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PG2019-0005, PG2019-0012CITY 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 N0,m 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 BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. PHASE 7 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 84 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. — — — — — CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT "AH" LOT "AQ" THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 286 287 288 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 Q 299 47 EARTHWORK ESTIMATE 1 0 293 300 50 FOR PERMIT PURPOSES ONLY 1 0 298 DONALI STREE' TOTAL CUT (RAW): 300 C.Y. O W 282 ¢ 301 TOTAL FILL (RAW): 300 C.Y. < 294 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT 281 z 297 V 51 46 3 FROM TRENCHING AND DETAILED GRADING. () 302 NOTE TO CONTRACTOR- GEOTECHNICAL RECOMMENDATIONS 1 280 295 296 THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES 1 5L 45 A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE t, 303 FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD Q/AC��� CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 WAY 4 UTILITIES 278 277 276 44 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 W 1 275 274 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 53 y ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 N 1 257 258 5 GAS THE GAS COMPANY (800) 427-2200 259 t� 1 43 TELEPHONE VERIZON (800) 483-5000 9 260 CABLE T.V. TIME WARNER (760) 340-1312 ID MONARC Z73 W USA UNDERGROUND SERVICE ALERT (800) 227-2600 4 256 NOa CIgO�E 54 yz NOTE TO CONTRACTOR- EXISTING UTILITIES I 281 < 42 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF W 268 272 6 AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA 1 CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 255 W INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 55 41 ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE 1 V 1 262 267 COMMENCING WORK. 171 254 1 Q 1 V 271 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 O W lO SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY -1 = 263 THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN ` ( LL41 266 270 40 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA' 1 253 '+, ¢1 56 CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE Z 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 284 265 COMPLETION OF SAID WORK. 269 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. IF SEq SRO CIRCLEPJ 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 POINT OF NOTE TO CONTRACTOR- DRAINAGE INTEGRITY C&G CURB ANDEGUTTER PEC PAD ELEVATIONPOUND CURVE 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 TOP OF BERM NUISANCE WATER DISCLAIMER NOTE' EXMT Ex STNGT 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 I I 88106AND 149�154 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 I VICIP W AVENUE 51 zu-- Z_ F- J AVENUE 52 z O tn Of w AVENUE 53 � a w w w v~i AVENUE 54 CI tw- w Li 0) W w NS N Cr W o v~i V' AVENUE O Z rOR z ro a IITY MAP o AIRPORT BLVD Q NTS m Qo PRECISE GRADING LEGEND FOR PERMITTING ■PLANNING &ZONING COMPLIANCE JAMES WIATRAK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA - VVI -I- JVVVI%l TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS GARDEN WALL LOT "C" — — BLOCKI6"PRECISION LET AK'� -78 79 LOT "AR" 0 L7677 80 81 WELL SITE } 21 3 HAFLINGER WAY J Z LL 97 96 82 83 84 Ir 75 CO 22 ¢ 98 > 95 93 92 �... 85 1'- W o W o cc OMIT ONE 55 BOLD RULER WAY 74 99 '� CHgNT 86 OMIT NE I IC� NECESSARY — — 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 Toy .,w-_.,_._-.___-_.- _.._._�.