FL \ ^I„ >MIC,4 I , o� i 10' PUE , I LOOT 29 1 FIEs 300 °4) i Ii �I m I II x �I II w I 1 I 1 L04 300 10, �OG 29.60 INVINV 2� / TW 37.53 LOT i TW 38.20 - - - -� �.... r L 28.37 , , I g -- -- -- 331.0 4 �� ,., I o INV 27.15 ° ' FL S6 `�?� 9 53.76F� / �... 29.2 0' D=0.31' M F , 29.06 7 69 0 `�j FL TW 36. 3 40 ° m - 2! : ;'• do' TW 35.50 M a a _ ao NFS 29.73 . • :. TF 28.83 h 1 __ 29.5 FS „ r o P a� I 29.41 � p ' �, � a? a o---- �? ; � � I jj 11 q 2 STEPS ,o _ V� _----- - 8 TOG 29.7 Ts • / f. icP\ r-- v� 't-i .'; o 0 29.66" ° N n O P 29.7&/ o I 1W 35. 0 °FS R INV 27.30 \ 6s z o o--- 7 s� / I Ncr4r` ! FS 30.02 FS o _ i:1n FS - 3.29• "� n' cr. FS 30.75 I - 30.7 I _ GF 29.30 „ ;, n oirn Fri 29.69 - --- w u� P o TF 29.13 ° 1 P 1 ° o / NN I as d 1 M FS 30.50 c� FS M Q4 a GF 30.00 -� 3� r �o I I TW 35.50 .>.r; F•,. L--- \ -- SJ " a / TW 35.20 ° FG y\ FF 30.37 I TF 29.50 3 5 TW 35.50 a 4 o i• I r ° o c� `� 9 TF 28.53 TW 35.20 0� FS 30.04 5 3 FFGG 30.0 ' " 3 F 29.50 1 GF 30.30 FS 30.50 I m RM f 30 45 ; ,.: 5 19 �Q / ° TF 29.20 3 a0 29.7 2 FG 30.0 TW 35.80 t m rno �,q� - ®-�5 30.77 GF 30.90 FS 31.07 �� �d N 2. N FS 30.25 M M 1 ° FS / q i FG 29.7 I: FL -HP ;� ao TF 29.13 :k. ° N TW 36.40 �`,�-i i FS 30.90 ,I ! I FL -HP GF 30.70 30.6 I i 29.76 A A 5 TW 35.80 ° 2 '' 36.70 30.14 ° TF 35.zv.i rn rn TF 30.20 N TF 29.73 .` =:. 2 I II 3 b� I� v 5 3 FL -HP ff s� FF 30.37 i = FS FG 30.3 �O o o a I 3 F 30.03 FG 30.7 6� TW 36.40 3 o FF 31.57 I I ° 4 N FS 30.14 = "` 0� M M x I N TF 30.40 FS 31.24 ! F5 29.87 o I I 5 TW 36.20 a� ° I 29.4 LOT 35 7 ! = `; r� `f 30.42 w M ! �° TF 30.20 3 0 ;^ 2 FG 30.9 0 7 +I FL -HP PLAN 3A 62 L.F. 7 ?r; oo FS FF 30.97 10'"" FG 30.7 31.03 _ € ` ' M M GF FS 30.43 30.89 FS FF 31.04 97 L.F. o N I I i FF 30.37 6 TOG 29.15 71 L.F. I ro 30.85 30.4 FS 3 ! PE 29.7 INV 27.15 �� m.l 30.0 I t1 FS FS, AFL -HP TOG 30.35 a ! ° L� n 30.6 A 6 c� 3 r FF 30.67 29'7 m FL -HP LOT 33 ' ( M �\ !•; I . LOT 34 FL -HP �i 7 t a !. ! I INV 28.35 I 1 s FL -HP I a Y L. 7 2 6.48 FS 30.34 PLAN 1BR I ! M M o i 73 L.F. FS 3004 �i 7 FF 30.97 65 L.F.i °J �� d i:o 0 r ! PLAN 2CR 7 j. o I rn PLOAN € LOT &S i s - i FF 30.8774 L.F. PE 30.3 Oo 30.4 FF 31.37 1.57 ° PROP.' . ,. I PE 30.0 74 L.F. I + FLLt -HP FF 3 \ Jt PROP. 5.02' TOG 29.80 I 7 FIREPLACE :• FIREPLACE TOG 29.80 6 INV 27.80 FS 31.04 7 101 L.F. PE 30.9 PROP. x r.` r I a I TOG 29.20 6 17; " •,;:? 50 2 TOG 29.55 s LOT 32 w \ j : " > = TO 29. 