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PG2019-0006CITY 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 or THE LA QUINTA BUILDING &SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY TRA C T MAP N0jw 32879 GRIFFIN RANCH 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 )DHAc6jE 9 BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. - 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 L 0 TS 161 GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN z Z S2 FF (SEE PLAN) COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. O g w 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE O n. o 00 PE (SEE PLAN) PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN F- -J z APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. Ci c) _ 9 ? 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS � _ o20 RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS wo 0 PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY < V o ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE w N FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. a `'0 `^ 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 EXTENDED FOOTING DETAIL SATURDAY 8:00 AM TO 5:00 PM NTS 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. — — — — — LO'I`" CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT "AH" LOT "AQ„ THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 288 287 288 WELL SITE THROUGHOUT THIS PLAN SET. 1 NOTE TO CONTRACTOR- QUANTITY ESTIMATE 285 / CANANERO CIRCLE 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 W 292 2 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 283 0 299 47 EARTHWORK ESTIMATE I 293 300 50 _ FOR PERMIT PURPOSES ONLY 1 282 0 298 DONALI @TREE' rIT TOTAL CUT (RAW): 300 C.Y. O TOTAL FILL (RAW): 300 C.Y. 4 < 294 � 301 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT j 281 287 V 51 48 3 FROM TRENCHING AND DETAILED GRADING. ti 302 NOTE TO CONTRACTOR- GEOTECHNICAL RECOMMENDATIONS 1 295 THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES 280 2961 52 45 A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE IV 303 FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD Q/AL+ CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 O WAY 4 UTILITIES 278 � 277 278 44 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 275 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 I 274 53 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 0) 1 267 258 5 GAS THE GAS COMPANY (800) 427-2200 259 _j 11 43 TELEPHONE VERIZON (800) 483-5000 8 280 < CABLE T.V. TIME WARNER (760) 340-1312 o MONARCj� 273 Ij USA UNDERGROUND SERVICE ALERT (800) 227-2600 258 S C/RC`E 54 0) NOTE TO CONTRACTOR- EXISTING UTILITIES 261 < 42 J THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF ' EET 3 < a AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA I 288 272 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 J UJ ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE lave 202 287 V 55 41 COMMENCING WORK. 254 V V 271 T- 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 0 101 _ a SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY -1 tL 283 THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN s 1 288 270 40 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 1 253 W < 58 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 284 285 V'j pY COMPLETION OF SAID WORK. 288 **%N ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA 252 CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IFA SRO CIRCLE�J NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. 