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PG2019-0016CITY OF LA QUINTA GENERAL NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 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 TRA C T MA P NO. 32879 GRIFFIN RA NCH 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. PHASE 10 PRECISE GRADING PLAN 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 LOTS 76�83 AND 89�105 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 LOT 'B•_ LOT 'B• WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. _ — — — LOT - CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT •AH' 'AO' 287 288 LOT THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 288 WELL SITE THROUGHOUT THIS PLAN SET. 1 288 CANANERO CIRCLE NOTE TO CONTRACTOR, QUANTITY ESTIMATE / — 48 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE / PLANS, EXCEPT THAT ALL SUCH. FIGURES, INCLUDING ALL EARTHWORK- QUANTITIES, ARE PRELIMINARY 284 291 290 289 49 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 292 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME W 2 OF CONSTRUCTION. 283 U 47 299 EARTHWORK ESTIMATE 1 0 293 300 50 FOR PERMIT PURPOSES ONLY I O 298 _ DONALI §TREE r0 282 W TOTAL CUT (RAW): 300 C.Y. F TOTAL FILL (RAW): 300 C.Y. -4 < 294 j 307 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT y 281 Q 207 0 51 48 3 FROM TRENCHING AND DETAILED GRADING. U W 302 206 NOTE TO CONTRACTOR, GEOTECHNICAL RECOMMENDATIONS I Cr 280 298 Cr THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES 1 U.45 52 A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE .AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE Q 303 FACTORS APPLIED IT WILL. AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD CO CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 MO WAY 4 278 UTILITIES 277 44 F 276 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 W 275 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 cr I 274 53 > ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 0 1 257 258 GAS THE GAS COMPANY (800) 427-2200 Z 259 cr 43 5 TELEPHONE VERIZON (800) 483-5000 O 280 lcr CABLE T.V. TIME WARNER (760) 340-1312 0NA HOSUSA 273 Wo UNDERGROUND SERVICE ALERT (800) 227-2600 258 x < /RCLE 54 NOTE TO CONTRACTOR, EXISTING UTILITIES 267 a a2 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF I 268 g AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA 1 J 272 CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 255 INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY W 66 ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE U 282 0 101 41 - COMMENCING WORK. 254 287 is V 271 THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM r 101 HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR Q W 0'SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY "� = 263 0 THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN • 1 a. 288 U 270 40 I UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA I 56 CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE 25 3 N Z REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. HE PURSUE DILIGENTLY284 266 � SAY COMPANY LETIONSAID WORK. 269 N ATTENTION DISCREPANCY THE PLANSTANDCONELDCSOHALLUBEHEBROUGHTS T00 THEOF MSA 252 SE CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF A HERO CIRCLE PJ NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. 1 251 250 NOTE TO CONTRACTOR, SITE CONDITIONS I 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 ABBREVIATIONS OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. EAST INV INVERT N NORTH L.F. LINEAL FEET NOTE TO CONTRACTOR EXISTING SURVEY MONUMENTS JE S SOUTH LP LOW POINT THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE W AC WEST ASPHALT CONCRETE MAX. MAXIMUM MIN, MINIMUM EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. FOR ANY REASON THE CONTRACTOR BC BEGINNING OF CURVE MOC MID -POINT OF CURVE INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT SCR BEGIN CURB RETURN NG NATURAL GROUND IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO SOC BACK OF CURB N.T.S. NOT TO SCALE REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. BSL BUILDING SETBACK LINE P/L PROPERTY LINE C/L CENTERLINE PCC POINT OF COMPOUND CURVE NOTE TO CONTRACTOR, DRAINAGE INTEGRITY C&G CURB AND GUTTER PE PAD ELEVATION THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE C.B. CATCH BASIN PIG POINT OF INTERSECTION/GUTTER FL WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE C.Y. CUBIC YARDS POC POINT ON CURVE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE D DEPTH PRC POINT OF REVERSE CURVE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE DWG. DRAWING PROP. PROPOSED CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR EA. EC EACH END OF CURVE PVMT PAVEMENT R/W RIGHT OF WAY ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. ECR EP END CURB RETURN EDGE OF PAVEMENT S.F. SQUARE FEET S/W SIDEWALK NUISANCE WATER DISCLAIMER NOTE, TB TOP OF BERM EXMT EXSTNGT TC TOP OF CURB EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FF FINISHED FLOOR TF TOP OF FOOTING FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS FL FLOWLNE TOG TOP OF GRATE INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED FG FINISHED GRADE TP TOP OF PAVEMENT UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE FS FINISHED SURFACE TRW TOP OF RETAINING WALL PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE GB GRADE BREAK TW TOP OF WALL INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. GF GARAGE FLOOR TYP. TYPICAL HP HIGH POINT 7 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR, LENNAR COMMUNITIES, INC. 980 MONTECITO DRIVE, SUITE 302 CORONA, CALIFORNIA 92879 (951) 817-3663 1 VICIh w AVENUE 51 o�-- z_�i - (nl AVENUE 52 z O w AVENUE 53 w aw (n AVENUE 54Li @� n w 1 w SITE O w rn En ¢ r Q OO 001.4 iwl F Ofo En 0 AVENUE ` z m vozi ITV MAP o AIRPORT BLVD NTS � Qo PRECISE GRADING LEGEND 55 INDICATES CENTERLINE INDICATES RIGHT-OF-WAY INDICATES EXISTING CURB AND GUTTER INDICATES EXISTING WALL INDICATES EXISTING UTILITY LINE W: WATER MAIN, S: SEWER MAIN, INDICATES CONSTRUCT GRADED SWALE -------Ta INDICATES EXISTING TOP OF SLOPE -- Tee - - INDICATES EXISTING TOE OF SLOPE o-----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE 9 1 10 111 12 0 18 Q 17 X J d 18 LL a 15 � O ^� 14 �O 13 r. 39 — 38 30 37 3g 35 34 33 32 31 IC I 1 46a4 ? I1 aoORTEGA DATE CHERI FLORES D TE TING BUILDING OFFICIAL PLANNING MANAGER TY OF LA QUINTA CITY OF LA QUINTA TYPICAL STREET SECTION (EXISTING PLATS TE STREET) GARDEN WALL F LOT 'C' 6"x8"xl6"PRECISION Q /� BLOCK 78 77 78 79 80 81 LOT 'AR' } HE T 2 WELL SITE < HAFLINGER WAY 21 — — z U. 97 98 82 83 84 cc U. 75 Cm9 < 22 ¢ 98 ? 95 93 92 86 F. W C 3 0 Y 74 99 EL 86 OMIT FO'LMIIT ONE N C/ NECESSARY OUTLET FO FOOTING 23 100 tC 94 97 OPENING WITH 2" MIN. COVER OVER 73 d $7 TOP OF FOOTING 90 TYPICAL SIDE YARD 24 �1 pqR/{ 89 $$ WALL OPENING DETAIL s —_� 72 '7 2 103 TqR 0RWE Lu METAL GRATE PER LANDSCAPENTS 12"0 ARCHITECT'S PLANS. 