____ INDICATES EXISTING TOP OF SLOPE - TOE --- -- --- INDICATES EXISTING TOE OF SLOPE o-----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL ° d INDICATES CONSTRUCT PCC CONCRETE 7 8 39 38 9 1 10 1 11 1 12 1 13 37 36 35 34 33 32 31 t•- O 19 18 to % 15 14 z co d a HALF BLOCK AT SWALE z FL WALL N INCREMENTS AS SEE PLAN TO PROVIDE EMERGENCY --YARD DRAINAGE 6" MIN N � Q FOOTING E ♦♦^^ OUTLET FO 23 100 � 94 91 VJ OPENING WITH 2" MIN. COVER OVER 73 p 87 TOP OF FOOTING 90 TYPICAL SIDE YARD � 24 101 pgRk 89 88 WALL OPENING DETAIL 72 102 103 Srgq DRIVE W - 12"s� ROUND METAL GRATE PER LANDSCAPE 1 ARCHITECT'S PLANS. 112 104 rt 1 TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 �I ROUND GRATE OR APPROVED EQUAL. 25 �A 111 110 105 Z 0.5_ y. MIN_ 0.5�N- / q ApMAgq 109 108 107 113 ` pq/ ¢ REDUCER IF REQUIRED !j \// 26 71 114 :,� �\ \j< PIPE RISER ,,,z_ 115 ij\\ �, PLASTIC ELBOW g . OR PLASTIC TEE ? d 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S I I 88106AND 149�154 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 I VICIP W AVENUE 51 zu-- Z_ F- J AVENUE 52 z O tn Of w AVENUE 53 � a w w w v~i AVENUE 54 CI tw- w Li 0) W w NS N Cr W o v~i V' AVENUE O Z rOR z ro a IITY MAP o AIRPORT BLVD Q NTS m Qo PRECISE GRADING LEGEND FOR PERMITTING ■PLANNING &ZONING COMPLIANCE JAMES WIATRAK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA - VVI -I- JVVVI%l TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS GARDEN WALL LOT "C" — — BLOCKI6"PRECISION LET AK'� -78 79 LOT "AR" 0 L7677 80 81 WELL SITE } 21 3 HAFLINGER WAY J Z LL 97 96 82 83 84 Ir 75 CO 22 ¢ 98 > 95 93 92 �... 85 1'- W o W o cc OMIT ONE 55 BOLD RULER WAY 74 99 '� CHgNT 86 OMIT NE I IC� NECESSARY — — 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 Toy .,w-_.,_._-.___-_.- _.._._�.____ INDICATES EXISTING TOP OF SLOPE - TOE --- -- --- INDICATES EXISTING TOE OF SLOPE o-----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL ° d INDICATES CONSTRUCT PCC CONCRETE 7 8 39 38 9 1 10 1 11 1 12 1 13 37 36 35 34 33 32 31 t•- O 19 18 to % 15 14 z co d a HALF BLOCK AT SWALE z FL WALL N INCREMENTS AS SEE PLAN TO PROVIDE EMERGENCY --YARD DRAINAGE 6" MIN N � Q FOOTING E ♦♦^^ OUTLET FO 23 100 � 94 91 VJ OPENING WITH 2" MIN. COVER OVER 73 p 87 TOP OF FOOTING 90 TYPICAL SIDE YARD � 24 101 pgRk 89 88 WALL OPENING DETAIL 72 102 103 Srgq DRIVE W - 12"s� ROUND METAL GRATE PER LANDSCAPE 1 ARCHITECT'S PLANS. 112 104 rt 1 TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 �I ROUND GRATE OR APPROVED EQUAL. 25 �A 111 110 105 Z 0.5_ y. MIN_ 0.5�N- / q ApMAgq 109 108 107 113 ` pq/ ¢ REDUCER IF REQUIRED !j \// 26 71 114 :,� �\ \j< PIPE RISER ,,,z_ 115 ij\\ �, PLASTIC ELBOW g . OR PLASTIC TEE ? d 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S PRECISE GRADING LEGEND FOR PERMITTING ■PLANNING &ZONING COMPLIANCE JAMES WIATRAK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA - VVI -I- JVVVI%l TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS GARDEN WALL LOT "C" — — BLOCKI6"PRECISION LET AK'� -78 79 LOT "AR" 0 L7677 80 81 WELL SITE } 21 3 HAFLINGER WAY J Z LL 97 96 82 83 84 Ir 75 CO 22 ¢ 98 > 95 93 92 �... 85 1'- W o W o cc OMIT ONE 55 BOLD RULER WAY 74 99 '� CHgNT 86 OMIT NE I IC� NECESSARY — — 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 Toy .,w-_.,_._-.___-_.- _.._._�.____ INDICATES EXISTING TOP OF SLOPE - TOE --- -- --- INDICATES EXISTING TOE OF SLOPE o-----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL ° d INDICATES CONSTRUCT PCC CONCRETE 7 8 39 38 9 1 10 1 11 1 12 1 13 37 36 35 34 33 32 31 t•- O 19 18 to % 15 14 z co d a HALF BLOCK AT SWALE z FL WALL N INCREMENTS AS SEE PLAN TO PROVIDE EMERGENCY --YARD DRAINAGE 6" MIN N � Q FOOTING E ♦♦^^ OUTLET FO 23 100 � 94 91 VJ OPENING WITH 2" MIN. COVER OVER 73 p 87 TOP OF FOOTING 90 TYPICAL SIDE YARD � 24 101 pgRk 89 88 WALL OPENING DETAIL 72 102 103 Srgq DRIVE W - 12"s� ROUND METAL GRATE PER LANDSCAPE 1 ARCHITECT'S PLANS. 