1 251 NOTE TO CONTRACTOR- SITE CONDITIONS 1 250` 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. E EAST INV INVERT NJ NORTH L.F. LINEAL FEET NOTE TO CONTRACTOR- EXISTING SURVEY MONUMENTS S SOUTH LP LOW POINT THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE W WEST MAX. MAXIMUM EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR AC ASPHALT CONCRETE MIN. MINIMUM INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT BC BEGINNING OF CURVE MOC MID -POINT OF CURVE BCR BEGIN CURB RETURN NG NATURAL GROUND IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO BOC 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. EACH PVMT PAVEMENT ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING EC END OF CURVE R/W RIGHT OF WAY MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. ECR END CURB RETURN S.F. SQUARE FEET EP EDGE OF PAVEMENT S/W SIDEWALK TB TOP OF BERM NUISANCE WATER DISCLAIMER NOTE' EXMT Ex ST NGT 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 FLOWLINE 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 -169 AND 262 PUE 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 VICIP Uj AVENUE 51 � o�-- J Ln AVENUE 52 z O w AVENUE 53 w w w: V) AVENUE 54 w w w O N < w 0 Q' o En rn AVENUE OAR' zo a IITY MAP o AIRPORT BLVD a NTS Qo PRECISE GRADING LEGEND 10' R/W 20.5' TC (SEE PLAN) EX. AC EX. WEDGE PAVEMENT CURB 2% PROVED FOR PERMITTING MES WIATRAK DATE GILDING OFFICIAL 'Y OF LA QUINTA 20.5' EX. WEDGE 2-9^,.. CURB � EX. COMPACTED SUBGRADE TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS GARDEN WALL LOT "C" _ _ 6"x8"x16"PRECISION LET-"AK'� BLOCK 78 77 78 79 80 81 LOT "AR" WELL SITE } 3 _ HAFLINGER WAY a 21 � 97 88 82 83 84 ¢ 75 Ch v W < 22 ¢ 98 Q 85 93 921' 85 C 0 J 55 BOLA R LER AY 74 99 4 CHAIV;, OMIT ONE HAL FLOWLINE IN C T = 86 NECESSARY TO 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 TOP _ _� _ ___. INDICATES EXISTING TOP OF SLOPE --- - -- TOE - - -- - -- INDICATES EXISTING TOE OF SLOPE o-----------------------0 INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE yq 7 8 38 38 8 I 10 37 38 35 34 11 12 33 32 20 18 18 17 x 18 C 15 F- O LANNING & ZONING COMPLIANCE % I � 2 HERI FLORES DA E LANNING MANAGER ITY OF LA QUINTA R/W 10' PUE NCREMENTS DRAINAGE io d F BLOCK AT SWALE z AS PROVIDE EMERGENCY on 6" MIN `N FL WALL SEE PLAN � Q FOOTING 23 M 94 91 VJ OUTLET FOR YA OPENING WITH 2" MIN. COVER OVER 100 p 87 TOP OF FOOTING 73 TYPICAL SIDE YARD 90 WALL OPENING DETAIL 101 oggk 89 88 24 BTAq 72 102 103 DFtNE W 1 N � ROUND METAL GRATE PER LANDSCAPE 1 104 � > I ARCHITECT'S PLANS. 25 112 105 108 y I TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 ROUND GRATE OR APPROVED EQUAL. 