112 4704 �I TOG SEE PLAN 8" LANDSCAPE AREAS: NDS NO. 14 25 111 110 105 ' 106 U) ROUND GRATE OR APPROVED EQUAL. Q 0,5% MIN 0.5% MIN 113 OM�q< OR/ 109 108 107 OC REDUCER IF REQUIRED-�j� \// 20 71 VE a \\ \/ PIPE RISER w z 11114 %\ 116 PLASTIC ELBOW a 117 118\R\PLASTIC TEE Q 27 124 Q 70 123 $ 122 121 120 119 2 LL 28 125 AN_O-WAR COURT _ 89 128 127 128 1219 130 29 / 138 as 135 184 133 132 131 / 137 �09 y 87 0 A�' MACBETH STREET �yFp 138 '�' 138 140 141 142F143 144 'L 57 MERV GRIFFIN Be 166 \OF 68 59 80 81 62 83 84 85 Q RECREATION / 233 179 156 RETENTION 215 0 164 1b3 152 L 214 / 234 213 212 202 201 101 190 180 178 \ ~ �N 157 O y i- F 216 STORM CAT COURT y o 200 181 J JJ w 3 CC 101 235 N 211 203 a 102 189 N� 177 163 } 151 U 217 219 C y 9d 168 164 a 218 r9 Or` O C 145 J R 238 10 o I cc 230 220 � 3 210 204 F 199 193 O 188 182 m 178 159 162 185 I c<j z m O O < 149 148 C 229 G C c7 c 231 228 227 209 208 D 198 194 ~ 187 783 175 180 181 188 a 148 227 147 THER GULCH y GULCH WAY THUNDER 232 T1117.; 228 225 224 228 222 208 207 206 197 196 196 186 185 184 174 173 172 177170 189 9f8 FEMA- INDEX MAP Dig S a f e I y THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QAOFEOES/oq THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 4� HAZARD AREAS. 0' 200' 400' 600' 800' q�Q, pa p Cq 1099 cc22 DIG ALERT DIAL TOLL FREE NOTE PERMITS TJ 7 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' w C43880 m m 1-800-22 • -2600 SHALL BE REQUIRED FOR ALL WALLS. O �� Exp. 6-30-21 AT LEAST TWO DAYSqlqy BEFORE YOU DIG NOTE, CONCRETE BASIS OF BEARING, s �P � INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 76-82, 96 AND 97 3 LOTS 91-95 AND 98-100 4 LOTS 89, 90 AND 101-105 • • • • LANDSCAPE AREA DRAIN DETAIL/ NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN I -TOG o / OR 6" PVC SDR_ oa.,pa\i INV 35 (1% MIN) SEE PLAN o o EMOVABLE GEOTEXTILE FABRIC 64-. \� FOR EASIER CLEANING �-�X\ /8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN)/ NTS 0 2 FF 22'%j GARAGE STOOP PATIO CONCRETE LANDINGS NTS • ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2019 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 9p / V ` Q� STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT,. MSA Consulfing, Inc. 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AND COTO Op CAL�FQ INCLUDING ALL ADDENDUMS. All Rights Reserved TAKEN AS: N 02.03'38" W (NAD 83 CA ZONE 6 DATUM). UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED DATE BENCH INDIo BM ss ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA CALIFORNIA SHEET MSA ' INC. MARK --- 43880 sMs a 1 Y > PLANNING > CIVIL ENGINEERING> LAND SURVEYING LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SIGNATURE DRAWN BY SMS q � / 1 TRACT NO. 32879 - GRIFFIN RANCH PHASE 10 -PRECISE GRADING PLAN OF A. DE JULIAN A DE LA TORRE DATE 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. EXPIRES 6/30/21 q BRY N MCKINNEY DATE 4 CHECKED BY 760.320.9811 msaconsultinginccom f!I(S11 / JAB CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS Nol 1011 • 00 16 2TEGA 7 DATE G BUILDING OFFICIAL OF LA QUINTA INNING & ZONING COMPLIANCE At, " - ,l, I1��%za ERI FLORES DATE INNING MANAGER Y OF LA QUINTA TW 488.67 TW 488.67 IF -484. TW 486.67 EX. BLOCK TF 481.67 EX. BLOCK TW 488.67 EX. BLOCK TW 4$8.00 TW 488.00 EX. BLOCK 1W 487.33 EX. BLOCK TW 486.67 EX. BLOCK TW 486.67 TW 484.67 TW 484.67 TF 479.00 WALL TF 478.33 WALL TF 481.00 F 481.00 WALL TF 480.33 F 480.33 WALL TF 479.67 WALL TF 479.67 WALL TF 479.00 TF 477.33 F 4l76.67 TOP r,rr•r`ai21"-3T.-1 ,-_.' __TOP TOP .S.Z"MAk-TOP----` TW 484.00 s TOE. -,., _ ,-,..._. _Tt, ____.._._-- .._-.____.._-_ ___`.___. ___..____...__-_..- __-...-__ _-_.---TOE _.,.-.-__."-�70E -_ _--__-...-......._.- _._-_- __._ __. 67TOE _- __-. ______ ____TOE-_.--._._ __ :t._ - TOE -___TW - -- -TOE N 480.1 70E------ ..,Op n S% -� 0 % 0.% 0 % 0.� 0 % 0.% 480.1 °t FG ..c--..�.. `..,,r-.. ..�.... ..�.. ..�..�....�.. �....- ..�.. ..�..�..i�-..�..�..�..-.. .�..-..e-.-F-•.. �...,�'°..� .� �..�.� .�.. �.. ..- TW483.33 �_ /f a 479.10 0 a0 ro 477.40 - 477.7 ✓ 476.90 47 TF 476.67 / FG 0.5% N 0 479.4 � N FG 479.4 478.8 478.50 = 478.8 _ 478.3 FLBHP FG8.3 477.7 FG 477.2 FL -HP FG7.2 �. .. .. . o .. .. .. .. FG FL -HP TW 485.33 FG FIL 2 FG FG FG FL -HP FIG 2 479.80 TW 486.00 TOG 478.80 TF 478.00 2 479.19 2 FS8.69 2 2 FS8.09 2 8.5' 2 FS7.59 Q2.63, FL -HP TF 478.67 I INV 477.4 5 479.79 2 479.87 I FS 479.27 1 478.77 1 I _ 478.17 1 I _ 477.67 FS i- FS FS FS ' FS TOG 478.20 TOG 476.60 ' 5 TO 477.10 5 I / I TOG 478.50 I 479.27 INV 47612 478.77 5 TOG 477.70 478.17 5 INV 475.77 I TOG 476.60�477.67 INV 475.27 I 1 �I TOG 478 20 IT T o. TOG 479.50 479.87 5 I INV 476.87 5 FS L=100.00' 6 TOG 477.70 FS INV 476.37 FS I. L=100.00' 5 1 2 INV 477.47 I. I I. I INV 475.27 5 FS 30.91 • INV 478.17 FS 1: . I 5=1.17% I .1 5 I� 1 TOG 477.10 L=100.00' 6 I 3 6 L=1019% NV 476.37 5 S=1.17% 5=1.22% 1 6 'I 8.5' INV 475.77 I o LOT 81 8.5' I s=,.,9% �T I 3 LOT 78 'T LOT 79 8.5' 'T LOT 80 I. 1 L=100.00' I. I I .o I 8.5' I 480.33 480.57 is 3 LOT 77 $'5� 1 ' PLAN 2XB 5 s S=1.00% PLAN 2XC 6 L=100.00' pLAN 2XA I T; PLAN 2XB r 5' I 5=1.00% 5' Fs Fs FF 478.97 T FF 478.37 A T� q FF 477.87 ® 1T Ex. BLOCK. IT PLAN 2XA 5' IT FF 479.47 1T T1 1 �, , WALL :I TOG 479.50 5 2g�, L=95.00' T L=109.00' I. L=102.00' :Ln PE 478.3 L=i00.00' I : 13 " 1 PE 477.2 ®I.0 1_ wv 47$.1a CHIMNEY s 1: se 1 s FF 480.07 n,. $ PE 478.8 .I 6 ®1 ;, PE 477.7 5' ®, 0.1 D 1 9 3 1 S=1.44% 1 vrl 5=1.00% I 1 5=1.00% /q �1 8`1 A CHIMNEY S=1.22% ®I I CHIMNEY �I 6 L-100.00' CHIMNEY N T T PE 479.4 U T T T W I TI T TI 5=1.00% I I CHIMNEY i `� CHIMNEY 2 i o:i m 2 1:� LO:1 o 2 .I 2 ' o' �? a6 477.83 I 477.33 ' 0 L07 AR T' � I 2 I m 479.03 To 1 06 478.43 Io T A A n n I I 478.77 478.77 ^ N I ^ ' 477.67 477.67 ^ ' io ' I�? I I" I o T 12.96' FS 1 478.17 478.17 a If FS a FS WEIL� S0TE w ' 2 5' o T rO n 479.53 T112.96' 479.27 479.27 v LL FS I'o FS FS 478.63 478.03 i' Ti FS FS 477.53 I� y T� 480.57 480.44 479.87 479.87 a FS FS FS 479:23 I rg : 12.96' FS FS FS IT 12.96' n �.i L=91.00' FS FS ®iTM FS FS 79.7 1 1 FS i.� Ti FS i.N i i. i. n. 6 _ °� TI FS o TI a 478.50 478.00 T 47. 0 s-1.00% LOT 76 rY _ p I - :rn .I <..__ c 2 bra FL HP �'. FL HP N Z p 4 FL7HPJS�v xi 4 FL HP L47 :� .479.1 D I �.. --v..... N.. 3 : a '_.. N o I a`a 1 `' °mPLAN 4B• 4 FL -HP : m TW 484.67; N a x I V 3 3 TW 484.67 I 3 TW 484.00 - TW 33 TW 483.33 1 - ' - - - _ - z F 477.33 477.33 477.93 TF 476.67 I 4 6.67 4 .22 TW 485 33 zFF 48D.77 3 , s 478.53 s 478.01 s 477.27 477.51450.33 480.07 F 478.00 479.03 479.11PE 480.1 I,479.71 _ o I' FS FS 1 1FS FS8 61 �. JT , ' FS FS u ,� i FS FSTF 476.67 y GF 477.32 FS I 477.40FS 1 478.50 •� 478.00 1.I GF 477.82 I: :1 476.90480.27 1 ',1 GF 478.92 1 1 GF 478.42 FL-HP480.57 GF 479.52 FL -HP r II FL -HP iae: II �I FL -HP FS iv N. 1 I ,),�' 1 I 1 I ' I FS 1 I FL -HP ,1, - 1 n �, N TW 484.67 I N TW 484.00 TW 484.00 N TW 483.33 I I m Et 479.80 I TW 485.33 TW 485.33 478.65 - 1 6�, y a TW 484.67 0 ° 1 o IJ� 4 I TF 4 S.DO ° I N FG 478.E ' ' TW 484.67 o FG 477.9 47 .15 N °D FG 477.7 aj FG 477.3 477 5 I-o N.I FG 477.2 a 476.8 477,0 °. 