112 104 rt 1 TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 �I ROUND GRATE OR APPROVED EQUAL. 25 �A 111 110 105 Z 0.5_ y. MIN_ 0.5�N- / q ApMAgq 109 108 107 113 ` pq/ ¢ REDUCER IF REQUIRED !j \// 26 71 114 :,� �\ \j< PIPE RISER ,,,z_ 115 ij\\ �, PLASTIC ELBOW g . OR PLASTIC TEE ? d 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S — — 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 Toy .,w-_.,_._-.___-_.- _.._._�.____ INDICATES EXISTING TOP OF SLOPE - TOE --- -- --- INDICATES EXISTING TOE OF SLOPE o-----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL ° d INDICATES CONSTRUCT PCC CONCRETE 7 8 39 38 9 1 10 1 11 1 12 1 13 37 36 35 34 33 32 31 t•- O 19 18 to % 15 14 z co d a HALF BLOCK AT SWALE z FL WALL N INCREMENTS AS SEE PLAN TO PROVIDE EMERGENCY --YARD DRAINAGE 6" MIN N � Q FOOTING E ♦♦^^ OUTLET FO 23 100 � 94 91 VJ OPENING WITH 2" MIN. COVER OVER 73 p 87 TOP OF FOOTING 90 TYPICAL SIDE YARD � 24 101 pgRk 89 88 WALL OPENING DETAIL 72 102 103 Srgq DRIVE W - 12"s� ROUND METAL GRATE PER LANDSCAPE 1 ARCHITECT'S PLANS. 112 104 rt 1 TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 �I ROUND GRATE OR APPROVED EQUAL. 25 �A 111 110 105 Z 0.5_ y. MIN_ 0.5�N- / q ApMAgq 109 108 107 113 ` pq/ ¢ REDUCER IF REQUIRED !j \// 26 71 114 :,� �\ \j< PIPE RISER ,,,z_ 115 ij\\ �, PLASTIC ELBOW g . OR PLASTIC TEE ? d 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S 7 8 39 38 9 1 10 1 11 1 12 1 13 37 36 35 34 33 32 31 t•- O 19 18 to % 15 14 z co d a HALF BLOCK AT SWALE z FL WALL N INCREMENTS AS SEE PLAN TO PROVIDE EMERGENCY --YARD DRAINAGE 6" MIN N � Q FOOTING E ♦♦^^ OUTLET FO 23 100 � 94 91 VJ OPENING WITH 2" MIN. COVER OVER 73 p 87 TOP OF FOOTING 90 TYPICAL SIDE YARD � 24 101 pgRk 89 88 WALL OPENING DETAIL 72 102 103 Srgq DRIVE W - 12"s� ROUND METAL GRATE PER LANDSCAPE 1 ARCHITECT'S PLANS. 112 104 rt 1 TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 �I ROUND GRATE OR APPROVED EQUAL. 25 �A 111 110 105 Z 0.5_ y. MIN_ 0.5�N- / q ApMAgq 109 108 107 113 ` pq/ ¢ REDUCER IF REQUIRED !j \// 26 71 114 :,� �\ \j< PIPE RISER ,,,z_ 115 ij\\ �, PLASTIC ELBOW g . OR PLASTIC TEE ? d 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S � Q FOOTING E ♦♦^^ OUTLET FO 23 100 � 94 91 VJ OPENING WITH 2" MIN. COVER OVER 73 p 87 TOP OF FOOTING 90 TYPICAL SIDE YARD � 24 101 pgRk 89 88 WALL OPENING DETAIL 72 102 103 Srgq DRIVE W - 12"s� ROUND METAL GRATE PER LANDSCAPE 1 ARCHITECT'S PLANS. 112 104 rt 1 TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 �I ROUND GRATE OR APPROVED EQUAL. 25 �A 111 110 105 Z 0.5_ y. MIN_ 0.5�N- / q ApMAgq 109 108 107 113 ` pq/ ¢ REDUCER IF REQUIRED !j \// 26 71 114 :,� �\ \j< PIPE RISER ,,,z_ 115 ij\\ �, PLASTIC ELBOW g . OR PLASTIC TEE ? d 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S 29 27 124 ' 70 3 123 122 121 C 120 119 - 28 �� 125 126 4-0-WAR COURT O /� / 69 127 128 120 130 I 136 68 135 134 67 133 132 131 137 �'�' MACBETH STREET 138 �� 13a 140 141 142 143 144 57 MERV t3RIFFIN WAY 68 155 OF / 58 59 60 81 62 63 64 65 9 233 179 RECREATION / / 156 t4 RETENTION 215 t� 154 153 152 LOT "AU" 234 214 213 212 202 201 191 190 180 7 178 ` � 9 157 STORM CAT COURT n NQ SHE T 2 ow 218 7 200 181 1 235 P 211 203 1 192 189 N� 177 158 163 164 }. 151 3 V 217 218 219 C 7 7,p n < _I O <n O O 150 145 236 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S 204 t� 199 193 O 188 182 162 165 W 230 220 ,�\ 210 -� 178 159 Z m 00 1 149 146 ZO 229 G C 231 228 227 205 �+ y 161 p 221 209 198 194 187 183 175 160 166 148 147 TINDER GULCH THUN R Q'UIL_ WAY 232 .r 226 225 224 1o6 195 186 185 184 174 173 172 171 170 189 168 167 O 223 222 208 207 208 197 v FEMA- INDEX MAP 0ESS/ THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QR Dig 1,Saf e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 6<p W� HAZARD AREAS. 