111 <Z 0.5 1 p 5% MIN- At 110 108 107 113 Oq/�I�. \� IF REQUIRED\\ \ 28 71 < REDUCER \� PIPE RISER w Z 114 �i\\ m 115 �, PLASTIC ELBOW < \\ OR PLASTIC TEE 118 117//\ 118 29 27 124 3 70 123 122 121 C 120 119 28 125 128 WAR COURT 88 127 128 129 130 t98 68 135 134 131 67 133 132 137 MACWTH STREET 138 139 140 141 142 143 144 V 57 MERV GRIFFIN WAY 86 155 O 58 59 80 81 82 63 84 85 Q RECREATION / 233 179 150 RETENTION 215 154 153 152 LOT "AU.. 234 214 213 212 202 201 191 190 180 �► 178 ` UA < 157 STORM CAT COURT cA4 0 w 216 235 7 to 211 203 n 200 ' 192 189 181 fr 177 163 184 151 _j 3 10 217 219 A 218 5 < -�,� 0 158 t 3 J 236 \O A O O 150 140 < 230 210 204 199 193 0 188 182 176 159 182 165 W. 220 0 146 m O O < I 149 O 229 228 � � 231 227 205 14 198 '4 187 180 181 168 147 221 208 194 183 175 � 148 THUj�ER G�CH W GULCH WAY _ 225 •' 232 228 224 223 222 208 207 208 197 188 195 188 185 184 174 173 172 171 170 189 168 167 OA , v FEMA- INDEX MAP pFES8, THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Oiy,4� D I g iSafel Y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD Ltp A. WI HAZARD AREAS. 0 200 400' 600' 800' gQ Goy t FeQ9 c$f,C DIG ALERT DIAL TOLL FREE NOTE- PERMITS g � m I� c SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 w . 3-31 � 1-800-227-L60® SHALL BE REQUIRED FOR ALL WALLS. LS Exp. 3-31-19 INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 161-166 3 LOTS 167-169 AND 262 A 111 A 111 A 11 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC (SEE PLAN TC = TOG 1f % MIN- / 4 OR 6 PVC SDR QQ: INV 35 (1 % MIN) SEE PLAN N EMOVABLE GEOTEXTILE FABRIC %9q�Qg FOR EASIER CLEANING X�/\X,\\ .. 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN)(D NTS rM 2 2 S FF 2X MIN. 2` % MIN, GARAGE STOOP PATIO CONCRETE LANDINGS NTS AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING (P 0 �, BEFORE YOU DIG ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA O Copyright 2019 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION - l;. V Q� STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, MSA Consulting, Inc. 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AND COTD F OF CA,0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INCLUDING ALL ADDENDUMS. All Rights Reserved TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 DATUM). BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO REVISIONS APPROVED DATE MSA MARK INDIO BM �99 ELEV. 499.71 , 80375 SAW CITY OF LA QUINTA, CALIFORNIA 1 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 3 ,j7 OF MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW BR MCKINNEY DATE PHASE 9 -PRECISE GRADING PLAN 3 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31/19 CHECKED BY 760.320.9811 msaconsultinginc.com 3- 2� 1� CITY ENGINEER COVER SHEET 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 F64 2- oil - OOo(o & ZONING COMPLIANCE _ __ _ _ - -___ E 1 - s - - - s _� - - s s; _ s M�ADA_GASCAR WAY ` r 12+00 11 +00 14+� - - 13+00.� - - - - T- I r Ci`- / TOG 466.43 TOG 467.01 ( GB INV 464.93 7L 6.571 i LTIOG 466.92 in INV 465.51 7 TOG 467. 3in 7 TOG 468.14 .?�"_,.,,_(466,60 I V 465.42 0 I �:" _ INV 466.1 7 TC 467.74 N INV 466.62 TCat f7 ri , TOG 467.54iC 4f -�Ci.5/O(1 i 17 �_ ?C (46� 771f - INV 465.80 M ° 109.77' w I, 3 20.00 I - I P 105.28 w o : i b: TW 475.33 I d�- N 2 I : I TF 466.67 i 90� _ 2 Lo 3 b I: FS 468.53 b\ co -� -� N 9 b� j I .� 1 k tr ° 1:, 0.5% 467.65 1 FS 467.53 I 'to q p .� . 