6 I 1 INV 27.80 ----PROP. 3 TOG 30.35 6 �q f FIREPLACE EXIST._______ ,:•.,28, .: 1 : INV 27.50 s INV 27.55 .1 wi FF 30.97 FIREPLAC 4 7 PLAN 2A 80 L.F. _1 i INV 28.35IJII 30.6 l BLOCK WA I i �- `` I >:., ;. -, FF 30.67 2 FS 30.64 3 72 L.F. FF 31.37 ROP. FF 31.57 FL -HP j I, � - -, , FS 30.34 t I PE 30.7 rrFFIREPLAC 2 FS 31.24 N 6. 6 t 7A9 ® ----------- OG 30.20� FL -HP f p:=;..'-. ., .., - t i 6 2 6 TOG 30.20 h. L --�o i w ! M _ [� 0 1 INV .. - m --- NV 28.20 _ ---- fA� FF 31.37 28.20 9.5 N 3 �ccq 29.7 L !, 29.7 --- -- -CL 3 I " o EXIST. 2:1 SLOPE / i I�� '�-t- 7.01 FL -HP �B TW 35,20 FL -HP FL -HP 30.0 �°�° ��,'bs 30.0 / ; ` :7^+ tO TF 28"53 N EXIST. 2:1 SLOPE TW 35.50 - 3 FL -HP '2y /FL�-H�P 10 ® ® '"' '° N FG (29.3) 29.7 ATF 28.83 30.0 B �`� c-� ��° --ems - TW 36.40 0 TW 35.80 "' Ny aoi FG _ 701 FG 3oi TF 29.13 30.3 N TF 29.63 36.30 TTWF'- 30.03 30.17 " . r� 30��TF l; 3 30.9 EXIST. 2:1 SLOPE w 1 aoi TOP --�.-.,..___��__ o FG 3oi FG FL-HP3oi _ FG _ _. _ - _ _ An 7 TOP 9 ror FG TOP TOP TOP _ - TW 36.53 TW 37.1 f TW 36.St TW 36.5f _... ---- - 4,:-. 24.00 - + TF 29.86 FG 36.7 FG 30.5 --- __ ___ _,,..... - «�= - _ - FG 30.6 TW' 38.03 ° TW 38.2+ TW 38 2t --� TW 39.6t _ o m TW 36.17 _ --- _ __ TF 30.69 ! I - TIN 38.40 TW 38.7t cD o EXIST. BLOCK WALL TF 30.17 TW 3 5 TW 30.St TW 37.6f TW 36.97 FG 31.6 FG 31 8 FG 33.3 j -FG 30.9 - _ FG 36.5 TW 36.17 FG 32 0 TF 30.30 - - � F 31.7 EXIST. BLOCK WALL _ TF 30.17 �._, EXIST. 2:1SLOPE' -, .-._.___ .___._.._ EXIST. 2:1 SLOPE TW 37.6f I FG 31.1 FG 32.0 TW 38.9f FG 32.1 W Q -- EXIST. SIDEWALK , I -------------- - - - - - - - - - - - - - - - - - ---- �._,.., -- - - --== - -----/--- JEFFERSON STREET 1 ...�,'�'�.-�' U�,...�'U'�/L�/�i1./�.....-,.,__..i_.��.✓��.._.��......��..�L"�.-t.�-a...-a_.,"�.,..��►..�-���.vim...�,°�,,,,..�•s�.•�o,..,,:""�.,-�a�._...-"�„_...�"�„_.�,.-.....,-ti.�U��,.a._-*,,�,"�,..=�,.../e...�..,-`�.=a_.-�...._-�....-��1._.��....��..,-�-'�"�"�....,.��...��1�,� "�._/�t."�-1.��� Dig I Alert DIAL TOLL FREE o' 20' 40' so' ao' 1-800-227-2600 SCALE 1 "=20' AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS APPROVED DATE 1 REVISED CITY SIGNATURE BLOCK; REVISED LOT GRADING & DIMENSIONS FOR UPDATED FOOTPRINTS & LOT LINE ADJUSTMENTS; REVISED TOP OF INLET ELEVATIONS FOR 0.5% MIN SWALE GRADE REVISED QUANTITIES D o C f� CONSTRUCTION NOTES QUANTITY ESTIMATE k (FOR PERMIT PURPOSES ONLY) 000NSTRUCT 4" THICK P.C.C. DRIVEWAY 3,205 S.F. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR Q CONSTRUCT 4" THICK P.C.C. WALK / SLAB 2,920 S.F. REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,005 L.F. REFER TO LANDSCAPE PLANS FOR COLOR ® CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 140 L.F. REFER TO LANDSCAPE PLANS FOR COLOR O OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL A ON SHEET 2 10 EA. j © INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 2 17 EA. / O7 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,215 L.F. ®INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 2 17 EA. 90 CONSTRUCT EXTENDED FOOTING PER DETAIL ON1 SHEET 2p 8 L. F. f) A --/�/'\-/�/fir./ %�_/�.J a q 1 1.%`%`/� Q PROJECT NOTES - GARAGE FLOOR NOTES' 1. DRIVEWAYS: CONCRETE SHALL BE CLASS GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER CONTRACTOR TO DEEPEN FOOTINGS AROUND THE CITY OF LA QUINTA STD. PLAN NO. 200 GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 2. WALKS & SLABS: CONCRETE SHALL BE CLASS Q IDFESS/Ok4 � 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER Q� p, DE L F q CITY OF LA QUINTA STD. PLAN NO. 200 �� �P� ro �y1 it 3. ')LOT DRAINAGE: BASED ON THE APPROVED SOILS REPORT & CITY OF LA QUINTA STANDARDS, THE � 9m m '' C43880 m SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION d SHALL BE SET BASED ON A MINIMUM GRADE OF 2% AWAY FROM THE BUILDING STRUCTURE AND THE © Copyright 2019 SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO MSA Consulting, Inc. THE PROPOSED DRAINAGE INLET. tc AL��O All Rights Reserved OF CQ MSA CONSULTING, INC. ELEV. 28.23 BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B, APPROVED BY CITY OF LA QUINTA MARK -- os PLANNING ■ CIVIL ENGINEBRING ■ LAND SURVEYING LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE � C43880DRAWN BY` INTERSECTION OF AVENUE 52 AND JEEFERSON STREET JULIAN A. DE LA TORRE DATE DS ' 34200 BOB HOPE DRIVE m RANCHO MIRAGE R CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. BR N W. MCKINN P.E. DATE TELEPI30NB (760) 320-9811 ■ FAx (760) 323-7893 ` I/ ( q CHECKED BI( CITY ENGINEER FORTY YEARS l PRS r R.C.E. 49418 EXPIRES 9/30/20 0 O 2nd SUBSTITUTE MYLAR O u 0 0 N THIS MYLAR IS IDENTICAL TO THE QR)FESS/oN 4� N ° MYLAR APPROVED BY THE CITY DE F o ENGINEER ON 11 15 18 EXCEPT FOR �Q� p. L4T P oy9 THE REVISIONS NOTED HEREON. J Z o Qw C43880 m s d>Jgr C / V v 0p CA0 JULIAN A. DE LA TORRE CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 36762 - FL RE TA 3 CONSTRUCTION PHASES 1 AND 2 PRECISE GRADING PLAN of LOTS 31-35 AND 49-52 3 SHEETS 04 r L04 677 I�LOT 96 LOT 99 L04 SO 5� P�(27.0) PEE88) PEB(2 .3) 5r PUE 18.5' 18.5' I I I 10' B TW 35.33 TW 35.33 B ( I PUE t TW 35.33 TW 35.33 TW 35.33 ( ) - TF 28.67 __roe 3 __-._..