0' 200' 400' 600' 800' yQ �40� c FBO�,p Fy�Z DIG ALERT DIAL TOLL FREE NOTE- PERMITSLU �► v R► 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' 0 R� Cr Exp. 830--31-19 MD SHALL BE REQUIRED FOR ALL WALLS. INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 149-154 3 LOTS 84-88 AND 106 AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- s a BEFORE YOU DIG 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 �9�. l V 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 CA01 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 INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MARK SAW MSA 80375 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE k� DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW 3-�- 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31 /19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com 3 -13-(y CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/20 LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S LANDSCAPE AREA DRAIN DETAIL NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG _1 % MAN //\/\/\/\/\/X OR 6" PVC SDR INV 35 (1 % MIN) '\gig Qa °a SEE PLAN iv °`' �\ EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN) NTS Z X �� 2 � 2 - S FF _ 2_ MIN.� 2_% MIS GARAGE STOOP PATIO , CONCRETE LANDINGS NTS , -,,J--X\ 5 Y/f//2 CITY OF LA QUINTA, CALIFORNIA SHEET 1 TRACT NO. 32879 -GRIFFIN RANCH ` OF PHASE 7 -PRECISE GRADING PLAN COVER SHEET 3 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P� DOO S ..�.'�. /TR\TWN47468 3 ��'�`�"'y ,T. ®-•,,„%'"�^W 474.47 EX. BLOCK 9 TW 474.63\ W4746803 EX. BLOCK FG (467.8) -.�, o,- a ®' RW 467.8 RET. WALL RW 467.3 FG (467.8) RET. WALL 122.41 FG 467.3) 63.57 FG (466.8) I f TF (466.8) 468.8 9 ( 468.5 4.28' 39.08 �' ��� 468 S 0,5 FG .5 ��4%� r �_� °"' 4ti8 5�4$$ 5 ���, 46g.20 TW 474.67 5.9 N FG 468.50 < TW 474.67 �1 ✓' FLU -HP TF 467.33 .✓ FG FG in FL -HP TF 468.00 TW 74.67 469.07 469.07 TOG 468.18 FL -HP m TW 474.67 TF 468.00 FS FS 5 INV 466,85 FL -HP 468.77 468.77 1 2 TF 467.3310; FS FS 1 9 \ TOG 468.20 It 468.73 y I \ 5 NV 46 re 1 1.46' s 468.97 8:5' y� l 1 2 2 FS TOG 467.90 9 468.97 5 INV 466.57 , 1 469.27 469.27 TOG 467.90 468.97 i e TI FS FS 22.96' I 2 FS 1 5 TO 46.5' 116.5 1 3 I I INV 466.57 FS 5 INV 466.57 I! 1 A is A LOT 153 is j CHIMNEY TO TW 474.63 3 TI LOT 154 CHIMNEY 3 T1 roc 4s7.90 5 PLAN 2XA FIT L=91.00' 6 I I ® j:`o RW 467.31 I INV 466.57 5=1.53% ,T TI® LOT 152 4sa.zo M 1 M PLAN 1XA LT I :1 4 I Fc 4ss.a ,: I FF 469.17 1 ; PLAN 1B LT FL -HP ( ) , ) �0 01 L=99.00' FF 469.47 ; TI PE 468.5 I T1 FF 469.17 L=86.00' 6 Tw 474.67 S uE o' 6 s=1.00% PE 468.8 .; ® 1T S=2.25% m 5 P :1 46927 i:o A 0 I- at: A PE 468.5 i _ TF 467.33 \ 20 0 1 468.97 o I FS � CHIMNEY o 1 L=92.00' T1 2 i t �T1 6 L=86.00' T" T1 6 5=1.56% FS 2 i� N L=91.00'� 1 S=1.05% 1 :1 or 1 469.14 o S=1.25% 1 468.84 468.63 I: 1 468.84 6'' ° I 1 1 o FS 1II EX. BLOCK) \ Ti FS T T1 FS8.978.97 FS 468.83 T W RET. WALL k q' :, TW 474.67 3 469.12 1 A �' 1'W 474.67 468.82 �g \ F 468.00 FS 469.15 T Ti N = o� j j TF 467.33 3 o FS-GB ! FS 1 2 0 • N 6c 2 1 \ ^I z 469.27 : I v w ' FS N�, e '"I� a._ ry 4 468.20 - 1 M 2 a L 468.63 FS 23.5' FL -HP y 468.81 1468.20 ti v FS � ° 3 TW 474.67 \ 468.73 a 3 TW 4 33. I FL -HP 4 p OA 468.50 QF 2 F 468.00 FS-GB T 467.33 GF Cr Z •\\FL -HP 4 68.91 GF 468.91 , V Z AIt Fs GF 468.62 468.05 68.61 GF 468.61 m �.' y\\ a• .18 0 I.b� 0� 1 u`�i 468.23 '�• ij FG FS8G8 1� FG (466.8) 468.50 , .r o: I ( ) ' 4 FL -HP 1 0 I�1 N FS-GB �. , IW �'I °' ^' 11 TF 465.E �. TW 474.67 1: ,nl�I, x�. TF 467.33 468.20 . t J �`_. I .. e-- .. �$%Fill 1 %yM. I'r� �it\ o N o o TW 474.67 F F E1 M• rn I: Jo m c 3 \ 8 76. TF 467.33 I: N I �' .44' 2 467.95 - 3 \ 1.25'1 I FL -GB 4 3 w m - � ' i :- ' I p4 • -.;.'