468.00 4 FL -GB i 00 2 i \ (2) 6 STEPS ITS I 1 o M FL -HP 1 LO' 1468.20 I : i ri TW 475.33 1: - I " 3 TW 475.33 i I i GF 468.48° a, 4 I I TF 466.67 I I GF 469.48° TF 468.67 / FL -HP TI I I TW 475.33 ' ' TI TW 474.67 3 I � ITS Tto 8.67 3 TF 467.33 468.87 I06I nj 469.87 I Z FS-GB 3 467.33 30.66'i - Ti FS8GB i� S-GB 4 F69HP LO rn� o z TW 474.67,. 2 R 468.97 I GF 468.90 I0� 469.97 I� I� o � o } 468.20 I 0 FS 468.97 1� 1 468.50 ° 1 ' FS 469.97 I r -+ 0 4 FL -HP I FS i Ti FL HP 4 o i FS ° I cL. w o 469.07 468.99 1T 4.8.04' I � � I- f! v00� I ° TW 474.671: I r'o co I v TF 467.33 I TW 475.33 Z FS FS 469.11 468.50 I - o0 00 0 : ITF 468.00 FL-HPv`°�. LL L=90.00' ii2.46a.03 L=92.00' b'. 2 S=1.26% I I. 2 0% i10' L=97.00' 468.97 --- 1 0 iS: 469.97S=1.00% : 20.5' 'FS=1.67%6 468:Z3: 10 0 FS a469;7.3. PU I OO 468.84 FS I : �i i� yl OO 469.84 I I >\ o ,tnn. 1 N I:� 0 001 FS 1 I �! o S o469.271 o LOT 166 ° I �: I ° LOT 164 I M I I a m FS9. 4 469.27 i o M i W w� I o I oI I PLAN 4A RT � cnco s s I� 9- PLAN 4B RT 2 ly ^° 10� LOT 165 FF 470.17 ; = 3 Imo' yl y 2 i 120.17' 10' oo 20.5 10' I FF 469.17 I� PUE ; PE 468.5 '° .. 41.1s' I. i PLAN 5A RT A ; 3 i A PE 469.5 ' �1 �.0% I� I CHIMNEY I : I I - _ 42.59 CHIMNEY �` I 3 II FF 469.47 L=107.00 6 I i 100.00' CHIMNEY) 2? 1 a I: I S=1.00% 6 469.97 I y1 458.97 46 .73 :: I : I L=107.00' PE 468.8 I� �I S=1.41 % FS 4s .73 5 TO 468.87 IW j 6 S=1.27% I II INV 467.54 PLq Q 3 I 5 TO 467.88 �I i� yi TOG 468.87 5 44.24' 1 v °, r m 1 IN 466.55 II I I INV 467.54 yr O " c- -- WI 5 TOG 467.88 B A - :I A N � INV 466.55 I TOG 46.87 I! B r0 TOG 468.20 B 5 INV 466.87 I ua ' INV 466.87 5 ^ = �- rt r \ 469.20 ; 0.5% I� ' j o 468.20 io TW 475.33 0 51 5� rn io N TW 475.33 FL -HP TF 468.00 e- E - .. �- .. .. - . .. .. .. TW 475.33 Q b 468.50 TF 468.00 N r .4 c� T 468 500 N 475.33 `" FL -HP TW 475.33 FG8 8 FG9.5 TF 468.00 FG8 5 FG8 8 TF 468.00 FG 5 V FG 144.83' 120.00' 120.48' r 134.94 120.00' 130.36 = +j 10) � 469.1 3 469.1 469.0 3 469.0 468.5 3 468.5 PO 0 +) � 10 "� 468.80 FG FG FG FG FG K? q 0 V I Q16 FG N 0.5% F�L-HP 0.5% 468.70to m J 0+ � �1 to (0 E- .. F- E- E-- <-- L� .. .. N 0.5� FL -HP 0.6% 0 0. ° 468.2 0.5% f �y! - TOG 468.50 ✓ . ' � - - 0 { 21.99, S INV 467.17 f rn Q Cr LU TOG 468.50 I � 20 17' TOG 467.90 5 M j I INV 467.17 5 B I; I TOG 468.40 5 B INV 466.57 B 45 TOG 467.90 i �'`� 20.5 10, I 13 : I INV 467.07 I INV 466.57 I o a Z c PUE T' 24.35'IT T' ISP I I I: _ 1 I 110' Or I- .110, I 0u- 'i� I L=121.00' LOT 162 A M� 1- A 1T ``~ 6 LOT 163 A I 1 A ao I 1F- j s=1.00% IT �; 6 L=105.00' PLAN 5A LT � iT3 T' LOT OT5B6 T PLAN 5C LT I s-1.00% I. I ; o I c� L=100.00' FF 469.77 L=1 10.00 ,� I FF 469.87 o Z I I 6 FF 469.17 �T S=1.04% 6 I° 1 I•-_ I I S=1.00% I. PE 469.1 I :� °T1 PE 469.0 ,T o TI PE 468.5 , • ° 10' 20.5' blo,® CHIMNEY �p b� I (� CHIMNEY LO_I- o :I OO CHIMNEY L=104.00' I i S_9918% 6 i, ��� S=1.37% 6 i.o PUE` 3 3 ' ' I 2 1 ' 468.97 468.97 I p TI 469.57 469.57 IT I 469.12 469.47 469.47 I 1 1� i 1 2 469.44 FS FS I - ;. TI FS 469.34 FS Fg 1T M 0 TI 2 468.84 FS I • t fo 1 469.22 FS - I N I 469.32 FS I "� I 468.52 FS ITi f + i FS a IT Lo M I FS b\. I° I FS o• I i TI b1 a I a ITb\ T1 468.82 I: e rn 469.42 i b� a ao a 2' "� T I . I I I N I q° N O 468.73 a 469.33 I o a 468:23 ° FS ° a • FS N I` 468.70 cv I O I N I a C7! 4 FS FS I 20 25 } I 468 � ° ° 19' v I TW 475.33 3 I I FL HP �I a FG 469.1 FL -HP ' I TF 468.00 g�.. 