4 479.80 i TW 486.00 480.47 z FL -HP �I 4 925 �+I ES; ' o �II' FG 478.3 N TF 477.33 i i i TF 476.67 N TF 476.67 FS i'ri TF 476.67 N TF 476.00 I N _ P I F 478.67 FS a I m TW 485.33 $' . :I TW 485.33 TF 477.33 �i �11 FS �1 1W 484.00 T : m 476.90 I� TIN 486.00 i 1 TW 486.00 n I I� NJ TF 477.33 478.00 m 477.40 I TW 483.33 3 FG 485.8 FG 478.8 478.50 N I N 1, N F 476 00 FL -HP 1 N ' TW 486.00 I F 478.67 I� 'ol l FG 479.3 - y �,' FL -HP ' ' I 1 0.5% FL -HP .. m TF 476.67 0.5% FL -HP ' I: I 1 TF 478.00 - 1 I TF 478.00 ao . Te-0.5% I 3 GF 480.10 9 ,. ao 1. 5% E--.. 1 eD ..�..�.-E-.. ..�.. N �' ..�..�..�P. TF 478.67 :1 is .I TF 478.67 479.10 tt _ 1. F0'- .. .. 1 1 - TW 486.00 e¢` d TW 455.33 FL -HP {j ] °v y ° o a ' ° a' . s 477.14 3 W v, m �_ 1: I 476.65 g FG 480.1 sr• 2 '. I,I, ...1 ° p, v o 1: 1 477.75 g ia'.' , ° r' 0 2 1: ; ,'a 1 4 n 1 TF 478.67 n;j v 1 n TF 478.00 .. e-.. 4 I FL -GB 4 2 I - o o ado IL 0.5% co I. 478 25 3 I In co n. , .,�I' 1 '° -. I FL B 4 0 ° o: FL-GB- HII O °. Ia E FL -GB ��� ui aoSn 95.00' .N -i3° 1478:53 o rn; ;n _ 67.3T _ - 2 27:70 - - 95.00' - G - - - 95.00' , - _ - - - - - 477.38 TC 477.25 TC 46.83 TC 476.80 TC 476.28 TC 475. 3 TC 475.60 TC 475.53 _. ° 70.89'Ocx°) T 7.34 TOG 477.20 j TC 476.69 TOG 476.61 C TOG 47 TC 75.69 TOG 475.55 107.00' - 16.31 - TC"_. 477.78 TC 47 7 TOG 477.16 7 1n TC 476 24 6 TOG 476.06 7 - - - - - 0 477.92 TOG 477.69 7 INV 475.70 INV 475.37 7 7 TOG 476.65 INV 475.77 s 7 INV 474.60 7 �- _ 5 _ - -INV 474-OS s TC 478.82 TC 478.78 TC 478.47 TC 478.34 TOG 478.25 7 TC 477.87 TOG 477.74 INV 475.85 4 477.,8� i INV_4Z-.15 - ___ ____ - ___. __ _-__ ___ _ ` -v -._ - - - -- - - NV 474 ` N 7 INV 476.80 INV 476.38 7 INV 476.24 --. TC 476.08 _.;. TO 478.30 TC 478.27 ` TC 476.63 / TOG 478.84 oN 7._._...__- _. _.�s \- TC 477.71 - - ;�- - - - - - - - - + - - - - I- - - I- � TC 478.43 � 14+00 ) 15+00 18+00 - I 17+00 INV 477.26 r-. ._s__ _ _. -- _ --- -13+DD HAFLINGER WAY TG 476.74 - - TOG 477.30 TOG 476.77 TO 476.7 7 6 TC 476.09 TOG 475.99 7 LI 475.46 TOG 47 .18 �_ _ - I - I_.r - 7 7 7 7 TC 475.73 INV 47 -96 12+00 NV 475.72 o TC 477.05 NV 475.27 NV 475.0 TC 476.45 iNV 474°68 INV 474.32 -)_ -_ 11+00 -- - w�7 TIC --_ ._-._ _ - -w- _.._ w.--- -- - -_w__ -- -- ) -w- - -. ._... 7- -- - - - -w - --- w-w - -,- - -- (0.58%4TC 476.60 TC 476.40 TC 475.78 0.58% TC 475.58 iTC 475.43 _. Lq 0 15a I - - 11 TC 477 68 -w- - --- --- 382 -- - N- _ - - TC 478.20 O.S6% _ o o l i 3E 0 2 N o' _ 7 __.. _ .` 6 ti3� -- - TC 478_37 0.58%==� 2 M >� N o o - - - - - 91.73 TW 484.67`00 -j�04 FG 4711.6 .o non h i I I �i TW 484.67 w ry ry 478.60 I g2 I I 1�, o TF 478.00 -- n n I I a 1" N 477.20 0 3 ,riFS 1:^ :1 ':„� 477.90 I a B� TW 483.33 TF 478.00 a S=1 00% n ^ n qN". I / TI .. ' TW 481.75I� 27.28' I FS to,.6 \<< TW 482.45® �� aTl TW 484.67 �, ' 476.67 6.00 __--- �.5%-= --�-_ -' 0 TF 477.95 I N FG4 6 Fs ------------ 5TF 478.67 O®� 2 -T�z I Ti GF 478.71 is G 4 F 477.25 I I OF 477.31 TF 477.33 IT 27.03 0 0 = i 4 FLBHP IT 477.60 4 is 477.67 a 4 476.90 j. O n M n n o o TOG 478-00 ,o o i I P/L I�� T a� INV 476.67 5 u nNono�oa=�ao n 52 a M Ii-�6 s �S A jl ' `Ij A ® TWnEEN t n: 3^0 rfTW 484.67SIDEYARD WALL: Ir`° n n .^ i 1 L-95.0%3 TW 484.67 TF 477.33 - 478.22 TW 481.75 477.52 4.16"xS"x16" PRECISION :1S' `� . Go 16;2t' 0 o TI 5=1.00% 478.92 3. F 477.33 I FS i.BLOCK GARDEN WALL ®" ILL0 ^ 0 iv TW 482.45 FS i FS F 477.25 iTT� I.3 O 5:67 t- ! N TF 477.95 �6EX. BLOCK 04 i 478.94 ^ °� i 478.24 6 iT o oi 77.54 I IO WALL 3' MIN�2' 3' MIN a exz i ILI IN I �, 478.94 6� n nn L=95.00' >k° I.o O FS ..ao I� T1 _��, 1-0 .I FSN.. L=95.00' orn,p o row IN- FS I'o r. 0+ <oaoo FS i�^ 2' i mn� `ri 2 _ ^ o .1 o 5=1.36% �i� I N S=1.00% I J m 479.07 8% ` ° LB ~ I v m °° I i 478.30 2 47 q lye �1 A 478.37 I v v a c I 477.67 y c� z �x o o CHIMNEY FS 2 �v� T FL-FS HP 4 FS- L=88:00' 6 I' _ FL7HP ITO� F' T' 4 6 I : 4 I �. 1 476.90 L=88.00' B O v T B ..•' , r __ S=1.59% Ilw 5� L-90.00' I '- 1 FL -HP 5=1.49% b y W 478.91 2 ^ 3�� �; 6 S=1.00% LOT 83 ., 3 LOT 96 LOT 82 1 LOT 97 . • Fs o o a -_.._ .... Q Tw 4$4.67 PLAN 1B' PLAN 1A TW 484.00TW 483.33 PLAN 1XC w If 479.07 i a I co "� x m "xi n n 30' 1 i i TF 476.67 3 j o n TF 476.67 I oa �, PLAN 2XB FS oon E- ,� TF 478.00 FF 479.27 0 1 1 ® FF 478.57 3 FF 477.87 , "� = m FF 479.27 2 " a d ^w O a 3 9.5'1. _ ® 6.5' CHIMNEY i ato o I CHIMNEY PE 477.2 8.5' PAD ELEV FINISHED I ao 0 EL a 0 N 0 n �1 PE 478.E I PE 477.9 a 26.82' i1 (HIGH SIDE) FLOOR a PE 478.6 > ; 3 0 ~ a i I10' 0 5 TOG 476.60 10 Z ° a'° I °- 29.63' �o ~ j Y oa CHIMNEY 479.07 479.07 5 TOG 478.00 478.37 478.37 26, 1 '�� 477.67 477.67 INV 475.27 I PAD ELEV 0 o i FS FS FINISHEDSIDE)° - 1 I I �I FS FS NV 476.67 i. FS FS I = II LOW II d y FLOOR ( m e \\ TO 3 2% TO 20%.-\ ° ', \\ �\ 3 i O 479.07 I Q IM .1 ' g i s FS i +t78:87 N'. 2 13' '^ 2 J( 'I °1' I 3 I 477:47 2 4T7. 7 - - - 1T .1 /° / / TOG 478.00 479.07 0: o ^ i 3 FS • `-' ... ' w W TOG 477.30 FS I FSFS 2� r0/AA r /� A° 0.3 AAA%A/ A%� INV 476.67 5 F5 =•' 20:5 10 INV 475.97 MIN Try, o ^� n PUE TOG 478.00 478.87 478.17 TOG 477.30 TOG 476.6G 5 RETAINING WALL m g=�057% 6 FS8.83 4 n �� d _ INV 476.67 5 FS °4 FS 5 INV 475.97 INV 475.27 0 REQUIRED IF nm ��^n� N �AA�AA/VA�AA/ 0.3' OVA \� MORE THAN 12" - TW 484.67 4 0 `^° .. 0 % 0. % -l� . _ N 0. .. 0. % .,� �.. _ 0 .6�% .. 0 5% 47 TW I.... iA ° co ;n wl 0 v �..�.. �.. �.. �. �.. �.-. �..-.�,..�.. .�..�.. �.. ..�,..�..�.. 7.2 483.33 MIN / A 0 478.30 FG 478.0 n o > 1O I 475.30 i� 477.60 0 476.90 a 'q FL H�� TW 484.67 TW 484.DO FL -HP TW 484.00 B FG TF 476.67 FL -HP TF 476.67 - TF 33 - TF FL -HP r = --_ 0 ^ TW 484.67 0 `O 77 33 TF 47 476.67 3 vi TW 484.67 1 ---. -.-� -� .. �.-F=- e�=j-- ----r. -. .. 1 a I 478.00 ,ri 04 4 7 C --FG -- ---- ----- N F 478,00 TW 482.00 N N 477.9 -._ T4E ---70t-_..___--_ 0.5% 0. 478.6 N fj �478.6 477.9 3 - - TF 474.00 SECTION A -A iW 484.67 TW 484.67 9 120.00' IG FG 113.00' FG - T P -- 1- --_-'- .TOP 0-.-__.�-..__ TYPICAL GARDEN WALL SIDE YARD DETAIL TF 476.67 3 TF 476.67 < TW 484.00 1W 484.00 Tw a$4.00 rw 4$4s7 1 TW 486.00 TW 484.6.7 TW 484.67 TF 477.33 TF 477.33 TF 477.33 (PAD ELEVATIONS DO NOT EXNTSD t' VERTICAL DIFFERENTIAL) TF 478.67®� �� W 478s7®IT �� TRW 478.67 TF 476.67 �0� �� L04 92 TW 484.67 TF 476.67 o TF 476.67 PIE (478°0) P� B TF 478.00 NOTE REGARDING WALL ELEVATIONS NOTE PtE (4777.4) GARDEN WALL AND GARDEN WALL/RETAINING WALL SECTION B-B IS SHOWN ON SHEET NO. 4 MATCHLINE SEE SHEET 3 HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SET To HAVE AT LEAST 6. OF COVER. THE TOPVAT OF CONSTRUCTION NOTES QUANTITY ESTIMATE WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON THESE PLANS ARE NOT NECESSARILY IN BRICK FOR PERMIT PURPOSES ONLY INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 5,070 SF FIELD TO ACCOMMODATE 6" AND OR B" BLOCK. STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 9,833 SF NOTE TO CONTRACTOR- QUANTITY ESTIMATE O CONSTRUCT 6NEIN16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,943 LF QPppESSIO* MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 20 EA DE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY �2 a L4 F ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S. RESPONSIBILITY TO PREPARE O5 INSTALL AREA DRAIN PER DETAIL ON SHEET N0. 