-TF 28.67 0 I TF 28.00 TF 28.67 0l 3 TF 28367 � -TOE I TW 36.00 3 TW 36.00 TW 36.00 3 TW 36.0001 MGO I J 29.9 63.97' 29.9 TF 29.33 TF 29.33 TF 29.33 TF 29.33 N CAM N 29.6 64.00 29.6 FG FG 3oi - aoi - ToF of 3 j TW 35.10 FG FG �-- --�--.,aN �\ �~ l 4 - E- . - i� 66.01 ' ^ 30.3 30.5 30.2 65.25' 30.5 a, I / TF 28.43 30.3 FL -HP TW 35.33 �. � r`�, 29.6 TW 35.80 FG � FG o MFG FL -HP FG �i TF 28.67 FL-HPTF 13 0 - - - - > . . M } 3 .0 ��`' 30.2CN M C --- + - ---- 8.15' I ' 9.05 FL -HP � FL -HP -------- FL .'-;: I F � � I i o J --- _ ----- LOT 29 J) 7' TOG ' I ' ' - -- FS 30.24 + 6.78' i ti FF 31.17 f M�3'': ;>; 5' I I «A' PROP. 6 INV 27.05 1 2 I OG 29.35 PROP. TOG 29.35 FIREPLACE I 6 6 F ,.-; 2 + FF 30.27 I NV 27.35 FIREPLACES INV 27.35 ', ,.` •- r'=' 6 TOG 29.$p I I 6.98' i 5:1 n- I 7 � 1 + :...�: PROP. INV 27.80 I I I I MAX TOG 200 9.05 FS 29.94 65 L.F. 1 65 L.F. LOT 50 3 i 1 i `"'` => FIREPLACE i i OG 30.10 2 FIREPLACE 1 / IN 27.05 6 LOT 49 3 i 6.22 PLAN 1C-L i :M FS 30.97 + NV 28.10 6 i J o ao FF 30.57 �? + TO 29.75 30.64 3 + OT 52 o PLAN 3B-R I PE 29.9 �� + INV 27.75 6 LOT 51 i 7 PLAN 2B-L LOT 68 � o r 1 I a FF 30.27 0 29.6 + + 57 L.F. FF 31.17 i : f 29.3 PLAN 3A- 7 FF 31.17 I J t 60 L.F. PE 29.6 FL -HP FL -HP 68 L.F. 7 rn: i FF 30.97R 75 L.F. r 30.2 PE 30.5 FS 30.84 ' o J + FF 30.27 FF 30.57 7 p i 30.2 m ° I E 30.3 FL -HP 4 i 7' FS 29.77 I 30.02 A + = + FL -HP I, FS 30.03 61 L.F, A 30.0 0 3 + FS 29.67 FS FF 30.97 FL -HP + ao - Y I 29.3 + ui 3 TW 35.10 TW 35.33 3 ° + FS 30.47 0 30.65 `L w ,� I o FL -HP TF 29.10 F 29.33 FF 30.57 + . m 3 5 FF 30.27 FG 29.6 FG 29.9 coo FS 30.24 FL -HP :+ FS o FS 29.94 N TW 35.33 ' 2 0 - TW 35.40 i + 30.0 FS r;_ FS -co 5 3 TW 36.00 ° - c i TF 28U-i.67 6.22' TF 29.40 + FL -HP b� TW 35.80 �' °I b� C C N x + M NN ;;...:,. 2 ; �' g FG 29.9 FF 30.97 3 30.00 3 N I TW 35.10 w GF 29.90 ; FS + 3 5 TF 29.80 v MAX o 28.43 �� Bi i U, `r - o i 00 o FS 30.64 �i FG 30.3 FG 30.5 ; _ - 2 00 Or- TF i - - - - - - - e - rn ,ri M 30.0 i TW 36.00 0 '' 30.0 I ,� I :., . _ FS 29.60 o Q;TW 35.80 + M rno -` 2 30.57 5 FL + M oNo I I d o °� 1 + NTF 29,13 cvM :i GF 30 00 �° TFG2930 50 - FS TW 36.00 c� 2SSTEPS 2 N n �, 29.3� 3.58� i 5.91 I + �� :: +�� 3 w F-w �0� `3 / ; ) D c,� 7 - - - - `�6.78' FS 29.30 e4 M FG 30.5 e ° 2 STEPS N 29.73 cv co N 7p3 29.33 ' (28.44) (28.67) cv F� N u N 6° r-- ¢ TC _ - TOG 28.60 of a' 1 I ------- $ 64.16' _ _60.85' b o �I INV 26.45 - _-_- - o o p v ap o S 3032 TC 29.4 r" 2 7.9 7 ------ 10.21 ' M w FS 30.19 N o`'��'/ 10• 27.82 27.89 (29-08 ^� ' FL 28.05 TOG 29.00 55.04' 29.34 _ 06 FL FL C6 8 28.84 1 .97' FS 36.91' •- ao 05 FL INV 26.65 / i --_-- N v N N TOG 28.60 r TC 28.46 TOG 28.6 8 28.53 in ~ 8 INV 26.40 INV 26.60 �' w v FL FL M Tc 9 gQ 0.52� �ry'Y��-O INV 27., 0 8 a) `V � 0 TOG 29. TOG 29.30 N u / - 8 _ 8 - TOG 29130 8 TOG 29!75 �� S -�- C° TOG 28.60 INV 26.80 NV 27.05 8 7.50 TOG 29.60 / TOG 28.35 � 8 TOG 29.10----____ INV 27.50 9Q 8 INV 26.45 8 oo INV 26.50 0 v TOG 28.70 INV 27.05 8 - / INV 27.35 TOG 29.50 27.68 27.75 N +- INV 26.70 8 28.18 N 8 r' �o S / QD FL 28.27 INV 27.45 �, 9 I& O TW 37.53 'y cn - N c� - FL .__- - - FL _ - �. C O L0 q> FL oo �r r 28.88 �' `L < �' ,� T i TW 38.20 1 Cb 66.91 N 0 28.36 C6 6 FL S 2 T 30. S V 28.37) 55.50 FL N 8 TOG 29.30 0-) co 28.79 �� �9' 4 30. A S 29.2 o D=0.31' _� FS8.80� 5.27 --- I-- NV 27.15 N cam' FL S •S6 �31.0 53.76, 32.0 C / cc o FG ° v i, c o r - - �n 7 20. 2' 16 69 -30 u� 5 c6 -! - - - i . TW 35. 0 9 o 1 rn ( - co �'I �� <O. 7 30.40 3 8 29.06 °N° FS a NFS 29.73 ' TF 28.83 - 1 4.19 �, \ g o F 30 9 - w _ FS 28.73 ; 0 00 0� 0 29 41 sz 29 1 f 2 STEPS o �, N� �°--�_---- FS i ,� _ co T �S TOG 29.7 r, .� / C' C r-- - o o 29.66 N o, 29.7fs ^ I P 8 INV 27.30 �'n• i N ryr FS 30.02 _: FS n 1n -� TW 35.80 R. o C I GF 29.30 uj FS 29.69 ; --- cx ' p 3.29 o TF 29.13 I cs FS 30.75 I ° 0 30.7 / 2 M NN I I �q 4- o M 1 ° CD I <c i + 29.2 " GF 30.00 a FS 30.50 � 1 0 Zb / _, • ° _ _ 1 FS M N TW 35.20 FG ° FF 30.37 4 i TW 35.50 3 5 .$ , i r - - - P p r - - w 3 p r , �� d + TF 29.50 = TW 35.50 n ` ° --- F - -- - , o -J o C TF 28.53 TW 35.20 o FS 30.04 5�24 FFGG 30.0 3 TF 29.50 GF 30.30 FS 30.50 000 oM 30 45 : ; �` I o I TF 29.20 3 °° 29.7 2 ° =: TW 35.80 :. I °° cn 30.77 5 o + FG 29.7 cv I N FG 30.0 I .- FS 30.25 Arno 1 -- o-� = GF 30.90 FS 31.07 I / FL -HP:': M NM FS I + is fir.=. ao TF 29.13 _:.� :,: ' 29.76 A FL -HP A w GF 30.70 TW 36.20 TF 29.70 FS 3�.90 30.6 I° 1 q o TW 35.80 r 2 c0 36.70` / ° I 30.14 ° TF 29.80 3 rn rn ( 5 3 F 30.20 N FL -HP I 4 ( _N FF 30.37 I FS ` FG 30.3 CO o o a + 3 F 30.03 TW 36.40 rn FF 31.57 `v FS 29.87 I �:!T�FS 30.14 =' . + o M o = 5 TW 36.20 ` FG 30.7 0 3 cD FS 31.24 ' LOT 35 I I 30.9 r I I F 30. i 3 �; _ : 2 I FG o i 29.4 7 I 1 t, �-- �` " r` � � 1 30.42 � � � � + �� TF 30.20 0 7 PLAN 3A-R 62 L.F. i i 7 ~ , o o FS _ FF 30.97 10 M FG 30.7 = 1.03 H '1 d FF 31.57 9 7 L.F. o FF 30.37 . -. M M 3 Cpr \ ;. _ 00 30.85 30.4 FS 31.04 ro N J I TOG 29.15 I 71 L.F. FS 30.43 ti I :._ 30.89 FS PE 29.7 6 INV 27.15 ' + -DO- I =y = FS I n - - 1 CONSTRUCTION NOTES QUANTITY ESTIMATE 30.0 : FS FL -HP ' 29�7 N FL -HP LOT 33 ^ TOG 30.35 a FF 30.67 in + r 100 A 30.6 A 6 3 ! J r I FL -HP c� 7 2 6.48'FS 30.34 LOT 34 �I I � I � o - - : - I INV 28.35 I � I � � (FOR PERMIT PURPOSES ONLY) FF 30.37 y PLAN 1B-R I " ' = ` : I FL -HP PLAN 2C-L 7 65 L.F. M M _: + - o o 0 1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 73 L.F. FS 30.04 I:I o LOT 31 I o \ LOT 16 + FF 30.67 7 FF 30.97 0 1 30.4 'l v' '� }� = I 1 + � 3,205 S.F. i `` = I 74 L.F. I PE 30.3 0 ```y PLAN 1C-R I m , REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR PROP. ' `.'