469.41 468.80 ; _ I 7TW 475.33 3 z 469.31 468.70 i : : i TW 474.67 3 m °a. v 468.81 468.20 Z o 469.37 469.29 FS FL -HP :I TF 468 0 _ • 469.27 469.19 FS I M i TF - -- 468.77 468.69 FS I r- r� I 3 FL -HP M 5 FL -HP U Ln t a v wa. FS FS 1 FS FS III I? to I a CN FS FS I n . I TW 475.33 I I ly �1 I� r 1? yo cy 468.80 �I _ TF 468.00 N I I v co I o m 4 FL -HP I t GF 469.20 TW 475.33 t I GF 469.10 GF 468.60 iO I ' i 8. TF 467.33 I I 1 FS8GB 46 93 I ��� FS-GB - �� yl 468.83 i� / a0 1 ' a0 TW 474.67 2 a "o TF 466.67 I II TW 475.33 t 1 -TW 475.33 I TW 474.67 ¢ I 8 TF 467.33 t I �° a 1 TF 467.33 i o: I a TF 466.67 i. o t 2 t I ° 468.20 467.86 1 N I io 467.70 4 467.39 N 46793 11 r` '� 4 I I o o; N FL -GB I w 4FL-HP FL -GB FL -HP 1 J F68HP 5%� FL-* B t- : i 's o a cu .. .. 0 I : I 1 N �--� --� .. .. 6 Y 4 TW 475.33 w 3 TW 475.33 I' I ° I o I �. .t I TF 467.33 v I TF 467.33 I 0_ I a o_ I c o i � •t t r� r 0.8 99.14' _ 8 83.00' W 4............. a75:53 114.36 ,,, J:____�w _____ , , F 467.E _.__ _ ? _ ° _ ` v_(4 -8t, TOG 466.65 7 TOG 467.88 TOG 467.31 _.. 7 t a INV 466.03 i _ 7 rr, C a66,B91. INV 465.15 fl INV 465.81 ;n ' _ -. (4- t3 . � .. " ` N J 6,' I p_ _� �_,_5.45 �.I'(?t i w. - - _ S S TOG 467- 4 .1 �r (4r, , 3 cn _ s __ _.. _wr12 - �. n_ s � �_I V 465.56 7 t - _ _ ___ _ _ --- - - _ -- 1 TO 468.13 4... TOG ' 467.84 _ 7 INV 465.96 ----` 13+00 �� 466.02 +00 - - - - 1 1 00 I --- $-- - -T--- NOR�HERN DANCER DRIVE I J... ,., ,,. W I Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG SCALE 1"=20' /P R __ � � 0.0:0 NO•I REVISIONS APPROVED I DATE © CoPyright 2019 MSA Consulting, Inc. All Rights Reserved MSA > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc_com JAMES WIATRAK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA P/L TW SEE PLAN SIDEYARD WALL: 8"x8"xl6" PRECISION BLOCK GARDEN WALL 3' MIN 2' 2' 3' MIN p Z w J � m io X w PAD ELEV FINISHED (HIGH SIDE) FLOOR PAD ELEV ° ° FINISHED -- FLOOR (LOW SIDE) -29, 10 0.3 $ MIN /\\ a \/\• ��//�\// \�\//\//\// a //\\i\ RETAINING WALL 0.3' /\\�/ REQUIRED IF \\ MIN a MORE THAN 12" i� � . SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) N.T.S. NOTE REGARDING WALL ELEVATIONS GARDEN WALL AND GARDEN WALL/RETAINING WALL REARYARD WALL: P/L HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE 6"x8"xl6" PRECISION SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE BLOCK GARDEN WALL SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS o VARIES 2' MIN. ON THESE PLANS ARE NOT NECESSARILY IN BRICK m INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. a STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. Em. FINISHED �0 2' FLOOR BENI a PAD ELEV a 2Tp - ' MIN VARIES \ \ SECTION B-B 1"ARDEN WALL REAR YARD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) N.T.S. vOESS/ONq 40� _00 Fyn G0,,\' I-z49 w C80375 m cc Exp. 3-31-19 qTF OF CAL\1'�Q� 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 MARK / 80375 SAW LOCATION R.R SPIKE IM P/ AT NORTHWEST COR. AVE. 50 AND _ SIGNATURE _ w DRAWN BYgtoto,� ' 4'�Y�% - MONROE STREET. NVGD 29, 500.00' ADDED TO MAINTAIN ( SCOTT A. WIEBORG DATE SAW "�� �/ POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31/19 CHECKED BY BRY N MCKINNEY DATE 3 � NEER EN9118 ` JAB