. ,.. / 467.49 0. A. 2 a` .w I r / m TC ` rc ,r .9.05, ° 25 0' 1 r� 5U/"1 \ TOG 466.14 i �467.62TC. 467.45 c6 W� 7. INV , rf (4Efi_55�\ °'� 7 INV 464.64 4 \ 0 7 487, 467.17 �. TC 466.37 S 465.72 \ 465.67 7 r. S 1 7 1 r` ?_ 156.571 B Q TOG 467.63 7 0- C �- 67•20 u-) �, n R:�' _,_ m m \ i INV 465.55 Z n c �tid; o l �TC 466.42 G TOG 466.65 -- --_ o cu> a u� Ip 7 •--_.S ___ '� 4 i I.i o� '`` INV 465.15 +00 1 N M ADA GASCAR WAY 7J ` - - 13+00 5 ('I FG (466.9) \( f o 468.20 TW o FL -HP TF 4 19.46' 0' 20' 40' 60' 80, ------- -- -- SCALE 1"=20' TW 474.90 TW 474.3011- 9 RW 468.9 RW 46.8) FG (468.4) ,) FG (467.8) % v o .. 468.50 FL -HP 10' 2 468.89 yf 2 469.19 2 1, j 48897 J FS 11.46 469.27 FS 468.97: 2 3 468.97 - _ 3 FS r TOG 467.90 FS FS TOG 468.20 5 IEX. BLOCK INV 466.57 5 TO 467.90 468 97 2 INV 466.87 469.27 TOG 468.20 LOT lRa RET. WALL I I 5 TOG 467.90 FS 5 I INV 466.57 1T 1 5 FS I I INV 466.87 o a 8 41. LOT 151 INV 466.57 I p� ��°=v� L=86.00' I 1 5 TOG 467.90 I. 10' g L=90.00' 6 INV 466.57 S=1.24% T1 S=2.10% PLAN 2XC LT LOT 150 IT LOT 148 T 9 T1 O FF 469.17 L=96.00 A iT T' A PLAN 2XB LT is T1 11.46�': ® 6 L=90.00' FF 469.17 1 PLAN 2XA LT ® PE 468.5 s=1.3s% s T� m CHIMNEY I� 'T'6 Tl s=1.43% PE 468.5 A 6 T1 A FF 469.47 TW 474.67 0 1® o I [IrM o �l TI TFE 467.33 W.I CHIMNEY �• I CHIMNEY PE 468.8 0� 468.84 TF W 466.67 1 468.63 >� I I-o �T1 468.93 00 To 1 2 FS 468.97 468.97 1.o ip I FS / p�1 0o I'o 1 2 469.14 00� o \tx, 1 FS F 1:N . I 2 468.83 468.84 a, o:1 469.13 , 4 468.20 : I 468.8 1 I FS FS 468.97 468.97 It 11 1 I FS FS 469.27 469.27 J 1 I �' T1 FS FS �In 1 TI FS FSFL-1 / TW 474.73H F468.63 o , A68 81 2 N 68i73" ro : , l v FS GB TW 474.67 0 ° ` 4 iT TW 474.67 2 0T TRW 467.4 1 '" 467.33 3 m ., e,Q .. 2 .av� \1: TF 467°33 3 'N . ' � °N� 1 N 468.73 j , ° @8 73 , i a, d 69 03 FG (466.9) �, 468.20 x ;�,„ , • °fy� I" 1 1 TW 4 6.67 2 g 469.11 469.03 468.50 1 TW 475.33 f 3 0 FS FL -HP ,: oI o n m m �I TF 466.67 1I1 •I s 468.81 468.20 1 1 a Oom .i GF 468.62 ,I y1 LLL a �1 FS-GB FS FL -HP ) w.I 1 INd FS-GB FL -HP 1. 10, _ TW 475.33 FG 469.4 I1 467.77 1: .I = , B�. TW 474.67 I' .1 GF 468.92 0 2 I U (468.00 o ) v ro GF 468.62 2 TF 467.33 1 ; q TF 466.67 i1 FS-GB u1 II �Im .. ° 110 I at... 3 TW 474.67 1y - 467.77 iv TF W 466.67 I �I o n 468.30 r? 0 1 TF 466.67 at 1 4 o br FS-GB .I 4 v :. FS-GB 4I v I n pe 1 �o TW 474.67 N 1 1 11�:., r�; TW 475.33 _', 467.50 Ilpj m 1 n TF 466.67 1� TF 466.67 I ' ,1 FL -HP 467.26 II 467.50 467.26 1,1 467.80 467.56 IW Pat a 4 FL -GB FL - HP 4 FL -GB 1' N ° FL -HP AFL -GB 1. 0.5 I d: 0.57 1 Or 00 m •� �N 1 22.10' 2 3 TW 474.67 a w TW 474.67 I a° w TW 475.33 TF 466.67 o '. 3 a TF 466.67 3 o a TF 466.67 `FC '466.37 TOG 466.28 19.17' 19.56' _ 95.00' 95.00' 7 / INV 464.78 TC 466.46 0.50y, _ - ----_ r 'i 3 TOG 467.70 >. ` 7 TOG 466.79 �.a Fr a t;-.5' 467.22 -� I C y 6E ..,�_.,�/ 1 / i� ,n6r: .1 7 TOG ,�...v>) 7 IN 65.97 TC (466.49)/ TC 466.57 G8 TOG 466. 5 /` ` INV 465 67 TOG 467.26 i_t� �a _L.5 Z V 4 7 u1 7 Cfir.?2�, INV 465.25 INV 465.29 7 ^ ' 0.L INV 465.76 0 - \ s- T466.t `� -5-� N s= - _ _ _ _MADAGASCAR WAY 13+00 12+00 T- 11+0 TW 474.47 �� 9 RW 467.8 EX. BLOCK FG (467.3) RET. WALL 0 32. 94.68 468.5 1_ FG .E-. P.5..�.. �....� 468.20 L FL -HP APPROVED FOR PERMITTING PLANNING & ZONING C�6 1 ofC:k 7 LAMES WIATRAK DATE CHERI FLORES 3UILDING OFFICIAL PLANNING MANAGER :ITY OF LA QUINTA ]CITY OF LA QUINTA TW SEE HIAN SIDEYARD WALL: 8'x8"x16" PRECISION BLOCK GARDEN WALL 3' MIN 2' 2' 3' MIN �1 kit PAD ELEV FINISHED Z (HIGH SIDE) FLOOR PAD ELEV s FINISHED FLOOR (LOW SIDE) `° T 12 /���\ 3-� - 2%.V� 2p0° �/`✓ .