1 20 EA r7 v t o9i D I HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT ? m Z O 9 A I e r BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME w C43880 m R OF CONSTRUCTION. O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,950 LF s Exp. 6-30-21 DIAL TOLL FREE 0' 20' 40' 60, 80, 7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 20 EA 1-800-227-2600 NOTE REGARDING GRADES, �� O / V I" �'Q iiiiiillllllllllllllll UNLESS OTHERWISE STATED:: © Copyright 2019 CONSTRUCT 8NIBN16" .PRECISION BLOCK COMBINATION GARDEN / '9J• Q AT LEAST TWO DAYS MSA Consulting, Inc. O RETAINING WALL PER SEPARATE PERMIT 110 LF F OF C\FC SCALE 1 "=20' BEFORE YOU DIG FINISHED GRADE AROUND BUILDINGS = PE All Rights Reserved BENCH INDIO BM 499 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MSA �4 ,, MARK •ss ELEV. .71 SMS CITY OF LA QUINTA, CALIFORNIA n 2 7 43880 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE (/ l DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING>LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ��-� PHASE 10 -PRECISE GRADING PLAN OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 JULIAN A. DE LA TORRE DATE SMS POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY BR AN MCKINNEY DATE 4, 760.320.9811 msaconsultinginc.com II I s�(� CITY ENGINEER LOTS 78-83, 96 AND 97 {{{ JAB R.C.E. 49418 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, s.e.M. SHEETS MATCHLINE - SEE SHEET 2 //S/-.407'j RTECA DA CHERI FLORES DATE LOT 971 W 484.67 I I TW 484.67 LOT g3' BUILDING OFFICIAL PLANNING MANAGER TW 484.67 FG 478.0 0004 28 TF 477.33 7W 484.00 L04 82 TW 484.00 TW 484.67 CIN OF LA QUINTA CIN OF LA QUINTA TVI 486.00 ?F 476.67 PE (478°8) Q_\ TF 476.67 I 1 TW 484.67 PE (406.6) �B TW 484.67 F 477.33 iF 477.33 F 478.00 PE (400=2) L07 8• TF 47867 120.00' FG 478.6 PE (,677'9) TW 484.00 g TRW 478.67 TVI 484.00 477.7 0.5.E-- _, .2% I - TF 478.00 TF 476.67 TF 476.67 2.MAX §off) .. i--" a-----F=__F- 126.07 FG �' b�� d 125.75 95.00' d u? a TW 484.67 477.4 478.9 479.2 TIN 484.67 N Nm'n° TRW 478.67 .1 MAX F� 478.0 3 FG8 0 F� 3 FG TF 478.00 L=89.00' TF 476.67 -. .. .9a z. I "%. .. --a .. FG . <- .. O .. .. 0. .. .. TW 484.67 6 o 0170 a - ,o m �; o m ✓ N m ti TW 484.67 0 . �S% 4 5 1.00% d s m 0 667% m y r n o m m 477.4 477 67 477.10 m ,.i m 477.70 TF 477.33 0 78 60 TF 478.00 L07 79j � � TOG 477.10 5 dmp m ^ � od n a � FG 5 Fs FL HP e B N W 484.00 f FL-HP �-HP PE (47��=s) A q INV 475.77 LOT 98 d d o2� n TW 483.33 TF 476.67 47839 -y.. 0, PLAN 3Cw °? ~7 1 d TF 476.67 47 67- 479.47 2 2 1 2 47% y, K: FF 478.37 3 1z ��I F roc a7s.eo Ih } .. Fs i s9'2s ti w. ac INV 4 5.47 TOG 477.40 2 3 478.17 PE 477.7 I T, ,T i -Ts478.04 .I 477.97 477.87 °TOG 476.80 I. INV 476.07 s 478-47 I- / 30.76° 2 I 'i 20.5! to' 3 i CHIMNEY 'S FS 5 INV 475.47 I- a 3 5 TOG 47740 �' �� TOG 4j -47@3 10' tx I " .37• T,...�_ LOT 95 A s ;T A LOT 93 INV 476.07 I: % WV 47 930 S J 4>s.3j ¢ L04 8�J TW 486.00 477 H0 478.17 : '. e5 � x I[i1 T 3 rn S, 900' Q /NV g4jg,30 i m N TF 078.67 017.00 Fs Fs 47 .17 _ m mr' PLAN 1AI o s 8� PLAN 2X0 kr s t i.3s L T e TOG i. 77 _, N w L FF 478.07 as 11 FF 478 67 0:/ % p 9 s. 7 B / o a tx FS61 3 I �� I o lI �"i PE 477.4 ix .Ifs L=102.00' PE 478.0 (A/y 2 IT m B g z ml. d �I N� I o l e 6 S=1.25% L=104.00' 6 i'� A o l/l ICF 4> 2'q LaIII TW 484 7/ 1 n ?' an.e7 '� TI® cHIMNE s=1.GGX o p 477.33 : _ 478.17 m l d o L=102.00' I' .I I 'w E 4% S-7.0 '0O' HE FS CHIMNEY r o r TW 483.33 FS 5=1.00% fi 1 - / ' „ p/ 8.8 0 XI �(/ io v6 �I TF 476.67 2 I' ? 2 6 mol. LTJ n iD n 4 477.10 3 'y 477.74 0 11 477.83 m m 478.17- CHIMNEY d�" dd I m 1 L-HPI N;: Fs I'i° '' ^ 47a.47 47847 "� ?/ 4js.37 S 477.10 -I FS d�i / o / 478.04 7 4 FL HP j�f TI 477.83 FS FS 1 TW 483.33 TW 481.25 477 72 m 47 'T TOG 477.10 5 TW 484.00 .ni „_ a d I I :' TW 484.00 I- /� 24. / n / 9.37 < / o 3 NV 475.77 3 F 476.67 1 % w ^� ° . ' 7.25% �+ < I TG 476.67 4 6.75 j FS 3 : a x 3B' / e �' _ ^ WALL L=95.00' io 477.40 -, co^ orr m iO Y 3 x 476.67 FL7HP I / m 2 S 6 A ^ FL-HP a :7,.15`Xjl r d a m a :i E TW 484.00 3 N' y0 I i 479.23 i� FG -TW 384.01 tO Cl« FG 477.1 1 �� a �i L=9°.00' ' 477.33 F 476.67 478.31 478.23 I !jl 47gT 479 i �W N J 4 r w 5=1.27% + TW 484.00 I .I Ix .03r / TW 484.00 o TF 476.00 o '... I,m �_I FG 478.0 i• y Fs FS � -/ T{y FS �/ TW 484.67 --- --<- ----� --- -F= - -- =s -- r q M'I GF 477.51 I: �' 477.70 -/ 0 47927 4 84, /; 478.60 476.00 r5 126.5 3. TW 481.25 - TF 476.67 :, GF 47812 //g�L' - TF 6> TF 477.33 K I I 477.85 FL-HP / -:. ge J8.0 FL-HP 4 I TF 476.75 a - ,.. I 0 i 477.1 - x- _�0.5 F . �.8% :I m I I L� FS in K k: / 4> FQ - - I �li�I TW 484.00 < I:n m / F 8 J3 yA l m % o TOG 476.50 5 A 3 FLSHP 477.33 TIN 483.33 N m `- - 1 �� FG 477.5 n TIN 484.00 I�o o+/ F� 4@4.67k' • CF i TN 484.67 ^ ri INV 475.17 476.00 m u m d: ui 1 _ 1 TF 476.67 I 4> - N 479.0 / FS m I r r tR , 2 • I TF 0 Z TF 478.00 f rn d d d K M ci T' 477.70 F 47 4> / 3 i9 n 32.3 JIT' >.33 R r o G 80 r ® m FL-HP °. X TF 476.67 !, 4>g_6 TW 484.67 L=99.00, N o> p 1 69.34' R ' °- I o' m . --a -- -a �, 1 O j/�/y' / N TF 478.00 S=1.03% oZr �ca _. _ '° max? 'I, ri. Nm� ._d �a _.y 'i HP rI=" -.@. Ny iJp 1W 484.670 r � ii- 1 6477 57 a 3 1''. 7 + TOG 475.83 -' vi - ^ /' TW 484.67 478 JQ.- w/. TF 478.00 7 TO 476.00 - ra _ w e/ [L®4 74 : 1 INV 474 33 TC 476.04 -' �- � � 93 o 3 4 4>>4 . � FG 478.0 OV a 4, r!F x C 475.83 143o' °" <� S TF 477.33 ci`+ }SB.73 /� FG PE (47®.4) '0' .5' TC 476.15 9;-50.01' 23.58' GB /' � WALLLOCK F57.49 r PUE �, TC 476.16 8 ° 74(0:5 G 476 82 / �Y�s _ ` 41637' STDG 7769 0 LOT 99 476.ao M n / - TOG 476.26 6.63 0 S 9x E4S77.8 TG 2 ♦ls.y7 iv n N M - -�_ 7 L 475.83 ITC 476 83 FG �I FL-HP m {NV 474 .2 4 476.46 A7 477:41 477 57 m r r +00 TC 476.28 NV 474.80 FS 476.43 7 471 73 -� 3 III 3 PLAN 2C •'' '-q Tw 483.33 d d d d 7 7 7 TOG 476.66 476.80 FF 477.77 FS 2'.i;, TF 476.00) 3 - 01 ' � 1 V: T 4j� L 475.93 INV 475.36 . 477.41 476 93 R' m ', 7 16 CHd 4 478.28 a L-HP PE 477.1 ..: FS FS 25 08 1 r ai TC 475.70 tea^ T- > rpG " ,NT OI , FL-GB123. B .. _. 0. 1% INV 47625 URT FL 476.4 8 TW 484.67 n 2 CHIMNEY-® -�'-) _.Tq - I --�_ 474.>5 _ FL 4 6.54 _-1'' 1 5 497 "' o 7 I TOG 478.30 477.57 Q% - �- w TF 477 33 477.57 NwJ 'r - 83'23 "'�, 7 TOG 477.05 4 4 r _ . _ INV 476 97 N 7 1 O FTW4_.9'•-- 12+0 -s. LOT r s II 478•d4 s INVINV 4 - _ ->?X I of 457.44 3 N _ 'a' / TC 0 TO 477.06 _ no Fs' 36 n m , G B fi.3 J r0G 4> 20 FL-HP 4 �L_ --� o PE®484.