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PG2019-0017FISSUED OF LA QUINTA GENERAL NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE ORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT TRA C T MA P NO. 32879 GRIFFIN RA NCH D BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADINGACTIVITY RELATED TO ELEVATIONS N ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY CTURE ON THAT PARTICULAR LOT. PARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR BLOCK WALLS SHOWN ON THIS PLAN.PLAN 1, FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH ASWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED PHASE 11 PRECISE GRADING PLAN BY SEPARATE PLANS AND PERMIT ISSUED BY Inc LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES 201�204 NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE LOTS 155�=_16_0_ AND 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 PORTIONS OF THE NORTH HALF OF SECTION 15, PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. APPROPRIATELY REGISTERED. CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9: ALL STREETS, PUBLIC. OR. PRIVATE, SHALL BE CLEANED DAILY R DIRT, MUD, AND DEBRIS DEPOSITS PREPARED RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS FOR - PLAN. ENGINEER.CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY LENNAR COMMUNITIES, INC. 10 CONTRACTOR �WIND FORTHIS PROJECT EROSION CONTROL MEASURES AS .REQUIRED BY THE FUGITVEEDU TCON ROL PLANAPPROVED 980 MONTECITO DRIVE, SUITE 302 11 CONSTRUCTION OCCUPANCY SHALLLEBETIONS AND PERFORMED ONLYENANCE DURNG TOE TIMEMENT ERIODSIASNONE FOLLLOWSHALF MILE OF HUMAN CORONA, CALIFORNIA 92879 19511 817-3663 ROVED FOR PERMITTING FFLORES k. i ORTEGA DATE ING BUILDING OFFICIAL OF LA QUINTA OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM 1­11 SATURDAY 8:00 AM To 5:00 PM TYPICAL STREET SECTION MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM (EXISTING PRIVATE STREET) NTS SATURDAY 8:00 AM TO 5:00 PM • • OT •B• GARDEN WALL LOT •C• LOT •C• 6"x8"xi6"PRECISION Q LOT B L WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. - - - - — LOT-•' CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT •AH• •AQ• 287 288 LOT THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 288 WELL SITE THROUGHOUT THIS PLAN SET. 1 285 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 / 201 290 289 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 J 2 1 OF CONSTRUCTION. 283 47 299 EARTHWORK ESTIMATE I U 293 300 so 1 FOR PERMIT PURPOSES ONLY O 298 DONALI STREET TOTAL CUT (RAW): 300 C.Y, r0 282 cc TOTAL FILL (RAW): 300 C.Y. 2 < 294 Cr 301 VICI THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT > 281 < 297 O 51 48 3 FROM TRENCHING AND DETAILED GRADING L_0T-'AKA - - - - BLOCK 4 3 ll/7/2ol a z so � < �0 � Q OUT ONE HALF BLOCK AT SWALE z FL BOLD RULER WAY 74 WALL FOOTING 55 � < /VT � FLOWLINE IN INCREMENTS AS � SEE PLAN N C� NECESSARY TO PROVIDE EMERGENCY N OUTLET FOR YARD DRAINAGE. 6" MIN. 18 23 100 C 94 97 OPENING WITH 2" MIN. COVER OVER 73 a0 87 TOP OF FOOTING . ° 0 302 90 TYPICAL SIDE YARD 4 295 WALL OPENING DETAIL NOTE TO CONTRACTOR- GEOTECHNICAL RECOMMENDATIONS 1 280 298 � PRECISE GRADING LEGEND 24 101 p�qk s g9 88 NTS THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES y„ 45 102 52 T'qq 1ND ROUND A PRELIMINARY RANGE OF 20% TO 257. FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE Q 303 - INDICATES CENTERLINE Q 17 1 72 103 DRIVE > METAL GRATE PER LANDSCAPE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD - G1AcO - - INDICATES RIGHT-OF-WAY 3 10¢ ¢I ARCHITECT'S PLANS. CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 MO VV" 4 ®- INDICATES EXISTING CURB AND GUTTER I C g" LANDSCAPE AREAS: LADS NO. 14 278 X 112 TOG SEE PLAN UTILITIES F- 277 278 44 '� ___-- INDICATES EXISTING WALL G 28 W 111 105 108 fnl 05--` ROUND TE OR APPROVED EQUAL. -.