`=<_' = I PE 30.0 74 L.F. TOG 29.80 I FL -HP FF 31.37 �' PROP. 5.02' FF 31.57 ,_ \ 1 FIREPLACE I 6 INV 77.80 I FS 31.04 7 i cn ! O2 CONSTRUCT 4" THICK P.C.C. WALK /SLAB 2,920 S.F. / :I TOG 29.20 ` + FIREPLACE TOG 29.80 + PE 30.9 i 6 + 2 TOG 29.55 6 LOT 32 7 101 L.F. PROP. I. w \ % REFER TO LANDSCAPE ARCHITECT'S PLANS FOR COLOR ::-> '` ' "' ' TOG 29.50 6 �1 INV 27.80 C + INV 27.20 ' ` I TOG 30.35 f FIREPLACE I Q EXIST. ---------- ."�=�2fl�&QJ:: 1 - 6 INV 27.55 .1 1 ROP. i 3 80 L.F. I- 6 I I I - INV 27.50 FF 30.97 FIREPLAC I 7 PLAN 2A-R + I INV 28.35 30.6 O3 CONSTRUCT PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,005 L.F. 1 FS 30.64 I 3 72 L.F. FF 31.37rFIRROEPP . FF 31.57 �„ BLOCK WALL FF 30.67 2 JI FL -HP i ✓ � /` REFER TO LANDSCAPE PLANS FOR COLOR N- 6 56 1 �:: ; e.--, • FS 30.34 I PE 30.72 7.09 C i Q_:.. ='.. I :..: _ LAC FS 3124 I Imo- 29.4 .:'. 1 ,, ; 1 I OG 30.20 6 2 TOG 30.20 I F.; :°> .S ;< - _ D CONSTRUCT PRECISION BLOCK GARDEN/RETAINING WALL PER SEPARATE PERMIT 140 L.F. ---- , I C ;, + NV 28.20 6 q - 9.5 - - REFER TO LANDSCAPE PLANS FOR COLOR FL -HP ;� -j -- �. -: INV 28.20 + �° + I-� - .. OR - o--- + :..:;_:..;..;"LL--- I FF 31.37 i ry L J C TW 35.20 29.7 29•7 r FS 31.04 � O w O5 OMIT BLOCK IN WALL FOR YARD DRAINAGE PER DETAIL A ON SHEET 2 10 EA. o / EXIST. 2.1 SLOPE FL -HP �--> © INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 2 17 EA, of FL -HP ° 7.01 FL -HP o i TF 28.53 c� EXIST. 2:1 SLOPE TW 35.50 _�, 30.0 /�9 30.0 / 10' rM too B o 1 9 / ', FG (29.3) 29.7 TF 28.83 30.0 B 3 L-HP FL-HP� ❑® _ _ N (- ( ) 1,215 L.F. ;,� TW 36.40 cam' 7 INSTALL 4" PVC SDR-35 PIPE AT 1 MIN SLOPE 3oi FG 30 __ FG 3o1 TW 35.80 cv TW 36.30 TW 36.70 `L' '�'y TF 29.73 30.9 EJ EXIST. 2:1 SLOPE x O ° TF 29.13 30.3 in 301 I _ - -- TOP --- 1--- TF 29.63 TF 30.03 30.7 IC6- 30.4 -> .. _� ' w TOP �2'S3'- 19.96 - FG------ 301 .-- ----._--3� FG FL-HP301 F - FG _3Gy ®INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 2 17 EA. C TOP TOP 50 TOP �-] J r O9 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2 8 L.F. / TW 36.53 TW 36.5± _ 4 -TOP 64.00 -. _1.