^�/jl%J \VAS " \V AAi,AAVA V AAAVAAVA \ MIN vMINI. e: RETAINING WALL �\ :A��A���VA�� 0.3' a OVA VA � V� REQUIRED IF MORE THAN 12" MIN /� a - SECTION A -A CAL GARDEN WALL SIDE YARD DETAIL 'AD 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"x16" 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 VARIES 2' MIN. 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. io FINISHED 2' VARIES FLOOR 001 BENCH a PAD ELEV 2% -rO 20% - (0 2/'• V//VAA �Aia���AA V IN MIN /VAA PAD ELEV (SEE PLAN) SECTION B-B TYPICAL GARDEN WALL REAR YARD DETAIL (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) N.T.S. CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,251 S.F. O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,860 S.F. O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 880 L.F. O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 12 EA. SO INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 12 EA. O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,087 L.F. 7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 12 EA. O CONSTRUCT 6 x8"x16" PRECISION BLOCK GARDEN WALL ON EXISTING t RETAINING WALL PER SEPARATE PERMIT 757 L.F. 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 7/8/t 1ST SUBSTITUTE MYLAR ��SS�� vi pFESS/o, THIS MYLAR IS IDENTICAL TO THE Q�pFE33/ON `V A. Wl �� MYLAR APPROVED BY THE CITY A W/ q� ' �Q ott FBo Fy ENGINEER ON 03/18/19, EXCEPT FOR �Q Ott t* ay r g Alert r t �, �► C80375 9p Cm THE REVISIONS NOTED HEREON.Di g y4 9p Ctn r R Exp. 3-31-21 no C80375 DIAL TOLL FREE m O � ¢ no Q 2 Exp. 3-31-21 � i 0' 20' 40' 60, 80' cP Q' S Q X, �? 1-800-227-2600 © Cop right 2019 r1l Q / V 1 Q�\ rqp / V AT LEAST TWO DAYS MSA Consulting, Inc. F OF A�1F� F OF RFD BEFORE YOU DIG SCALE 1 "=20' All Rtg is Reserved C SCOTT A. WIEB RG CAL BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED S APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE p �`"` MARK INDIO BM •99 ELEV. 499.71 SAW CITY OF LA QUINTA, CALIFORNIA < MSA O LT I I R\1 .., . Q /- 80375 2 ADDED CONSTRUCTION NOTE 9 AND ELEVATIONS FOR GARDEN WALL ON / LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE /�c �/ //r V1 / ) DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN DATE SAW TOP OF EXISTING RETAINING WALL 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORe PHASE 7 -PRECISE GRADING PLAN 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31/21 _ �_ G CHECKED BY CITY ENGINEBRfAN ER DATE LOTS 149-154 `� ` / 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 < C PG,2o19 - 0612. FOR PERMITTING & ZONING COMPLIANCE ki \ EX. BLOCK TRW 468.3 TRW 468.3 RET. WALL FG 467.8 __.. - - _ _ TF (466.8) _ 122.41 ' FG8.8 4.28' 468.5 25 9� N 468.50 TW 474.67 FG 91.04 468.5, 468.8 0•5% FL -HP 0 5% TF 467.33 FG TW 474.67 469.07 469.07 5 TOG 468.18 F6S.2 00 TW 474.67 TF 468.00 FS FS IN 466.85 TF 467.3310' TOG 468.20 468.73 2 5 INV 466.87 FS 11.46' 468.97 2 �e FS TOG 467.90 469.27 469.27 . i : 468.97 5 INV 466.57 �I FS FS 22.96' it 2 FS i I (I I uu 1+01.1diu 5 -a l TOG 467.90 11 I I 3 I INV 466.57 5 INV 466.57 116.5' A A LOT 153 CHIMNEY ITe 3 �I © LOT 154 CHIMNEY 3 �, TOG 467.90 5 PLAN 2XA RT L=91.00 TCN LOT 152 468.20 WE PLAN 1XA LT : i INV 466.57 FF 469.17 S=1.53% I -I 4 1 L=99.00' FF 469.47 I �, I PLAN 1B LT L=86.00' -HP s=1.00% PE 468.8 PE 468.5 T� FF 469.17 S=2.25% 6 ;- TW AZ 6 469.27 I .o A W I. �: I A 3 ' I PE 468.5 , rn T� FS 2 L=91.00' i I� ��j 6 L=86.00' CHIMNEY i�� o f 6 L=92.00' 468.97 f o. 6 I.N o f S=1.05% I S=1.56% o FS 2 469.14 S=1.25% I.- 1 468.84 468.63 I: I 468.84 b` �� FS �' I� �, 468.97 468.97 FS FS I o �i FS i� EX. BLOCK ' LFS FS 468.83 I� _ 1 RET. WALL TW 474.67 3 I . : I FS ' :o \ o I F 468.1 I .0 9p.04' 468.50 4 Z �\FL-HP 13 13 L rn �_ FS9.12 469.15 I T�11000() o I.