-- � -.-- -�-- -;, -�. --�- INDICATES EXISTING UTILITY LINE 4 " MIN. 0.5% MIN. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 w 275 W: WATER MAIN, S: SEWER MAIN, �- AR .qp 110 z w 1 274 18 q 109 w SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 Q 53 - - - -� — INDICATES CONSTRUCT GRADED SWALE At p 108 107 a ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 to 1 257 258 5 --- - --- --- INDICATES EXISTING TOP OF SLOPE u 71 113 A/VF Q REDUCER IF REQUIRED \ PIPE RISER GAS THE GAS COMPANY (800) 427-2200 259 p .{$ < 114 --- A/ w z Z I I --- nfl - ---- -- INDICATES EXISTING TOE OF SLOPE \\ 5 TELEPHONE VERIZON (800) 483-5000 O 260 < 115 i /i PLASTIC ELBOW y o----------------------� INDICATES PROPOSED STORM DRAIN /\ \ CABLE T.V. TIME WARNER (760) 340-1312 273 I m 118 %/\\ \\/ . OR PLASTIC TEE ¢ a USA UNDERGROUND SERVICE ALERT (800) 227-2600 258 MONARCHOS L,/RCkE 54 N INDICATES PROPOSED GARDEN BLOCK WALL C 15 117 118 ° INDICATES CONSTRUCT PCC CONCRETE < 27 124 a III NOTE TO CONTRACTOR- EXISTING UTILITIES 281 42 < 70 X III hI Kill THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF 1 208 < g 123 122 AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA 1 w 272 0 121 120 119 J CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 255 U w \ / LL ,NV SEE PLAN L ,yOR� LAITY AVENUE 51 LU o-- z��- AVENUE 52 IUUI 0 w. AVENUE 53 w � � w w (n AVENUE 54 � rn w w NS SITE O Z ¢ 3 N Oo AVENU r z (A MAP o AIRPORT BLVD a 71B 77 78 79 80 81 LOT 'AR' WELL SITE 20 } C 3 HAFLINGER WAY J Y1 Z u. 97 98 82 83 84 LL 75 i9 � 22 ¢ 98 ¢ 95 93 92 85 w 0 INFORMATION. SHOWNAPPROXIMATE EXISTING UNDERGEXOACTD EXISTING 282 V. 55 41 / 28 I'�� MgN�O'WAR LANDSCAPE AREA. DRAIN DETAILS CONTRACTORSHALLDETERMINELOCATIES ONSRE OF UTILITIES E U loll 287 14 125 COURT COMMENCING WORK. 054 ¢ M 271 v 120 89 127 NTS THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM r- 1 1 128 129 130 HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR Q w N 8 9" SQUARE DRAIN (OPEN SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY 1 = 263 O 7 11 Off, ![/� BOTTOM) OR APPROVED THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN • < 286 U 270 40 9 10 12 13 • EQUAL WITH STD. H-20 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA '' cc 58 �'�• 29 8 RATED GRATE CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE 1 253 < as 135 TC =TOG 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 284 205 Z `N PY - 89 - / / 134 137 133 t32 131 TC SEE PLAN 1`% MIN" COMPLETION OF SAID WORK. 289 FVN 38 �• ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA 252 se, GP\� 37 38 35 34 33 32 30 O9� of MACBETH STREET CONSULTING, INC. THE. CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF HE 0 CIRCLE P� 31 NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN �G 138 140 /-` oo `. \ \ \\ \\ \\ \\�" CONSTRUCTION AFTER REVISIONS ARE APPROY�D• 1 251 - 87 9� �� 141 142 143 144//%// // % / / / / / / / //// /%/ 4 OR 6" PVC SDR 250 MERV GRIFFIN WAY P NOTE TO CONTRACTOR, SITE CONDITIONS I' 1 57 — 92 CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDI�TION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND 58 83 B6 155 0�9 PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. 