°0 .n 4 , 4 94.00' �1 . A L=1 17.00' 4 n ^ a �^n 7F q4>>S 0 , TC lNV q>Ss 72 7 TOG 477.07 a e s 5=1.49% "T 6 n r9 oam a n >8' \ / 47 4 IN 7 57 �� 5=1.19% ry d mi as N u TW 483.33°1. dd Y 6> B 6.38 F o m 2 478.67 18' TOG 476.50 ^ r � I m o FG 4}7. r 3 9 F( O ^� -,'4.26% INV 47 .17 in dwy ...aw/- TF 476.OQ oz 7 k\ 476. r- L nr, SS FS 478.>i FL 476.53 B o a .`(1 }.> . m 479.07 _ $�I / TO 477 01 {j 1� a��. IRA 2 1 FG �', q3\- 4>6.S8 w" 479.24 N TW 484.67 -- ----- ---- --- ----- - - _ FL TO 476.75 O TF 477.33 _. Z _ �.5% _ _ E 137.�v7 .. .. -s - -� -2- -- m o �n r^o, .� \ \ � 4j6.08 TOG 476.83 3 FS TW 483.33 3 ___� �- F057�.. �.. 3.._ - I dd.� i \ e 8 INV 474.91 7 "a p T -- - -- --- - TW 482.67 `^ I r 477 70 M 6. %, LOT ___ a TF 476.00 .. d I a 4s4 \ e /i/ o PLA 1W 483.33 7 m n _ TF 476.00 N ^ m '� / >> ' O , .m I' -- y6 ' 479.27 91 ur FL-HP / 4 O 9 479.37 N 4 TF 476.00 A� ,ri'P m 476.20 c!,o U y 33 2 ,'j>7 2 FS FS FF 479.57 TW 484.67 476.5 rd - 4 I ,n ,ori r 1 r L=95.00. / O _ , --- n m L-90.00' FL-H o // 7� FG dd 5=1.00% 6 r ad' o °o- S=1.28% 6 i/' /o/k - - / I - I.. / E 47$.9 TF 478.00 Toz I I o z o i/ ro 7°.' i T IT, CHIMNEY 5 n 7.075 2O m 7 �� 'i/ 4JB2? FS 824 GF '� /°' k 11 6 S=100% 479.37 47860 x: ^ 476.97 476.84 0 10 /, A$ 3 8.35 4>6,^'/ a o�' I� 479.37 FL-- ro} w FS m 20.5UE m. q> m p° p HP TOG 478 0 m of w n .. �il < 3 O,i' 7$ B 34 s 3 712' 48 li I F4,L BHP II INV 475.230 5 m o lir E a-' LOT 100 r T �f 25 a `. t7 ., 4 3 /l C °' Z II 5 478.00 479.25 479:13 2 N I iO ? PLAN IXC7 a r :m' )� O0 ,. F jB ��475.63 * -•� i r 1% w m 4 4> 3 4 e N FF 477.17 m < 1Q ,(/- -H " o! I r I ./ -4J > 8N / / % 3 FL-:Rp .. EX. BLOCK PE 478.5 476.43 , 8 62X . rn' d d , 8,q 4> 71y {79.13 WALL 3 476.82 FS -i a o !" q> > /. )F 4Bq FL-HP 2 47ss7 Fs I r I' w aaa.00 i1i °° I U o o I TF ` FC �� fD 478.40 L '2X. m r ('. 10 Ia, o� TF 476.67 i 4 2 i� 4>>46J 4Jg FL-HP 4 roo' ,� L07 73 5:2 % d m 5 TOG 477.30 40" J83 33 9 x" a7ss7 r „M4 77 ^� d®4 80 m d tiE dr INV 475.97 1 , (�®4 PC O PE (488.2) 476.97 FS m N �M d I 4jB p( 8 _ /1 00•` `4 PE (4d �,8) z m d �, ��a B i o �u TW 484.00 ,> FF A^r 5( } /: pE (404,0 2:7 T //\\j roc 079.70 41 p7 476.89 m r r < d rr F 478.00 _,ak qj 4e 6.S / M AyA, e INV 476.27 5 _ e S 70G 478.00 m a 99 2x FS I -0 � d I, a u TF' 474.00 '0 46 48' 4j C pE Qs aB' / 47 0 478. B r 30' o n• y d o w �- 8q> H/,{rN� ¢j80j q /.y % � 10 .5 y 476.97 n r W LL m ,/O' S TOG 4 HP INV 476.67 41 `- I FS 23.52' e r X I ^ �i �q >8.0pSX 3 478.10 H d d d of FL-HP °' w I 2.5' FG 47@.9 Q'?X FL-HP Ft' 484.67 1 �F --- _ o> TW 482.87 I 478.0 01' /{ S �� 1° 0�5X 478.0 i o y� 475.33 3 �e L=97.00'0 FG 49. - 47820 N CHIMNEY 4 5=1.40% m 7{y g 93 0'� 7 F 476.5 ____ '� �7_ O°, (//� a 7Ty 89.73' "�$ HP -------.-----� :- .------.-_%. .. 1 v W 4g4.° O �( / ` 484.67 .. S TW 483.33 1:0 12 6` % m d IF 4;' 0 o0 �6$� 57�� q>% 6 %; //72' �.A rF 479.00 d®4 FG 478.9 TF 475.33 TW 482.67 3 > Jh' 7 40 c TW 492.67 d d d °0 V 4 TF 475.33 F 476.5 a s I a s J P 4Bq 60> o' P 2 LOT 9®9 TF 475.33 j u� 4>6, °O 477.70 h N' (484.0 2:1 MAX W 484.67 4JB. 8> FL-HP TF 478.00 PE (4015.4) ° 10 Ft g8 a. NOTE TO CONTRACTOR- QUANTITY ESTIMATE - MATCHLINE - SEE SHEYE x r F°4>q0p MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE N n 4> 2S 3 �,� r.. PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY - CONSTRUCTION NOTES QUANTITY ESTIMATE s, TC 66> sV { 3 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE Q �- 4j 4B HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT 3 FOR PERMIT PURPOSES ONLY BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME CONSTRUCT 4' THICK P.C.C. DRIVEWAY 5,228 SF OF CONSTRUCTION. ��._� � 8254 F>80 Tp, d O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 7,718 SF \ �q r oma 4js6� rF 484.Oo NOTE REGARDING GRADES- 0 4?6,'S U O CONSTRUCT 6".8'x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 2,355 LF \s\ \� s%q 6,�0 70 6> UNLESS OTHERWISE STATED: w FINISHED GRADE AROUND BUILDINGS = PE 1st SUBSTITUTE MYLAR 4O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEEP N0. 1 16 EA \ \ \\ OxT�'/nT- T?k.470 F4 Zss 6> C > O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 17 EA s\ ��(,TC 4�38'0p 77Rµ. q> 70� ,q1 QP0E88/ON THIS MYLAR IS IDENTICAL TO THE Q,O%ESB/ O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,710 LF / \ Bq 4j?6j ° Q`� p, DEL 4�F MYLAR APPROVED BY THE CIN C�e DEQ c �� hr0 F{ Oto ./• ENGINEER ON 11/07/19. EXCEPT FOR �Q �� 147 (c D i g� A l e r t D 5 9 V THE REVISIONS NOTED HEREON.63'J o 0 7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 16 EA �, m a 99 = SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE ¢ 043880 s w > 043880 m i 8 Exp. 6-30-21 Exp. 6-30-21 m DIAL TOLL FREE O DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 640 SF Q I o CONSTRUCT 8%8"x16" PRECISION BLOCK COMBINATION GARDEN / ) I 0' 20' 40' 60' 80' 1-800-227-2600 O RETAINING WALL PER SEPARATE PERMIT 110 LF N'A 01 y 1 V �P dj C t y 1 V © Copyright 2020 1/40 ts AT LEAST TWO DAYS 10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 42 LF MSA Consulting, Inc. V F OF CAU1F0 SCALE 1 "-20' Vic OF 14027 BEFORE YOU DIG - -' -' --" All Rights Reserved 0 R� - JULIAN A. DE LA TDRRE CAU d m BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA o No. REVISIONS APPROVED DATE QA MARK INDIO BM e99 ELEV. 499.71 SMS CITY OF LA QUINTA, CALIFORNIA SHEET MSA 1 1 INC. LOCATION / 43880 DRAWN BY v o ADDED RETAINING WALL AROUND UTUMES LOT 94 RELOCATED RETURN WALL AND R.R SPIKE IM P P AT NORTHWEST COR. AVE. 50 AND SIGNATURE C TRACT NO. 32879 - GRIFFIN RANCH < >PLANNING> CIVIL ENGINEERING>LAND SURVEYING MONROE STREEE (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS PHASE 10 -PRECISE GRADING PLAN OF OF 0 REV. GRADING ON LOT 95 REVISED SIDE YARD DRAINAGE AND GRADING ON LOT 91 34200 Rob Hope Drive, Rancho Mirage. CA 92270 POSITIVE ELEVATIONS). BR AN MCKINNEV DATE 760.320.9611 msaconsultinginccom ) R.C.E. 43880 EXPIRES 6/30/21 !-�,�, CHECKED BY CIN ENGINEER LOTS 91-95 AND 98-100 I JAB R.C.E. 49418 EXPIRES 09/30/22 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS loY rc OIO;Lo - 0009 MATCHLINE SEE SHEET 2 NtlC9�tlIVW%IP�IINhiIP'IIiNIPI�JIn�iII 9111 �Pry1.•7a ��.ti�.°�:� _.-_ ___ -.. � _..: .'-::. ~t;%n� .. P. �. <.. -•. ,•'..5..v ,.. , ... - TW 484.67 [�®T 97 TW 484.67 LOT 98 TF 477.33 TW 484.00 LOT 82 TW 484.67 FG 478.0 B TW 464.67 6qL (��D°�) TW 486.00 PE (47B°6) 3 I I TN 478.67 PE (478°8) F 477.33 TF 476.67 TF 476.67 TF 478.67 120.00' -- - FG 478.fi TRW 478.67 TW 484.00 TW 44 TF 478.00 TF 476.67 TF 476.67 TF 4 tINV475 126.0T477.7FG b o Lq o TW 484.67 2:1 MAX 477.4 478.0 3 125.75 m no TRW 478.67 _ 0 0�% FG FG per%_ _ 89.000 6 0 o- = r h o m I m TF 4 .. �477.67 F .. -N to / - �7.70 x =1.00% - . x oD - 0 6.67% a n o 477.476 67 477.10 ,c IG m n °4 '? '� a� + n FG FL -HP 4 FL -HP 0 d. n n w n m n + a FSB TW 48 .00 ®4 755 LOT 98 �' r -- r a o cO TW 483.33 5 a TF 476.67 a a o r 478.39 PE (4D9°6) N T PLAN 3C 4% w r r v I TF 476.67 47 .s7 47a.47 2 Fs 2 7.1 u7h r FF 478.37 -- 1 roc 476.80 �C Fs I r INV 47547 "! N• ! 