� I TW 474.67 3 0 468.82 ,, FS i� a o ' , TF 467.33 o FS-GB I�� o I iS8 73 `o ° 2 2 ' N z b\ 469.27 I ,w ri ' x468.20 0 1 J, ,n I FS. �, 4 z 468.63 cyi FS 23.5 , z FL -HP i. M 2 ' D TW 474.67 I g , . 4 GF FS 2 3 TF 468.00 i i 468.73 468.81 d 3 TW 474.67 1 II , 468.20 68.91 GF 468.91 i FS FS-GB TF 467.33 iW 468H 5 GF o • I I GF 468.62 I : , 68.61 GF 468.61 4 e ' '4 468.23 'n I 1 G 468.18 I. TRW 467.3 4 �68.HP i :o o: i FS-GB i� °$ FS-GB i FG 466.8 I r TF (465.8 a 1 I� yl N TW 474.67 1 in N 4 TF 467.33 I o , 468.20 l ,bow , ^ N w -�_ , F -- . ,0.5% FL -HP o o TW 474.67 F- F-- o a 4 1 I i �� 44, I °` g 76 2 TF 67.33 i i 467.95 M1 ' rn r N - 38. 4 FL -GB g oLj 2 �: rn;: ..•. ,�`�'�` I- -I ,4:1�p¢' 69.05' I' TC a yD : 25 0 ` z ° f TOG 466.14 (� --�� � 0 7 467.22 467.17 _......__ u =a T� 4�i7�°`: TOG 70G INV 464.64 S 2`4 INV 465.72 INV .67 7 - - JG 467.63 "a ( "7^ % ' °' ti .._a4ab_� 65 inCq P JV 465.88 ... o ��4 c c°'o� �'. ap v co TOG 466 65 _ S N o INV 465 15 7 `--- J MADAGASCAR W- ,.r a _.._ AY 12 0 - 7 13+00 \ s f J TRW 467.4 FG 466.9 °,tom 468.5a�.,:; FG 101.8 i ° ""° TRW 467.8 EX. BLOCK TRW 468.3 FGW (468.4) FG 467.3 RET. WALL FG 467.8 _ 95 00 TW 474.67 468.8 .�-..�..�%., .. ..--3-��---�•�.• 0.32' 94.68' 468.5 -� 468.20 TW 474.67' 468.5 m TF 468.00 FG - w �? 5% 0.5� FG oo .5% 0.5i o FL -HP TF 467.33 FG . E-- .. F- .. .. .. - . - coo E- �- e- f- c� .. -4- N 468.5 468.20 w� m 468.50 475.33 19.46' 2 468.89 FG FL -HP FL -HP TF 46- 8.001 FS $� 1 p'FS-2 468.89 2 469.19 2 468.97 FS 11.46 469.27 468.97 2 3 468.97 3 FS EX. BLOCK 1 To 467.90 5 FS I FS TOG 468.20 5 I INV 466.87 469.27 =RET. WALL 1 INV 466.57 5 TOG 467.90 ,: TOG 467.90 468.97 2 FS 5TOG I 168 I INV 466.57 I I 5 FS I I INV 466.TOG 467.90 Q�� f INV 466.57 T� 6 L=86.00' LOT 151 �� 5 INV 466 57 i "0' 6 S=9 24% I ��® S=2.10% PLAN 2XC LT I , LOT 150 T I o FF 469.17 L=96.00' A �T TI A PLAN 2XB LT ;T T; LOT 149 11 48 �I ® g I I L=90.00' FF 469.17 . : PLAN 2XA LT o� ' ® CHIMNEY PE 468.5 S=1.39% I i 6 s=1.43% ITS i FF 469.47 i �! 1 �; ,�' ' I PE 468.5 A T PE 468.8 I N I TW 474.67 I�o ��1 � i'o -I Al� CHIMNEY o TF E 467.33 I co;1 CHIMNEY 468.84 TF W) 466.67 i i FS8.63 b" :To �Ti 468.93 o o I 2 FS 468.97 468.97 I�p �I o o I .o o 0 1 .o t o f FS F i N : i 2 468.83 468.84 rn o i .o o: i 2 469.13 469.14 o = 468.83 I� I FS FS 468.97 468.97 II I I FS FS 469.27 469.27 468.20 I FS o b� �I FS FS J �� FS FS 4 FL -HP i 468.63 0 .468 8t i d 68:°73` i i o e Y FS x cv� FS-�B. F I I TW 474.67 3 °� 2 0 ° i� i TW 47, 67 3 .�. 2 o titill 9 d z TF 467.33 0 • s 468.73. � 68:73` I : TF 467.33 0 < TW 474.67 d 468.73 468.20 m N° ° 'FS , FS i N `�� S ear Mosersv u, cO �O`� I I TF 466.67 3 FS FL -HP g 468.88 °468.20 I I o a 469.11 469.03 °468.50 J I: , 0 1 ��4 GF 468.62 '� i� ioa a FS-GB FL -HP i. i00 FS-GB FS FL -HP ' .. .. .` /\ caw II ' �IN= bi .', TW 474.67 , �,"'_ � `, TW 475.33 r`46,9 y� 467.77 I: I GF 468.92 2z O F;; CO11�I� I GF 468.62 2 TF E 467.33 i I` I00 1 �n TF 466.67 I 1 FS-GB 4 III �1`n a 467.77 iv I ° I1� 468.30 Po I 3 1 TW 474.67 d ly I TF W) 466.67 1 I o ri I:R M 4 0 e FS-GB 4 ter.1R.FS-GB 1 o I TF 466.67 I :b\ I of i ''� ITW 475.33 °' TW 474.67 N I I Sri; ►� N III s, yr J_ N 467.50 I N ao I I'` TF 466.67 I� I TF 466.67 I . :I FL -HP 467.26 I�I _ 467.26 I.I +ci 7 467.56 I. ;:::•' :`;`: »: 4 FL-GBI. i rn 467.50 4 I I o� 46 80 4 i ? I I04 3 F� .0• AFL -GAB I v:' 1 FLU 0.5% AFL ' OD - - 2.10 ao. - M • . tl• - � N y� r. -° d TF . 1 I <. arn°TC 7INV I ._3 0- _ I 43 TW 474.67 '' TW 474.67 TW 47533 466.6oTF 466 67 7 a 0'0 cocv � 95.00' 95.T19.56 TOG 466.28�0 TC 466.46 4G 4 G 466.7�TC66.1 465 67 OG 467.2�.3 �INV 465.9767.77 NV464.78 466.95 7 0 TC 466,� TOG 466.75 7C 7~ ,m. i INV 465.25 INV 465.29 o C . r.J INV 465.76 N N S_ �_ S _ _�_ _�__} _ - g , __ _.... e S I MADAGASCAR WAY _ _ I_ _ _ .