59 80 81 82 84 85 RECREATION / THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, / / 233 SH ET 179 �t RETENTION INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE ABBREVIATIONS / 158 OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER / 154 OR MSA CONSULTING, INC. JE EAST INV INVERT 215 214 213 201 153 152 LOT 'AU' W N)) NORTH L.F. LINEAL FEET 212 202 181 NOTE TO CONTRACTOR, EXISTING SURVEY MONUMENTSS) SOUTH LP Low POINT 23a l8o y� 17g m 157 i W WEST MAX. MAXIMUM 0 THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE N J AC ASPHALT CONCRETE MIN. MINIMUM 7 0 JJ EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. R FOR ANY REASON THE CONTRACTOR BC BEGINNING OF CURVE MOC MID -POINT OF CURVE 218 STORM CAT COURT ?� 200 181 Q O W INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT y J BCR BEGIN CURB RETURN NG NATURAL GROUND 285 N 211 203 D 189 �Ij 183 lbt 3 'ol 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 217 219 O y .9 NI 177 t68 184 < V REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. BSL BUILDING SETBACK .LINE P/L PROPERTY LINE C r -O (0 N J C/L CENTERLINE PCC POINT OF COMPOUND CURVE 218 (P O 0 O 3 150 140 < NOTE TO CONTRACTOR DRAINAGE INTEGRITY C&G CURB AND GUTTER PE PAD ELEVATION 236 Io 9p �l0 188 2 C 182 Iq w 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 2S0 '9 210 2O4 fn 199 193 .H j7g 185 C.Y. CUBIC YARDS POC POINT ON CURVE 220 1G` 'IG9 V Z WITH THE LOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE to O (� 1 L49 148 Z CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE D DEPTH PRC POINT OF REVERSE CURVE O O O APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES lS MAINTAINED. THIS PRECLUDES THE DWG. DRAWING PROP. PROPOSED 229 C CCONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT 228 < EA. EACH PVMT PAVEMENT 231 227 209 205 "{ 198 ~ 187 �"' 180 181 i8g o147 PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR EC END OF CURVE R/W RIGHT OF WAY 221 194 183 175 4 ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING ECR END CURB RETURN S.F. SQUARE FEET THU MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. EP EDGE OF PAVEMENT S/W SIDEWALK NpER GULCH (1r GULCH WAY NUISANCE WATER DISCLAIMER NOTE ESMT. EASEMENT TB TOP OF BERM AY — — THUNDER EX EXISTING TC TOP OF CURB ,s FAILUREEXCESSOF OVER-IRRIGATION RETENTIONNOBAS BASINS, HIF IT AR SCAPE ISTS, CAN R PAVEMENT. THE DESIGN IN SHOWN DAMAGE HERE N oR FF IS FL FLOWL NFINISHED FLOOR TF TOP OF TOG TOP OF GRATE FOOTING 232 226 225 224 223 222 208 207 2O8 197 we 198 186 18b 18¢ 174 173 172 171 170 189 188 167 O.t� 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 v 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 TYR TYPICAL HP HIGH POINT FEMA- INDEX MAP THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. Q1{QFESS/�, D i g S a f e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD DE HAZARD AREAS. 0' 200' 400' 600' 800, h�Q 1.. t r cc DIG ALERT DIAL TOLL FREE NOTE- PERMITS .�0 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. �0R�� Exp. 6-30-21 SA \.�A,vAVAnVAnVAnVA,�AAnVAn\ \ ��� \i INV 35 (1% MIN) j SEE PLAN C14°Q p ` \ EMOVABLE GEOTEXTILE FABRIC ate. .FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BAW(D NTS Z x �f ^Iq 2 2 FS FF 2%MIN.