1L ti1 ORTEGA �� DATE LOT 83 CTING BUILDING OFFICIAL / 484.00 TW 484.67 CITY OF LA QUINTA 477.33 F 478.00 PE 6677.2) L®4 a _...._ T6 ._._. -- ___...._ TCE 2:1 MAX TOP -v��- __ ° 478.0 478.9 95.00' •2 3 FG FG F6 TW 484.67 77.33 N 7.33 478 6p TF 478.00 P ? i 4, 9.?9 y FS 2 y " � PUN 3C 3 of 478.17 PE 477.747e.o4 1 ° �j 7.87 li 477.87 TOG 476.80 i� ! INV 476.07 5 478.47 i . i 47 o FS 47 2 I 20.5 10 3 CHIMNEY FS FS 5 INV 475.47 i' 3 FS 5 TOG 477.40 !� / TOG 8 37 g v 8 30.76' 4D PUE 0" 5' 1 INV 476.07 g477 •3p g• 47 10 o x o l LOT 95 A T A LOT 93 6.g 37 a i 39.3T 1: > 5 FS M TW 486.00 a7s.n 2% ess% TW 483.33 PLAN 1A U. PLAN 2XC �// 17g c 47 c m TF 47as7 4477= 85 477 go° FS 478.17 ; £> 3 FF 478.07 ® T FF 478.67 3 0 / s' L 2 7 s 9 TF 476:67 U. ! 5' 1.35 O %° NV q> 3 m ! Bi �% 477.40 FS �--- FS ry m 8.5' i s ! /� 8 f FL -HP 1 1� 477.92 3 I } I L� n PE 477.4 L=1o2.00' PE 478.0 T, F 4N A 10 FS C4i o n TW 483.33 , 477.10 4 0 6 5=1.25% 5=1.00% 6 A o J /J 79.5 L 18 / 2 2 m FG 477.4 FL -HP TW 4843 478.17 �� �__._._.__ - v I r TF 476.67 i FS L=102.OD' 6 is I CHIMNEY o / A 478 S�7.O2 0 0 6 / 477.33 L CHIMNEY r 9 jm [,, FS �o �- I �i 2 S=1.00% II rn 478,1.7 CHIMNEY dn. LL v a I 1 I I N , ` 477.74 T, 06 477:83 co N � I 47g F$ 478.04 -'-'- w rn I �j ,.-: FS OF 1 1. 477.83 FS FS FS8.47 �/ /0 4 3 ® / 0 v w o FS 7 1. TOG 477.10 FS 7 I I TW 481.25 t477.72 � �! 2 4 ._ 47g,3 / n 5 TW 484.00 UN sc a a`I I TF 476.2 , 24 r �o FS 7 N /ro NV 475.77 3 F 476.67 1 % w w 7,2T�% r dui 477.70 4 Cf. • ' ac . i 38'` •�"` n° 3 L=95.00' io 477.40 -X On • ` ° ' o r r m ;'n b\. a 8�FL-HP < A 2 - �`+ I : / a. y ? 5=1.40% 6 A n n 7;15%. Taal ro 1< l�TW 484.00 �o+ i Z q7g 9 FL HP v o ¢i 1 s F 47 67 3 47 FS 23 477.7 p r 1 I L 90.00' 477.33 F g•73 co 1 a •U �1 5 - 478.31 478.23, . S 47 / FG a O 4 477.1 - ' w S 1 27% FS � l ail F g.03 o ___TF 476 00 I a 1 FG 478.0 �! FS FS q7 Y 7K, S TW 484.00 --- ---------------------- -- ---- o o 9 4 TW 484.67 i- F- -� F - I1 GF 477.51 ,: 477.70 21 4� 4, 478.60 TF 476.00 l�5% 126.5� 3�9% �I TW 481.25: TF 476.67 GF 478.12 477.85 FL -HP j �jhry $ > TF 477. 3 • ��a ' � s� 0 FL -HP 4 0.5 8% TF 476.75 %�� i FS Fn 477.1 - a-_ __ E_- -- ----- ___ I It E°. 478 73 /d�° - FG -- - 476.80 m m N.ti TW 484.00 m n o / 111 F is /� a TOG 476.50 --- TW 483.33 n m m rn 1 1 FG 477.5 N 1 I0 0� F 48q i INV 475:17 5 A 3 FL -HP 477.33 M� TW 484.00 TF 67A GP 2 TF 476.00 a r I 1 TF 476.67 Iy 478. N 47g 0 FS o I r r r f 4. 2 FG 478.0 1 q7 3 iv 3' r a a a � i E€ 477.70 TF 4/ 6.67 1 47 >.33 t4 0 32. m ® FLU -HP 0. % i 8 6 L=99.00' 6 .'.• a N oZ� 5 6934' m°'° a� c3 c°w o �i -�.. - '_y I FL H6 �' N in N i 5=1.03% r $ - m, TW 484.67 0� TOG 475.83 A ui r +f- ' TW 484.67 '8•>p TF 478.00 j 477.57`.. a 7 TC -476.0 t; w 3 4 47478.0 L®� �4 FS 5 ''I r NV 4 4.3 TC 76.04 TC 476.15 17.93' 74.30 o 50.01' 23.58?/ C GB TF Q Lv g r3 iJ FG 477.57 se C 475.83 G �� FS ,n 0, 20• . - 1 /� t/ x , TC .3 0 477.49 s u 5 TA 9 ,-_/ :„.2 ? UE _ --.- _ TC 476.21.�5� 477.82478.9 FS 2 476.80 1 rn M - - I _. "--� TOG 476.26 'i 8 TC 476.63- 7 TOG �476.82 syA FS °�'�b° - ?>o ' FG V 7. - TC 476.46 4 FL -HP 474.45 L 475.83 4 LOT 99 M � � 1 _--_ " 477.57 1` +0 J TC 476. NV 47 OG 6. 0 FS 476.43 7 u' �. 3 PLAN 2C •a 1W 483.33 a d',- a 11 7 T G 476.86. B N FL-HP77.77 �476.80 FPEIF 4477.1 FS Z 477.41E 476.93 3 0 8' a 7 -__.-...._'- `tx �l 6.15HgNT r - L 475.93 V 4 FL3GB ¢ 'p S X� a 12365, ° FS :. 25,0 ° O 1 TC 475.70 - - - 4W l 476.25 V J� a 478 LS # q 4 g8 TW 484.67 B B ILF/ 0.919 Q 1 FL 76.44 8 1rh." I �• CHIMNEY----�-M .. �� . _� ' _ _--._.-474.75 l // O "' % .�.__. _ FG 478.0 2 477.57 9 2% . y. 5.49% o I 1 t ` L 476.54 �� INV 4768.30 0 2% F TF 477.33 5 v FS Q 83.P3 TOG 477.05 9 477.57 PUN c 475:04' -� O� �p 7 INV 475.1 L�4.4 °_�- -----;-- --- FS 477.44 3 N F$ ' 36 4:26 M 7 m I `� r . SOy TC i2+p TC 47 ---- - 478.60 - �- _' - i I 3g m FT w 4g 1 476. 7 TpG 20' FL -HP 4 7 O N u� ` G 4. ` 3q 47 5=94.Op' A� FS 4 °? o n r cy r 1 TF q>> p0 �� TOG 4756.72 TOG 477 N L=117.00' M� a nr 4 S Tp w _..^ 1 ®® =1.497 N > \ B 8 4 7 F V 476 $8 n 2 478 ® 18'\ I 6 n n o a m n r r Y 6; B> 476.3 '-�., n II 5=1.19% ry a m x a a ;� w •TW°'-483 33 . a s y 20 TOG 476.50 5 n cn `no w a0 0 %G 477. 4 26% r o �' 3 �,�/ \ TC 476 FL 47g,27 _ INV 475.17 n a w a a w }��� TF 476 OQ ' '� o z n./ S.5 FS 47 FL \FG478.58.77 TC 477. tw ----------- ------ -- - ---- ---------- --- - --- - TW 484.67 low .� \ � � 476.0 TC 476.75 TF 477.33 .5% 37. 7 2 _ r o Q "/ 8 TOG 476.7 0.5% 3.�.. a mew 8 V 475.2 --' TW 483.33 3 - - ---� ..- - --= - ---- --- N o- 5 1 a a a TIN ! IN P TF 476.00 Rim - TW 482.67 r 1 oLL 4 477.70 / F 48q \ o o FL -HP 4 0 �_----'-'�� TF 476.00 t ,ri � _ / >� 0 •ro' 3 E TW 483.33 A J m n a r ° TF 476.0 ul n 476.20 476.5 r, n L-90.00' FL HP r L=95.00' ` FG oZ ao S=1.00% 6 4 N o 'U ~ 6 o S=1.28% o I y r o 5 " • .7:07720' m 7 'i + 476.97 476.84 10' / FS 823 4>8, FS 824 G'c I "i of 4 < o FS FS ,n 20 5 pUE o" 4j m pp I `qi' a =r r V to 0- LOT 100 to a 3 of 4 as 3 �V 1' TW 484.00 i ' � 4 PLAN iXC ,% 1 r o°� 4F4j1433p Jr TF 477.33 476.20 ; . FF 477.17 " ::�, t� �1 ,�; ° icy)/ F<?>p l FL -HP it ` ? 4 is 4 hp y PE 476.5 476.43 862%,� ' a a / F 4> F>87 TIN 3 B 2 4FS76.82 FS 546.97 toa U dU -. 1oi �o 4 >> P%CJ;{4�T1F4 4 q LOT m LC .� c 4Fs o77930P 5.2 �7 roOe 4107 476.89 m r r I "� 99, f---• F I o d- a l i0 46 48' 30. 2% e a v o r >8 q GNi y 4% ej v� o _ no S > N 8 m r „n 476.97 n r 4 0 4 ° .: n 476.20 rn FS 23.52' IIn r ad a a dG 1 a s a ° FL -HP o Co i f 11 c� 478.0 /. o \ O z TF 4 5:33 3 L=97.00' 6 I I i FG 49 p1 �\9 7p a 476.5 CHIMNEY a S=1 a0%�� ---- ,;, 1 I'r S�73pp' / ------- ----------------- ------------- FG 5 � 1 0� 12�8' 2% 009, 6 .87 479.07 0� w 479.24 c1 g 7 PUN ac e LOT 91 gb90 a �:•2 479.27 .Z% 479.37 PLAN 4COo Fs FF 479.57 1 PE 478.9 CHIMNEY �\ 479 37 478.60 FS 479.37 I FL -HP 3 '1• cc 0 'f 3 \\�� L-/\ 479.13 \ �` 478.60 4?Q 6 L=142.00' 77p FL -HP 4 AD' S-1.12% 62. TOG 478.20 5 INV 476.8 tQe BLOCK EX. BLOCK WALL a N BLOCK I FLORES DATE NING MANAGER OF LA QUINTA TW 483.33 5.33 " rr °� 7H�G Q o f �� ¢ �� (�d Top TW 484.67 > rT o®p TF 475.33 TW 482.67 3 TW 482.67 a,� 'i q> qp / o • � `-'�-` E-__-` �� TF 475.33 FG 476.5 �a ' \ �, y � G> ry --�°�! 2' 1 MA TF 478.00 LOT 101 TF 475.33 r o z V� 4j8. FL -HP � . o N � TOE X PCB (1676.1 b) a ���Fc 9 0� 1 i ,�it NOTE TO CONTRACTOR- QUANTITY ESTIMATE �, Tc 4>j•Op MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE MATCHLINE SEE SHEET 4 A' 4j88� 3 h 3 PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY TC aN' ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE ' IrkHIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT �"•,,, , S >> • 0 / BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME CONSTRUCTION NOTES QUANTITY ESTIMATEI..I, 4j47 TF q�33 f OF CONSTRUCTION. FOR PERMIT PURPOSES ONLY 62 .S 8 O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 5,22E SF .