- 14+90-- 13+00 12+00 11+0 R 0' 20' 40' 60, 80' SCALE 1 "=20' C JDATE JAMES WIATRAK DATE CHERI FLORES BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA P/L TW SEE PLAN SIDEYARD WALL: 8"x8"x16" PRECISION BLOCK GARDEN WALL 3' MIN 2' 2' 3' MIN o Z W 9 m X w PAD ELEV FINISHED (HIGH SIDE) FLOOR PAD ELEV FINISHED (LOW SIDE) Tp�9- FLOOR \2% TO 3•7 MIN RETAINING WALL \\ \\ REQUIRED IF 0.3' /\\ \� MORE THAN 12" MIN 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 INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE m I FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. a STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. km FINISHED FLOOR a PAD ELEV 777777,711. 29, 2' VARIES MIN Z SECTION B-B TYPICAL GARDEN WALL REAR YARD DETAIL (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) N.T.S. CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,251 S.F. O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,860 S.F. O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 880 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 1,087 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 PAD ELEV (SEE PLAN) �O 00ESS/p't Dig I Alert 2 �O ��► w C80375 m DIAL TOLL FREE R Exp. 3-31-19 0' 20' 40' 60' 80' © Copyright 2019 �9j� �Q 1-800-227-2600 MSA Consulting, , Inc. p / V \ F AT LEAST TWO DAYS g F CAL BEFORE YOU DIG SCALE 1 =20 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 MSA „ _,IN'A MARK INDIO BM •99 ELEV. 499.71 80375 SAW CITY OF LA QUINTA, CALIFORNIA 2 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE W� DRAWN BY TRACT NO. 32879 GRIFFIN RANCH OF > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SCOTT A. WIEBORG DATE SAW PHASE 7 - PRECISE GRADING PLAN 3 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 80375 EXPIRES 3/31/19 CHECKED BY BRY MCKINNEY DATE 760.320.9811 msaconsultinginc.com CITY ENGINEER LOTS 149-154 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 m FOR PERMITTING NING & ZONING 4 f�- � f J— EX. BLOCK WALL m— — e .vµ 17+00 S— 18+ TO — 19+00 Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 00 N Oi 4 j. C 22+00 elx� I I -,,— - —.S 0' 20' 40' 60' 80, SCALE 1 "=20' `M I-S -- -_ _-_ _.____ S t _. __ _ . _. ' s � S __ © Copyright 2019 MSA Consulting, Inc. All Rights Reserved r~. 20.5' S- 00 �"' 2 moh, JAMES WIATRAK DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 474.7 FG �— L=8E S=1. 21 00 __— s -- --- Q�OFESS/ONq xq Cb Z w C80375 m CCExp. 3-31-19 MD q�F OF T1 Ft TF CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,576 S.F. O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,931 S.F. O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,330 L.F. 4O 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 1,106 L.F. INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 1 11 EA. OCONSTRUCT 6"x8"x16" PRECISION BLOCK COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT 115 L.F. 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 N0. REVISIONS APPROVED DATE M > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com BENCH MARK INDIO BM •aa ELEV. 4sa71 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE R.C.E. NO. 80575 DESIGNED B SAW APPROVED BY CITY OF LA QUINTA 3 �g / BR N MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA SHEET 3 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 SAW TRACT NO. .32879 - GRIFFIN RANCH PHASE 7 - PRECISE GRADING PLAN LOTS 84-88 AND 106 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SCOTT A. WIEBORG R.C.E. 80375 EXPIRES 3 31 19 / / DATE ����`� CHECKED BY JAB