� GARAGE STOOP PATIO CONCRETE LANDINGS NTS INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 155-159 3 LOTS 160 AND 200-204 AT LEAST TWO DAYS o BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE, CONCRETE BASIS OF BEARING, m c Q / V � - ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA OO Copyright 2019 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 9�. 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 R OF CAx.\F INCLUDING ALL ADDENDUMS. All Rights Reserved TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 DATUM). No. REVISIONS "° MSA p > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 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 SIGNATUR JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 R.C.E. NO. 43880 DESIGNED B SMS APPROVED BY CITY OF LA UINTA ��K BR AN MCKINNEY DATE CITY ENGINEER. R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA CALIFORNIA SHEET 1 OF 3 SHEETS 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 11 -PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 FAST, S.B.M. DATE (� b119 CHECKED BY 1 JAB PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE _. - _ it � Zoe " It 7 15+00 - - ' 14+00 COR BUILDING OFFICIAL PLANNING MANAGER 1 - I - _ "" �� TING BUILDING DATE PLAN FLORAS DATE _-+-- - NORTHE DANCER DRIVE' \ -�- TOG 467.26 7 7 TOG 467,93 16+00 �� INV 465.76 TC 467.43 INV 466.41 TC 46 r TO 68 8 13 I ___.. 8.13 468.15 �. TOG 466.96 TC 467.31 ~- TC1467.48 - TO 467. 0' 46 7 ` tC� 0p ( j LA UIN A _ 0 53% �._ - w_- _ .2 468.19 7 INV 465 46 --. TC 467.23 __-. 129.Q " s• - 464.82 TC �. ,_ .- • jOG _ TC 7 468.18 --_" T_ 468 17 W`1 466.37 jC TC i j9.5 .r i e°°o s' ao co 2 N i do r 46 .15 7 TpG jG 466. 129.51 TW 475.33 o 1- m wINV 4 6 82 T 5�\ .N _�O 1: 1 0.51 " FG t >. 7F 467 .33 m 1 469.10 TW 475.33 �f 4 n G 46 7 126.30 7 >8 1 p+0 468.8 �+ 1 5 33 FS FG 469.3 TF OG 4 P N18.5� TF 468.00 I rq Y� 6$:S0 00>4 "6,39 p :.: 8 4 i GF 469.30 tC r jC 46 ag 2�y 3 4� TI 469.00 a68 10 4 FG TW 475.33 3 " a 9.67 475.33 I FL -HP a FG Tf FL_' 63%„_� lyo ,�� ° . a ,--- ` NP 1 > 7F 468.00 1 �. 0.5% 1. 48r;��1\ _. 6 �1 F Fl T469.0033 z FS i� 3 '.. i o s1 w > t0 \ a6 15 y 461.68 \� �:� FL -HP 4 n 475. Tly y .. A TC INV 487.3p 466 a f� GB 8 5 47 4.67 1 5S69.45 �ee 469.77 4 F 4 8 33 FC 4>5.33 A' r `� 0 1 j 2.0 46>, 418 465.8 jC p5 a0 467 33 i 469.35 FS 43.37' o= 4 00 TF 4B 9.0 5 0 00 I 1g6. GF 468 7 69. 8. / 10 G a61. o 6 91 h8 �..� 414.6 3 w a68.7 43.2' FS F F 46 F 13 m 00 IT 8 } ry TC 469.53 414.67 467.33 S FS i 157 g • • 5 °. � jG •. a-1a. � .� 6� � '�, jF ,D a z � 2 LOT II rp , 468g7 a68.63 PLAN 4A'. liy' TW a :. rlA �i/ F 46� jF 68,55 f5 FS `0 475.33 0 . r 1yy 9.00 S ae - J• I I 468. • � . � � jF �, . � �\\,�� � 35 � FF 469.97 I :ae TF � � o y� 3 00 469, F UU Do a ash t B N PE 469.3 0 22 Fss. >0 0 3 1 1 3 � .--. � 57 i� 8 j O 15 •Y" 1 M - 469.77 �� 469. S 49 48 0 -> NP 469.64 C1: __:I L� s r , C a68. FS N 48 N=86.00' 49. PR 469.61 69. q HP 4 z 4 g800 \\ ` z pLA 0 ( N :1 � 5, FS 2 S=1.00% 6 . i 02 �N 469.5 FL HP /I: 69.17 eg.37 :\ a'1 'w a NP �. y\ 469• 00 6 i. FS ; 4 8• �4j T1Y 4 468P0 1y1,4> `. 468 Q �,86. 57 11\ i 3 r / l 5.33 a jF �\ Y " �\\.,. •�. a66�3 aa849 ag8g3 \ °�Y� 3 PE as 87 2", 5,1.0 ,� 3�i - 00 CHIMNEY 1� �1 2 co r .r FS rF 47533 TF 68.4 .. II 1 r. v 2 487.33 4s733 S_9569% r 45.8' 1 ,`.i v 469.77 -N / Ot 3 i 45.63 1 8 L=1 469. 