\ , 4gRk NOTE REGARDING GRADES O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 7,718 SF / f/ S�A _4j3>8s0 UNLESS OTHERWISE STATED: / / R O FINISHED GRADE AROUND BUILDINGS = PE O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 2,355 LF \ R c Tp O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 16 EA QPOFESS lO,y O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 17 EA \ \ �W� @� p, DE INSTALL 4PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,710 LF 4 T O6 " p 0 Dig j Alert W C43880 m O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 16 EA Exp 6-30-21 m DIAL TOLL FREE 8 SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE 0' 20' 40' 60' 80' O DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 640 SF s Q 1-800-227-2600 O CONSTRUCT 8°x8"x16" PRECISION BLOCK COMBINATION GARDEN / © Copyright 2019 AT LEAST TWO DAYS RETAINING WALL PER SEPARATE PERMIT 110 LF MSA Consulting, Inc. OF CA0FO SCALE 1 "=20' BEFORE YOU DIG All Rights Reserved 0 R BENCH INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MSA � INC. MARK SMS CITY OF LA QUINTA, CALIFORNIA a388o 3 P LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE(M- DRAWN BY G TRACT NO. 32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00- ADDED TO MAINTAIN DATE SMS lI-�-I / OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. 3 DE LA TORRE B AN MCKINNEY DATE PHASE 10 -PRECISE GRADING PLAN 4 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY CITY ENGINEER LOTS 91-95 AND 98-100 760.320.9811 msaconsultinginccom �I�s�tg JAB R.C.E. 49418 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 FAST, S.B.M. SHEETS SECTION B -B NOTE REGARDING WALL ELEVATIONS GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON THESE PLANS ARE NOT NECESSARILY IN BRICK INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. Dig Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG RETAINING WALL: 8"x8"06" PRECISION BLOCK GARDEN WALL 12" DRAINSTAR SUB -DRAIN CONTINUOUS — PER NER-569. FOLLOW MFG'S INSTALLATION RECOMENDATIONS. PROVIDE OUTLET AT LOW SECTION C -C "" TYPICAL GARDEN WALL / OFFSET RETAINING WALL DETAIL NTS PE ('676.9) 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 © Copyright 2020 MSA Consulting, Inc. All Rights Reserved mow" .._ PE cats) CONSTRUCTION NOTES PE (493"T) O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,965 SF MSA w( �� . ; �.,.. ��-� , PLANNING CIVIL ENGINEERI G> LANDSURVEYIN C 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginccom REARYARD WALL: O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 6"x8"x16" PRECISION 4 DESIGNED 8 sMs BLOCK GARDEN WALL T o CONSTRUCT 6"x8"06" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT VARIES 2' Mlt LF ADDED REAR YARD RETAINING WALL AND DETAIL ON LOTS 89 AND 90 J / m O4 a 14 EA m C 5O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 14 RETAINING WALL: 8"x8"06" PRECISION BLOCK GARDEN WALL 12" DRAINSTAR SUB -DRAIN CONTINUOUS — PER NER-569. FOLLOW MFG'S INSTALLATION RECOMENDATIONS. PROVIDE OUTLET AT LOW SECTION C -C "" TYPICAL GARDEN WALL / OFFSET RETAINING WALL DETAIL NTS PE ('676.9) 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 © Copyright 2020 MSA Consulting, Inc. All Rights Reserved mow" .._ PE cats) CONSTRUCTION NOTES PE (493"T) O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,965 SF MSA w( �� . ; �.,.. ��-� , PLANNING CIVIL ENGINEERI G> LANDSURVEYIN C 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginccom O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 7,541 SF DESIGNED 8 sMs APPROVED BY CITY OF LA GtUINTA 7 yf y - BR AN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 O CONSTRUCT 6"x8"06" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,072 LF ADDED REAR YARD RETAINING WALL AND DETAIL ON LOTS 89 AND 90 O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 14 EA vOESS/cw q Q� p. DE <q 5O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 14 EA o�F2 !� ' m CHECKED BY JAB w C43880 m O6 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 1,316 LF Exp. 5-30-21 bS 7 INSTALL BUBBLER SYSTEM (SPEE-D. BASIN) PER DETAIL ON SHEET NO. 1 14 EA CPA Q V QO9 CONSTRUCT 8"x8"06" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 200 LFI qTF OF CAS.\�OQ� m LOT 87 &O u - 01 • 0 • 8 SCALE 1 • UrY IL OF LAOFFICIAL QUINTA I DRITEGA DATE 'PLANOIFGLAMANAGER QUINTA DAT i i 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 11/07/19. EXCEPT FOR THE REVISIONS NOTED HEREON. A A�/ JULIAN A. DE LA TORRE q DE <q fo` w" C43880 m Cr Exp. 6-30-21 'O OF CA\.\FSI N0. REVISIONS APPROVED DATE MSA w( �� . ; �.,.. ��-� , PLANNING CIVIL ENGINEERI G> LANDSURVEYIN C 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginccom BENCH INDIO BM •99 MARK ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF _ SIGNATURE R.G.E. NO. 43880 DESIGNED 8 sMs APPROVED BY CITY OF LA GtUINTA 7 yf y - BR AN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA CALIFORNIA SHEET 4 OF 4 SHEETS 1 ADDED REAR YARD RETAINING WALL AND DETAIL ON LOTS 89 AND 90 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). DRAWN BY SMS TRACT NO. 32879 - GRIFFIN RANCH PHASE 10 - PRECISE GRADING PLAN LOTS 89, 90 AND 101-105 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST,?620,20-0008S.B.M. JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 DATE 'I `FI�I2� CHECKED BY JAB 2 3 s LOT �J }� q\ LO 11 8 67 \ PE l ►% I to 11019 MuLt /I -1 2d/ ORTEGA DA E CHERI FLORES DATE CTING BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA L07 21�q, PE a `r N 474.2 TW 484.67 0 4 F 477.33 B 3 TW 484.67 �- 1 pAPX �- p 6 > TF 478.00 pp 2' toE 5� 3.90 TW 484.00 2 1 MAX v TW 480.67 474.2 F�-NP 4'14 47 `\ �-04. \ TF 477.33 ao TF 473.33 TOE 0 5% S ._. Toe - - --- -- --- FOE --I -- fi *I �� 2 f 416. 0 474.8 .. .0 .. ..�--�� .. �. .. 47439 5jOV 4 7-- FG 474.50 47:8 F 1N \� 7B F P .. 20.88' 414.61 (30.0 6 LO BB Ll 475.27 i. FS Sl150%. PE (4 .2) 475.27 TOG 474.20 i� 1\ FS 10v q-i2.27 5 �,.Q� 89 39 \\\'�:e .:•.. FS 5 INV 472.87 i N PLpN 4.a? Eel Tj TOG 474.20 5 r �� ` wv 472.87 LOT 90 W I \ E 4 27.96' I PLAN 2XB A a.5 I: �`I A P NEv 4�4.33 SECTION B-B FF 475.47 5 iT GH\M �® 4j453 W AL GARDEN WALL REAR YARD DETAIL o'�; PE 474.8 L=,o,.00' s �; off`, 9i o0 6, Fs 90 EX. BLOCK .I CHIMNEY 5=1.50% � I 'w � g \-' 1 gip% 474. 475.9 \.. WALL (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) b �_ S= fS F \\ . 1 4 �- 1 N.T.S. ® I11J 3 ! x Ti 6 S=9 00% 474.93 I 3 ` F 4 67 N' �4 \\` \ NOTE REGARDING WALL ELEVATIONS o 475.27 44775.27 �� 475.13 4�333 ,Ro• GARDEN WALL AND GARDEN WALL/RETAINING WALL N G N W :I FS FS _ i�' .�I n 4j451 3Gf 4j432 `�+`�, •CN 4 HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE \ SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE _ o T 4 FL4HP SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF ��- >i,. \ 43 WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS 1 " m 3 1 = ca TW 480.67 I 474• ON THESE PLANS ARE NOT NECESSARILY IN BRICK F 473.33 473.90 FS 414.05 1 `'y /C\� INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE 475:03 475 11 y� I FL -HP j f Wp. 4�21$ FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. 