- FG 24.00' TW 37.1 ± TW 36.5± + TF 29.86 FG 30.7 TW 38.03 -_'_ FG 30.6 FG 30.5 co co 0o TW 36.17 TF 30.69 ( 38.2± TW 38.2± TW 38.40 TW 38.7± TW 39.6± o EXIST. BLOCK WALL TF 30.17 TW 36.5± TW 30.5± TW 37.6± TW 36.97 I I FG 31 .6 FG 31.8 FG 33.3 I C FG 30.9 TW 36.17 FG 32.0 TF 30.30 I TF 31.73 FG 32.2 FG 36.5 TF 30.17 I EXIST. BLOCK WALL _ EXIST. 2:1 SLOPE EXIST. 2:1 SLOPE TW 36.5± _ __ , TW 37.6± FG 31.1 FG 32.0 TW 38.9± I FG 32.1 B ❑ R/w - EXIST. SIDEWALK 1 JEFFERSON STREET < i c c a c PROJECT NOTES GARAGE FLOOR NOTES- 1. DRIVEWAYS: CONCRETE SHALL BE CLASS 1st SUBSTITUTE MYLAR GARAGE FLOORS ARE AT OR BELOW PAD ELEVATION, 520-C-3250 WITH A MAXIMUM SLUMP OF 5" PER C CONTRACTOR TO DEEPEN FOOTINGS AROUND THE CITY OF LA QUINTA STD. PLAN NO. 200 GARAGES AS NECESSARY PER ARCHITECTURAL PLANS. 2. WALKS & SLABS: CONCRETE SHALL BE CLASS QAOFESS/ph 520-C-2500 WITH A MAXIMUM SLUMP OF 4" PER DE 9� THIS MYLAR IS IDENTICAL TO THE QROFESS/0N VO �� CITY OF LA QUINTA STD. PLAN NO, 200 �CiQ \� P- �qT F'L MYLAR APPROVED BY THE CITY '4� i D AlertA 3. LOT DRAINAGE: BASED ON THE APPROVED SOILS P o 9 REPORT &CITY OF LA QUINTA STANDARDS, THE v 9 4�m ENGINEER ON 4 4 16 EXCEPT FOR �Q v DE 9 F' � y THE REVISIONS NOTED HEREON. '`� 'P� To � c w C43880 m 9 0' 20' 40' 60' 80' SWALE HIGHPOINT OF 0.3' BELOW PAD ELEVATION ¢ cs ' c" m DIAL TOLL FREE SHALL BE SET BASED ON A MINIMUM GRADE OF 2% wrt C43880 1Q n c AWAY FROM THE BUILDING STRUCTURE AND THE -800-227-2600 © Copyright 2018 SWALE SHALL HAVE A MINIMUM GRADE OF 0.5% TO ���� SCALE 1 =20' MSA Cons Inc. THE PROPOSED DRAINAGE INLET. q�F O�� Sj C AT LEAST TWO DAYS All Rights Reserved OF CA1-�F Qx 9� / v BEFORE YOU DIG 1 J U LIAN A. DE LA TO R R E F OF CA1-\�O NO. REVISIONS APPROVED DATE tiBRAT BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B; APPROVED BY CITY OF LA OUINTA SHEET GQ,ti j� MSA CONSULTING, INC. MARK ELEV. 28.23 DS CITY OF LA QUINTA, CALIFORNIA 1 REVISED CITY SIGNATURE BLOCK; REVISED LOT GRADING & DIMENSIONS FOR UPDATED FOOTPRINTS & PLANNING ■CIVIL ENdINEERING ■LAND SURVEYINC3 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE C43880 DRAWN BY a INTERSECTION OF AVENUE 52 AND JEEFERSON STREET + ' f� TRACT NO. 36762 - FLORESTA OF LOT LINE ADJUSTMENTS; REVISED TOP OF INLET ELEVATIONS FOR 0.5% MIN SWALE GRADE JULIAN A. DE LA TORRE DAT DS ` (s �"O CONSTRUCTION PHASES 1 AND 2 PRECISE GRADING PLAN �F a 34200 BOB HOPE DRIVE ■RANCHO MIRAGE ■ CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. REVISED QUANTITIES CHECKED B BRY N W. MCKIN P.E. DATE 3 'c FORTY YEARS TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 9 z¢ /$ CITY ENGINEER LOTS 31-35 AND 49-52 V C PRS R.C.E. 49418 EXPIRES 9130118 SHEETS