5 i. P N 159 1 asss3 0' s�110.00, 77 IA \ ° ° F,o _ a6 5'I\: p i 469.77 j 6.69. 00% 4C i TRW 470.33 4 a 8 • \ � � � �, FS r 467.67 o i G FS Y �. 468 63 FS �CHIMN j� 489 g7 F g.23 33.62' b✓ TOG 468.60 LY ^� -S E C� a '17 ° !i g 2% N\MNEY.- FS 7"7 ,0 1 A .`e.° �i r�"�i 34 4Q / 8 la6"1 3 m .. �. �.9 C 0. A 1. 5 INV 467.27 FS 9.0 ,4 g'13 a 8. �\ 6 So1.7 468.8'1 jOG a6 37 �OT C L".20Z0' jF a 1''' \,p a66. TOG 468.70 5 �� mil' .i �V8 S�1 r: " i 9.47 r: II f5 5 \NV INV 467.37 V/1 PLgN gq 20% 8 h o�r 6 L�96. FS q.6 \ 2q \ . G 471.33 F468 42 a68 �"I L,11 6 0- Op A A FE 469.97 ; �� ,1 ,: :\, T ass.00� ro P 469.3 TF 470.67 F5 6 FS S P p FL -HP G 468.70 G a61.8 5 .. �0.6% .. INV 467 37 5 o 2 � CJ 2 Fg � � j0 466 49 � 475.33 �% F-- . r: r L,Bg O � u> A TW �..�.. s, 10%. �' TF 467.33 rn TW 475.33 : �. 5 oG 468.70 A i r 1s1z ` O'\ j0 6 \\ 468.4 .3 TF NV 467. 46g, t 8 a6 �y 468. B �. 468.00 37 r A 47 G y RN 5 5 \Nv 4I'167 FL NP FG 469.3 h Tp FS dr ® 0 F� ga6� 33 0 5%.. l _ -. e� .. G 42. : 3 1} 4 .4�'- .....---.TOE--___. 2:1 MAX...�_.-.__._.--.-_ =,)E_ FG 469.3 .. 0.5% o: / 468,40 469. 9T r �? ...:.., 4 g 13 " 5, 1p800 y Alva.,11. 4 . e•" TOE ___..:.. --- - _ ._ ._ TOP-t07:8#------------_ - - N .. FL Hp 47 >.0> 5 S 2 /�' �� \\ FG � .1>• 46 3 LOT (57 y 6 S, • 3 F 8° --._� 1 MAX r �4 � -� .. T� a o 3 s oG a u. � � \." 1 p0 a68. -- 2: TW 478.00 J TOE � .. 0. % 46 �� �� T G cn EX. BLOCK TW 477.33 *_�- 2.1 -� .. _ 0 4s8, PE �4��"�) �FG� tiv 1Q7;6a TW 478.00 TF 471. 3 WALL B� TT1FY 470.67 TF 470.67 TF 47 33`. TOP _ MqX 469 3 lNV 4 .9>0 EX. BLOCK TF 471.33 477. ._"- 66 R!N 5. _ . _ -� 0.67 EX. Bl0 QE - `-' F ' l469....... N% �� \ 3 \ y \\ jor 46631 5 'b NP c �0 %a jRW461 33 33 �1 478.00 WALL WALL CK Top- \ ,t lor LOT 178 V o 33 �� °�. ��"�) 9�b' 47p 673 - ,`�`", roe F� HP 4j9 67 479.33 �i��"�) rB�OGK jF a4� .33 TF 472. 7 6 Top ``"``, 8 4 0.0 7 2:1 MAX e T1t' 33 zo vjP�� 41261 r) EX. BLOCK _Tof ..� TF 446> 33 Q TW 477.33 / p7�6� �/ TF 477.33 WALL CK Top 46 9•0 TF 470.67 a6 ' ®� �a� ) 47 _ �O 0 Op )° aOr Vva �� rw4 96 67 3 TF 472.67 �^��i t s Bf/ oe p, jF rop 71Y tF 4876.16 �. 9 33 \\� \ Q®p REARYARD WALL: P/L �(� �� 6"x8"x16" PRECISION BLOCK GARDEN WALL I o VARIES 2' MIN. Q J m d a 3 CONSTRUCTION NOTES QUANTITY ESTIMATE OL FOR PERMIT PURPOSES ONLY 4' MIN. O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,532 SF FINISHED 1- 2' O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,583 SF P/L I FLOOR BENCH TW SEE PLAN I SIDEYARD WALL: a < - PAD ELEV TRW O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,032 LF 8"x8"x16" PRECISION0,11 -1-° BLOCK GARDEN WALL REARYARD WALL: P/L ///�A///\ " - / r0 20% 10 2 V// �1 - //l�j/���/��/� �7 M SEE PLAN)�4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 10 EA 6"x8"x16" PRECISION 3' MIN 2' 2' 3' MIN /V /� /.A/ /VV/ BLOCK GARDEN WALL VA /� ��A, A ` �\AA INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 10 EA oAAfir\\ MIN AA m o VARIES 2' MIN. z /VA \� �/ ° INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 983 LF In o W d I /j O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 10 EA m... p y/\ a x RETAINING WALL: 1 rO w , �/ °_°. 