474.50 FS FS 1W 0 p0 STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. j FL -HP 2 - GF 474.92 s Ij - q8 3 6 o 5q �I �, - yl m FG 47267 > . - v' ° 'O', "56' TW 480.67 cS 474:50 ° 1 Tf X \ 1 rn FG 474.4 _' n 473.9P i 0 1 N TF 473.33 TW 484.00 �1 TW 480.67 474.50 e ` - la TW 480.67 O 2�p 1 5 FG 478.0 I TF 473.33 0.5% FL -HP - t ro F 473.33 _ . �....�' '� 473.2p \\ G 474.0 ° TF 477.33 ..�_�. �.. 9._._ °-- N ..�.. ,�g s T 3 n o n\ \ 474.24 4 w 3 474.02 m M _� 4 3 q fs 6 �G 6,10 f 4�Z1 g Q Z s F174 o a FS °472.67 \ c c� \ ���jjj FFL GB W " N 80 2 2 ZG 4IF 73.64 TC 473.22 TC 473.09 TOG 473.54 ° TC 4i A8 TC 473.03 TOG 472.92 '7'" 402 4�2' �490' P TOG 473.05 S9 6 G T l \ 7 INV 471.91 no NV 471.30 7 ZG �G r \ \ -ll NV 471:55 7 3+p0 `\ �F Al1 DARK iTAR DRIVE+-- TW 482.67 FG 476.5 �� •, 'I ` rs s T _ - 11 +00 TNV 471.99 7 l� TC 473.12 2+ _s---' _ \t� 4 3G ZG •,/ 'CN 4026 TF 475.33 9 T C - „--- ..---- - -- - s--- -- S-_ S 7266 g 3 of 1 00 <�- T 473.78 TC 473.55 ! 4 3 �i o�• , p)O9A)A R3 7 INV 47Z51 TC 473.65(473.2p) ! TOG 473.14 INV 47TOG L37 7 TO C472787 0 7 INV 471.1 1g$ •apt p,�3'15 \� TC 474.1i6 TC 473. 4 TC 413.54 TC (473.2 p 7 INV 471:64 - a �+ ap •y50 \`\ ®® y 7 TOG 473.67 TC 473.37 TC 473.19 0.55% TC 472.98 TC 472.809 nY TC 473.88 0.55% . 1+ ✓r cT 4 7s,o F Aa /¢�• 7 rc 474.01 - -- - ._ TO 474.19 INV 472.17 y G,n 9 0 INV 472.69 4 n(\j FL_' .� ) p - - TC 474.08 J - 9.56 23.93' 9500' . y 45.24' a O----.•r�p4 6` 2 I TW 478.65 3 / S R • ry .. d .. , 4i '�- • ' . i.: �`°.<° ` TF 474.15 °- -cov • • ao - : i }in. ..' m t \1\ 'S91 q F \\11 c0 Q® mw >6 28 m � �- EL' I 4� C `q O P 33(67.) 116� I \: 1GE �c �% o�, O. of; z o P• i � R / •ry.. 2 . .. ,.�-- - TW 481.33 I�A I ° 1 I.I I .\ �°�� 7fi21y x8 T G R TS Es G °, I 1 FG 475.3 r 10' i o L' " a�\ 6 V p•� aj ? ,;' I �� -� _-' m TF 474.00 I 1 t4 -� z 1"' 474.10 rW 478.05 1 \ 00 \\ L=102.00' i 536> A,c--�<' r�r i I 475.00 GF ` `��' 3 GF 474.98 II TW 480.67 ° FS TF 473.55 II �II p� 412 ' ,a�\ ��6� �0`�° `\y. g 3 xj 6, 6�' v 14° I 4 FL -HP r GF 474.31 ° S a'\ 9 2 5� S=1.27%y Rj �a S R 7 474:96 475 27 2 3 TIN 480.67 FG 474.8 TW 480 00 \� F 0 ' y�S,,1 i v' i GF 475.41 I �� s FS 475 02 - n F 473.33 TF 473.33 FG 474.2 I , 10 y�'1fy a� T,r yR G I 475.77 z 9`T 4 FL -HP I I �� �. - I . I 15.93' I 475.20 I FS a.' ,- I 474.50 I TF 472.67 K 9 92 •Se I I FS 9 FS I I TF 474 l)0 3 �N I G 475.80 i np G8 S s>A �S B) I . z ° EC ; 475.69 i� i 475.14 iy m (F 0 a O GN\M 474.47 / ,�°�°T TA` _ FS ®I . �.I FS 475.27 475.14 I . I TW 450.67 3 474.52 TW 478.05 1� I� p'15 P ` 1 �P` �'y �0 / �T ®I FS FS r TF 473.33 O 1 4 I o f Aj 474.50 FS TF 473.55 E\ 1 G 1 EX. BLOCK 5' III I 4 I I 473.90 ^. I 1� p0 � N A� O 'I o' 1 S 9j it`��,9 ��. 3 I TW 481.33 3 475.62� � li ® FL -HP LOT 103 I� II 4 T Jr 96' p% QVP�1 Q 6 SKNJ 4 a� WALL TF 474.67 I I ® I. FL -HP 474.54 % J \,% 0 TSee 9S. e 75.00 4 Fs L=aB.Qo'; i ® s.83' PLAN 3C �- F� ?`3 42 ® o .I FS I: a, .\ 6 5� �C 'I •. St ^� FL -HP 475.64 �: • 5=1.36% II CHIMNEY FF 475.47 I �I :<2-.. L= p`j g4� °• 16 A°1' A *U / Z? FS �ry 5��11 10.33' N 474.67 5=1.11% tiger^ A^ L=as.ao' s 1 PE 474.8 A r.� A FS 473.90 - 2 .I 475.27 475.27 4 I \ 'O• -2^ - o `0 0 m �I S=1.10% 475.77 i o L=88.00' iI� o L-HP \y`' FO 4� FS a0, 0 �69 F,sS'> > 9 �� a I FS �� FS FS 6 s L=90.00' LOT 104 Q' \ G 2 4 6 OQ, ar 10' n 5=1.39% I:o S=1.00% J h• S 8 69 / d' I `rI ' 1 I ' `�' II PLAN iB _^ � � I I o °0 I A 475.27 iy �i ® FF 474.87 4 2 60 6g 2 A� s 3 s.s LOT 102 A I� N 3 �\ o p rS Ge i. I I L=88.00 1 FS I: O❑ 6.5' ,. �r �s PLAN 1XB � E I FF 475.97 CHIMNEY ;I �; 6 5=1.00% 475.27 II 11D PE 474.2 CHIMNEY--' TOG 474.70 PE 475.3 TOG 47470 iy �i 2 FS iy TOG 473.60 474.67 474.67 474.67 i (I 5 5 o- y) INV 473.37 5 INV 473.37 8'I : i CHIMNEY _ . TOG 474.20 i i I I \ . �= �,Z6 •5"S INV 472 27 FS FS FS v c/ 4s I 475.77 475.77 475.77 I I 475.27 - 5 I < l a -2% 'X INV 472.87 • FS FS FS FS---.'-i I .:N ,N�I• I' 3 2 474'x,• r N - E $ i TOG 474.20 474.99 5 p Op \ •.''475957 .. INV FS ,. r n . .. 4__ .. /FS4.47 00 0,6% ^ TOG 473.60 3 G 475.80 474.50 NV 472.27 TW 4 `7 5 475.57 - - 0.5 0. % ..� f 482' a i,+ 3 FL -HP n 3 .. / 0o FS ..�..�..�.. ..� �.. �.. �.. 4j58 %�iv 473.90 G 1 0.6% 0 n "� LOT 72 coTW 480.67 a FL -HP $ F� PE (4775.8) M FL HP q ,r 474 83 474 2 M EX L BLOCK N 52 36' _„460.00 0 60 6X LL TW 481.33 B 4a p0 Wt TF 474.00 EX. BLOCK .v_ 4R2' M ro 2 FG SF 4a0 TW 482.67 n+ v� 474.8 WALL FG ,64.99-- - toP-2'1 MAX _-_ 'iW 67 BTF 475.33 EX. 475.3 WALLBLOCK _ 472- FG 95.08 - TW 480.00 __-toE- i®O ZF 76.4 EX. BLOCK FG FG 95 08' - �'�`--- v - TF 472.67 ®1l� -_,,,,._.- _ --- MPX - - WALL �. .;. ,,, , -�- _ -. TW 450:67 - - TW 480.67 LOTS 110 476.4 �j F-G 100.95' OP 21_ MAX TIN 481.33 - TOP -- TW 481.33 k4OE v d�T 9�9 TF 474.00 TF 473.33 IF 473.33 PE (4D 3. �) B TW 482.67 ___-ToP 2;1 MAC( _ __-_-- TF 474.00 TW 481.33 B TF 475.33 TOE -_-- roe- TW 482.67 TW 482.67 LOT 112 TF 475.33 TF 4 4.oQ PE (4b'4.3) T 475.3 Ply (4D4.9) �B CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4° THICK P.C.C. DRIVEWAY 3;965 SF MSA CO TO CONTRACTOR QUANTITY ESTIMATE QPQFessioH MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 7,541 SF PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY 4( ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE O3 CONSTRUCT 6NEIN'l s" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,072 LF �Q`V a p. DE L4T 4(l HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT D I A I e r t BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 14 EA m m OF CONSTRUCTION. w C43880 m O DIAL TOLL FREE O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 14 EA Exp. 6-30-21 nc NOTE REGARDING GRADES- o' 20' 40' so' 80, 1 800-227-LVOO UNLESS OTHERWISE STATED: O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,316 LF sj C 1 b ��Qiiiillllllllm © Copyright 2019 1,-,Q AT LEAST TWO DAYS FINISHED GRADE AROUND BUILDINGS = PE MSA Consulting, Inc. O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 14 EA OF CA'\0 SCALE 1 "=20' BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUP ISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET N0. REVISIONS APPROVED DATE �w ip�"�'" MARK INDIO BM ss ELEV. 499.71 SMS CITY OF LA QUINTA, CALIFORNIA d .MSACONSULTING B q '. LOCATION 43880 DRAWN 8Y T > PLANNING > CIVIL ENGINEERING> LAND SURVEYING R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE ° TRACT NO. .32879 - GRIFFIN RANCH OF MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE D TE SMS //� PHASE 10 - PRECISE GRADING PLAN 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY BRYAN MCKINNEY DATE 760.320.9811 msaconsultingine-com IIIS �' CITY ENGINEER LOTS 88, 90 AND 101-105 JAB R.C.E. 49418 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS 5