RITY C.E EXPIRES 09/30/20 PAD ELEV (SEE PLAN) CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,537 S.F. O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 6,262 S.F. O3 CONSTRUCT 6"x8%16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,734 L.F. O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 12 EA. O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 12 EA. O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,232 L.F. O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 12 EA. 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 CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH PHASE 9 - PRECISE GRADING PLAN LOTS 161-166 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M SHEET 2 OF 3 SHEETS THUNDER GULCH WAY 31+00 32+00 I 33+00 46 INV 4 6 s- s 0 TOGF-*O s 0 INV 466.48 \1J .60) M/7\li C (468,23) Lq TOG 468.02 TOG 468.25/.7\ 7 INV 466.75 \LJ INV 466.52 SO (�D SD SO __JL "o TOG 467.43 [INV 4-65.93 \-�J 14 C-4 2 TOG 466*91 tf TC. 6 7 ON INV 465.42 s ..... L ... T7.47 0 7 107.91' �7: 100.94' .0 8.83 1 F, Uj =:0 3 04 8 D L=7 LO TW 476.50 rr IL TF 467.17 T --FS- 47-0-07 FS �469.07 ::c� 6F'-'410.+& (2) 6" STEPS FS 469.69 04 < Cq Ts- 468.69 0 U- q46.`77, -4 470.70 ri FL -HP 00 U-), rj��R� Lo �10, I . ." - STEPS FL -GB OQ TW 476.70 1 6:1 (2) 6 m r- 'FS-GB (P FG 470.7 I` TW 476.50 470.79 . m \'-� 476.50 oD r, TF 469.37 TW 47 ct:) U'- GF 470.82 TW 4ZL.70/-,\ FS-GBN' Tj TF 467.17 k 6.80 C�3)1 FG 470 8 L= 16 0 r-I TF 469.3 TF 470.13 TW 476.80��, TF 470.13 471.17 to CD' -0 470.20 FS 4 Ln 470.81 C-1 TW 476.50 F HP :;- 1 4 777 F 6B L TW 476.50 TF 467 . 1 7 . �I47�0$ FS FL P 470.97 csf S to TF 467. U- 470.97 17 471.01 21.82' FS 7 FS 471.03 FS 474 11 470.97 GF 470.43 469.83 471-o M . o4 F - CHIMNEY ---GB /FS FS L= 123.00' n FS 4 .40 /-,\TW 476.50e 0.5% GF 470.10 471.17 4 S=1.74% F HP TF 469.17 FS 1 II L= 103.00' 470.23 470.97 L=96.00' 471.17 S=1.98% �2PO 470.27 i.Ln 470.19 /FS 476.00 -C� 8 S=2.1 0% FS FS q (DVN-0HP 469.70 FS -W 7 � 4 0 04 FL_ P 471.17 XDITF 468.67 i�i� Lo W Z 470.31 FS '0 470.71,,- FS \_469-7( FS LOT 169 1110, '0 1 34.9' FS -J, -3.. ji (DaFL-HP 168 470.66-/ PLAN 6B RT A- 4� 470.34 !&0 :4 CHIMNEY ! rco; LOT FS A A PLAN 7B LT g;T C> 4 -0 FF 471.37 470.46 Fs 470.43 LC. �� - , q m - 470.71 470.971FF 471.17 FS 0 PE 470.7 : 1 ' I ­ ' FS L= 1 07.00'(�),_ ij FS . - 1 4 I tI PE 470.5 8.5' 470.23 PE (470.8) 471 17 -71 1 -7 S=2.1 0% 1 1 r 470.47 470.47 35+C s- -s- TW 476.00 Z FG 470.0 ,TF 469.33 fi zr �f -r . -�Ii m I: I FS FS CHIMNEY r3C2V I TOG 470.10 FS FS 470.84, 10. 17' INV 468.77 L F*1 N 1, 471.17 FS F* 5., 4 �G�a9 -r- C,4 7' CHIMNEY 470.89 .7 , I Ily _4 L7O. 9 7 L= 126.00' 6 L= 127.00' FS FS S=2.02% 2% S=2.097. EX. BLOCK TO�G469.�85/-� LOT 167 IJ TOG 470.10 V WALL 5 IN 468. 2 10,1: INV 468.77 A A PLAN 5ALT P,57. FF 470.67 3 �470.40 TOG 469.4/-,\ =-\TOG 469.40 1, FL -HP "INV 68.070 \fJ PE 470.0 5 INV 468.07 17> =-\TOG 469.85 I C 5 TW 7-/6.80) I INV 468.52 - -- --Jl TF (470�13) TW 476.70 TW 476.50 % TW 476 00 L 470.5 470.7 TF 469. 