8"x8"x16" PRECISION w a//\ BLOCK GARDEN WALL (D CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 106 LF PAD EL ID FINISHED NOTE TO CONTRACTOR- QUANTITY ESTIMATE z (HIGH SIDE) FL aol PAD ELEV a e FINISHED -IL 2' VARIES /j FG PAD ELEV MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE FINISHED (LOW SIDE) le i 1� p96_ FLOOR BENCH 12" DRAINSTAR SUB -DRAIN CONTINUOUS f // SEE PLAN (SEE PLAN) PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY FLOOR o \\O 3� 29 TO 2/ \ PAD ELEV PER NER-569. FOLLOW MFG'S INSTALLATION \\ ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE / /\ /\/\ RECOMENDATIONS. PROVIDE OUTLET AT LOW t0 2. / e \//\// /j\ \ /\ ; ///////\//\//\//\// HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT rO 20$ t0 3% ✓y\\ I° // 0'3 ij\\// //\// % \ \// //� /\/ \/\/\// _ \//\< \/ \/\ %//\ ' ° /\\ \\/%< RUCTION HE OF CONS�FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME \/\ \/\/\ \ /\✓ / MIN //% RETAINING WALL .\\ \\\ \\\ \\\/� 0.3 %. /i. ,\\\ \\/ . //\\/\\\ \ M %\ - °'' Sj� TF MIN / / PAD ELEV / NOTE REGARDING GRADES- REQUIRED IF i</i,./i /i,/i, /V a //V /A j< VA VA (SEE PLAN) SEE PLAN MIN MORE THAN 12" UNLESS OTHERWISE STATED: \�✓�/y /Ajj TF SEE PLAN 210 FINISHED GRADE AROUND BUILDINGS = PE SECTION A -A SECTION B-B SECTION C-C TYPICAL GARDEN WALL SIDE YARD DETAIL TYPICAL GARDEN WALL REAR YARD DETAIL TYPICAL GARDEN WALL / OFFSET RETAINING WALL DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) - NTS - NTS N.T.S. NOTE REGARDING WALL ELEVATIONS - GARDEN WALL AND GARDEN WALL/RETAINING WALL QPpFESS/pN HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE L4 p F SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF D i g Alert WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS m m ON THESE PLANS ARE NOT NECESSARILY IN BRICK w C43880 m INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE °C Exp. 6-30-21 DIAL TOLL FREE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. 0' 20' 40' 60' 80' 1_800_nn�_ncoo STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. d' C LL LV / 1 `t © Copyright 2019 9T Q AT LEAST TWO DAYS MSA Consulting, Inc. F OF CA%-\ SCALE 1 "=20' BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE r�" MARK INDIO BM s9 ELEV. 499.71 sMs CITY OF LA QUINTA, CALIFORNIA MSA "a1 43880 2 1 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY �f- TRACT NO. .32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING> LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED.. TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS �-` r PHASE 11 -PRECISE GRADING PLAN OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY CI Y N MINEER Y DATE 3 760.320.9811 msaconsultinginc.com III611 % JAB R.C.E.49418R EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWN`NSHHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS FOR PERMITTING OPLANNING & ZONING TW 485.33 d0 TF 478.67 j l�( (q?e V TW 79.33 \ fU TF 479.33 FG`O.p Top B� 129.20' Top 0.5v ": ;'1 _ 486 00 _._. i,` T W 484.67 ' W ILBIOCK *.. 479 3 9� TF (4> 78.67 992 'I TO F g'7p %.. 8p0 / 1� 47 "-x ,I,, Ems.... (4753) EX. BLOCK TRW484.67 478.67 LOT �� lNV 47g 9.40 5 L HP > 4jg.3> I F 8.3 5� 8, 4 ioWAL'_ L -- - TF (474.67) P° E (479°5) Co v TW 484..00 w / ` 38. NV 40 8 e .. 0.45y_ Top f %�5 OG 47g. -a -. 0� T 56.58 47 8.3 3 v?I /� 6 L_ 1 00 C O 478.07 , ' 87 fp FL 8.00 --� .. F+� HP TI S tc�M F N 5Q 1 19.341i/ b �If NEY PE 480 07 3 /1. 0 39 14 i TW 486.00 � 480-7 v 0 L=17 _-TF 478.67 'f 2 2 0 S,2. j59,0 6 ii INV 4 6 370 5 0 •n 480. 2 ati If +r, 7 o )� I I TOP S 4 F 5 TOG 477.60 0 47 S 47 F 47 .� (CHIMNEY INV 47 - 0. FL HP 4 A 480, I •6 L=105.00' TW 487.33 N - S .� S=1.00% FS 8 62 �11 �TF 480.67 60e�+� A ( i+ A 33 3 %2 Il0 1%i 478.64 1+'i- A FS 478.51 i A f� 0'27 �' fold 478.77 ° �-`� TW 487.33 GF 48p 3� : 480 • .. ` 71 LOT FS ° 2%. 50.3S TF 480.67 I' 1 N�°: 2 FaFSg 3j 48p23 i'rj/ 2 PLAN20(� ): l�®4 ��� Y S01 47 / FF 478.97 ;� 3 PE (478"9) FL HPO FS PE PE 478..i 2 rn L= 6 I j 1(/R TW 486 M I. t '. i 478.33 I 5-104.00 6 IT� .r ow I M r\ /tv: TF 4 9.3 Tw 48 ' �'I 478.00 2.85% 47970 TF 47g .Op 1 FL_HP 4 478.77 l�o �4i r FC,Hp 33 i : TW 484.67 i� :� TF 477.33 3 u'- -112. �.. 1�� 4 78.51 k , III t1 r °M 486.00 \' 0 FG 486.00 i�o f l� GF 478.308 FS8.77 478.62 TF 419. '�,A FS it 33 1 o 4IN FS 478.59 .1 afl �G,,6 ` 3 TC 4> \0 p1 4 4j � 1 1 �p� 7" STEP TF q i7 33 3 �I 114 484.67 I FG 478.0 LOT T 02 I 9 FL 4>�>>82 TO 4 ry I. � i TF 477.33 4! PIE (489"6). o o / 1 F 38.. �6p .� _� '- J• rn.:. oi.. I 478H p I / 4>> 4 7 TOG 477.14 N r ! /NVG 478 9 INV 475.64 -` �2.3 ' •o 2 I --- ' 477.10 � --„ 21.5T TC 478.04 TC 477.05 ( 1C ` 4T6.77 -'-�' 76.13' _, 12+00 TW 487.33 MV __ _ _ TF 480.67 478.04 7 15+0 TC 476.81 ✓ '�_ i I I 47-.0 "'--h• _.-_--- -___ 7C TC 476.43 I TC 475.94 TC 474. 74.84 477:54 - _�_ .:...TOG 476.97 .. 1/6.52 _ _ - 7 TOG 475 51 _ INV 75 32 7 4 �p0 / +A VgLC INV 474 0, N 473 87 - C c - ` 47395 T�__ T�` 473.70 �G COUR --__..s>.__ --. ,, TOG \ -- TOG 47.116 8 7 T' 13+ �_ �- - 9 - 1N 81 T __ 11 476.55 7 Nv� -'-- -. INV 475 _ TC ri k� FL 477.52 ?OG 477.31 TC 476 96 76 81 TC In 47457 TW 487.33 0 7 V 475. C 476 o OG 475.26 TC 474.94---- S� y TF 480.67 ° j TC 478.0 477.6p TC 477.10 _ 81 N 475.94 TC 475.37 INV 47 •76 7 w- 474.86 TC 477:79 TC _.....,_ rC 476.47 _ w - jr 65.3034% 7 TOG._475.51 f �---� , P _;,_._.._..•----'"- .! N "BE INV 474.01 •�" I. 1 pS _ I TW 482.57 T 6 50.01' r� 2 0 f _ _ 6` I F 475.90 TW 90.00 2 o is 3 45.0T I 3^° 'o TF 482.67 1±4 6 9_ 477.55 I .� o of a Tjq la A ° + FS 480�3J ^c -19° �' FS 4 FL -GB ' o Ti o TRW 480.33 +o M ^ 479.8i:ro �L 477. 0 .. .. TIT-'e is o STEP 1 a m 0 5 -� ' w 476.40 TW 483.00 TF 479.00 FL -HP I: 4 51.86' DTI T rn 1 ce FL -HP TF 475.67 i• TW 484.33 TW 484.33 h i a °° i �ry 3 I FG 47 .2 fG 478.2 I ! FS 476.99 TW --- i A2 - ' TF 476.33 TF 477.00 ! FS 476.37 TF 475.67TRW 3 I. 7.5" STEP TF 479.000 i 480.57 nV 486.33 �I TW 484.33i y TF 479,00 479. ' TF 477.00 ^ o F 480.1} ': 8p 4 TW 486.33 t•i - o i I GF 476.70-° 477.17 477.02 is TW 490.00 I 480.42 FL -HP FG 480.1 14'' I I ° • - 479.03 I� Ti FS FS 32.32' ' TF 482.67 I TW 486.p0 FS TF 479,00 GF 478.30 4 FS o � 3 476.91 TF 47 .33 3 � is t•i a TF 475.6� z °. 8 479.80 476.40 FS F _ 4 480:39 TW 486.33 z 478.47 478.39 L H FS TF 479.00 477 33 3 FS FS 478.51 478.43 FL7. P i FL -HP 4 �n JR 480 57 P 4 86.63' ; ° 476.93 FS o P rI I 477.90 FS F Q TRW 483.00 480.33 FS 2T'4 •' I FS TF 479.00 480.13 .1 2 3 i 476.73 LRW 480.33 1 / FS LOT i N �� i FS8.52'�" ce� .°.- i' I FS LOT 204 45.4' FF 479.00 / 2 pLAN27B2 " �; 478.32 ;� �i z PLAN 7C Ct f " FF 480.77 4so 57 2 s_ 106.00' 6 ,'1 r' r �! F 2 ` ' I i FF 477.37 (( n 478.67 478.67 0 ! I L=103.00' 6e 3 ; PE 480.1 FS z 13% i �� FS Fs M »a�, PE 476.7 s=z.,5% �� �# ® b i 480.44 •. - �rCHIMNEY iI !o 477.04 4fS77.17 i. (6®4 �9 -& i - �' I� o 1 L=107.00' �4e w �' fs 76.91 o g L=1 6.00' p� (aa��°�) l; g L=142.00' 46o.3r F S=1.D0% LOT 203 s=2.,,% =1 1.0 y 4 s i o .r 6 L 1o1.po' Fs �i S= 477.02 ' s=r.rs% CHIMNEY PLAN 5A ' A A A ' 480.42 A FS T FF 478.87 II I; 5 TOG 476.00 ' TOG j� •� i �' PE 478.2 i1 +' CHIMNEY INV 474.67 o WALLBLOCK S �i 48.'17 5 a II I INV 47$.17 i' 21.17 i O 1 B TOG 477.60 TOG 477 60 i s N� 474 77 5 0. TOG 479.40 5 TW 486.33 1 INV 476.27 5 5 INV 476.27 INV 478.07 TW 484.33 TF 479.00 2W 484.67 480.0 478.2 477.90 TF 477.00 R W 481.00 480:0 - FG 8 / TF 475.6 TW 482. 