37 FG 470.20 TF 469.17 TF 469.33 Fr FG 470.7 -HP 0 / 0.5 0.5% FG 0 470.0 469.70/ 0 TOE TOE N C14 TOP TOP TOP 110.00, FG FL -HP 110.00, f EX. BLOCK -/ EX. BLOCK -/ EX. BLOCK-/ - I+ TF 470.50 WALL T T�M3 56� WALL C if- (4/C)L� C WALL C TF (46930) L> F -6r 0 - ) I- L> L> FINISHED FLOOR as 'PROVED FOR PERMITTING 7// ,MES WIATRAK DATE JILDING OFFICIAL TY OF LA QUINTA TV (SEE PLAN)\ EX. 5' VIEW -\, FENCE VARIES 2' MIN. 1Cr PAD ELEV 2Z 0.3' MIN TF P L TRW PLAN)i --EX. RETAINING WALL - EX. DRAINAGE CHANNEL jEX GOLF C6URSE > 5 < SECTION C-C REAR YARD DETAIL N.T.S. PLANNING & ZONING COMPLIANCE CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA - R;V 1;-,PF el B 01 20' 40' 60' 80, - 30 d01 dOL 4101 dO1 SCALE 1"=20' --,,489.7 115.73' 4891.7,Z Lz- FG \\-EX. BLOCK WALL FG FG 489.40 7W 496.80 -0 7 05% FL-H P�".. f TOG 5 4 INV 487.77 TOG 489.10(5-> INV 487.77 B<j "r. QUANT CONSTRUCTION NOTES ITY ESTIMATE -00 1 - . 11 j FOR PERMIT PURPOSES ONLY) A A 15.891T (D CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,223 S.F. N i � LOT 262 L= 105.00& EX. BLOCK WALL 2O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB WALK 4,406 S.F. S=1.26% LOT 2V L= 105. 00' PLAN 5A LT 0 10 CONSTRUCT 6"x8%16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 627 L.F. T -<D S= 1.00% .0 PE (690.8) FF 490.37 CHIMNEY 10' PE 489.7 To PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA. EX. BLOCK WALL INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA. 489.81 0490.17 490.17 0 I /FS FS FS A A INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 892 L.F. CD V) os 5910.01 r2: 7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA. CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 1 23 LF n -9 93 TW 49�6�13-� 489 489.40,/. - \, f -97 4 .47 _489 S �8 9 F FL -HP FS FS �9. �O 4 NOTE TO CONTRACTOR- QUANTITY ESTIMATE 490.01 FL -HP \-V FSIy MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE Al: TW 495. TF - �48&54495.88) PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY GF 489.80 TF 487.88:1 TF -) 7, �u 489.53 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE FS-GB 11 -1 . 7 � 17� - -n 1.0 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 1w 41F 81" 00 TW 495.88 OF CONSTRUCTION. 3 4q F 487.88 3 NOTE REGARDING GRADES 488.90 48855 1 4 �F L. �-H P FL-G*B. L--- UNLESS OTHERWISE STATED: -- FINISHED GRADE AROUND BUILDINGS = PE ( TW 495.883 jZ 3. 1, n� TF 487.88 / �D D IL 1115.73' 4,8795- 87,9�2 (487,92) ig, la� 4 7 INV 486-4� Q�p*-ESS/o* -w- w w - ... ... _W_ TOG 488.47 (-7--,, Lo INV --- - A. wle0o SEA HERO CIRCLE co Dig Alert 1 a C80375 m UJI OR 00 13+00 cc Exp. 31519 DIAL TOLL FREE 01 20' 40' 60' 80' 1� �0-� V N, 1-800-227-2600 06��- iiiiiiii i @ Copyright 2019 19�r AT LEAST TWO DAYS SCALE 1"=20' MSA Consulting, Inc. 161OF p,0 BEFORE YOU DIG All Rights Reserved NO. REVISIONS APPROVED DATE BENCH INDIO BM w99 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 MARK I SAW MSA LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE 80375 DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH 3 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING DATE SAW 3/Z-7/1 OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 MONROE STREET. (NVGD 29, 500.00- ADDED TO MAINTAIN SCOTT A. WIEBORG KINNEY .00- DATE PHASE 9 -PRECISE GRADING PLAN 760.320.9811 msaconsultinginccom POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31/19 9- CHECKED BY CITY ENGINEER LOTS 167-169 AND 262 3 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