7 482.67 479.80 FG ao FL -HP Ci478.2 476.7 476.40 (+' 8 FG no FL -HP 8 C TRW 482.00 .. 0.5%� . � . �0.5� . y -. /1 FG ! G � FL -HP 476.7 TF 475.90 N 490.00 - - 482.67 �..�..�%. .. ..�..�. ��.�.. ..�.. TF479.33 i �..�.. .��..��. �..�%.�.. ..a� FG -._ 491.67 TRW 481.00 TRW 481.00 TRW 480.33 F84.33 I TF 477.00 v TF 477.00 TF 477.00 OP-_-M7�47, 101 ."125.00 48200 WALL LOCK �04 �9� C rrr TW 491.67 TW 491.67 TW 490.33 TRW 481.D0 EX. BLOCK TW 491.67 ; �EX. BLOCK TIN 490.33 TW 485.23 9.33 TF 484.33 TF 484.33: WALL (�+ TF 475.67 C TW 491.67 TF 483.00 TF 483.67 TRW 482.33 WALL TF 483.67 . TF 478.57 TF 484.33 LOT 211 TF ?YPO 480'67 TF 477.00 LL®� �9® LOT 209 PE (485"4) TW 490.331 PIE (16816.3) PE(479°3) TF 483.67 pFESE Dig j Alert y "m w C43880 m - Exp. 6-30-21 DIAL TOLL FREE �/ Y1 LS o' zo' 40' so' so' 1-800-227-2600 © Copyright 2019 s�qT O 1 y Qom\ AT LEAST TWO DAYS MSA Consulting, Inc. F OF CA\.\F- SCALE 1 "=20' BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO. REvlslolvs APPROVED DATE MSA MARK INDIO BM •ss ELEV. 499.71 sms CITY OF LA QUINTA, CALIFORNIA f LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE 43880 DRAWN BY E.° TRACT NO. 32879 - GRIFFIN RANCH OF > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAINCM262-- SMS 3 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. 3 DE LA TORRE D rE PHASE 11 -PRECISE GRADING PLAN POSITIVE ELEVATIONS). R.C.E. 43850 EXPIRES 6/30/21 I'I�II� CHECKED BY CII Y ENGINEER DATE LOTS 170-172 AND 255 3 760.320.9811 msaconsuRinginc.com - � - t , 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 << IQ f1171 291 ORTEGA DATE CHERI FLORES DATE CTING BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA MATCHLINE - SEE SHEET 2 i LOT 1,�j� L O I 59 PE (489°0) A<1 TW 475.33 in a TW 475.33 FG 468.4 ad I c� TF 467.33 3 133.50' TF 467.33 ! ~ I TW 476.67 yA 0.59 2�.. __E -! TF 469.33 II 468.4 .. --- -=-�" .. .. TW 476.67 FG ✓ o n z I °° TF 469., + $ m I Lq6�O 95.00' 6 A M ^ o a° 0 5 73 CID w a y 1.00% _ '� �z<^v o n y ao m I^pn r n o> I 675 468.74 P a v v 1 �' ~ Z 28.46' y NV .47 FS 4 $F r` v ^ 3 ca 6 09 c� Ir LOT 160 ea N e 20.5' I 0 PLAN 4B - 6•46 o I FF 469.07 FS8.87 468.32 go PE 468.4 468.77 FS w I = FS EX. BLOCK CHIMNEY4g 87 468.87 WALL o= FS PUE 0 d®if 976 J'ase 6ae I W FS I 468.63 • Q y FS o Q B B TOG 467.70 4 I M a T NV 466.37 5 TW 474 0 467.33 0= ri _ Z S=1.17% dqt 0�6%_____ _____ __ _______ ______ __ 3 0 a as cD zL 6 F 0!�z m iW 474.67 I ^ TW 476.00 TW 474.67 F 468.4 •'I TF 469.33 1 r 467.33 TF 467.33 468.4 .....__.._�w_._. TW 476.00 F3 74 2T G y.--- �____--- TF 469.33 : �--- ?C 466.60 ---- 3 85 ---� '.. THuNpEA µGULCH _ F, CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,262 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,598 SF O3 CONSTRUCT 6"xB"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,386 LF 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 O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,130 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 12 EA O CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 454 LF 9 SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 359 SF NOTE TO CONTRACTOR- QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES - UNLESS OTHERWISESTATED' FINISHED GRADE AROUND BUILDINGS = PE