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PG2018-0001CITY 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 TRA C T MA P NO. 32879 GRIFFIN RA NCH BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED PHASE 4 PRECISE GRADING PLAN BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES �iiiliilii NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE L 0 TS 107Y 108Y 117Y 116 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 OF DIRT, MUD, AND DEBRIS DEPOSITS PREPARED FORl RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. NECLANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITYENGLENNAR COMMUNITIES, INC. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE 980 MONTECITO DRIVE, SUITE 302 FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. �+ i t OCCCUPANCYIOSHALLL BEEP PERFORMED ONI Y�DUR DURING TO EQUIPMENT WITHIN E CONSTRUCTN E TIME PERIODS ASLLOWSHALF MILE OF HUMAN CORONA, CALIFORNIA 92879 3 3 OF LA DATE OCTOBER 1 TO APRIL 30: ARIDAY %J1) v17 66 a TYPICAL STREETV SECTION SSAT RDAY 8:00 AM TO 5:00 PM (EXISTING PRIVATE STREET) MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM NTS GARDEN WALL — SATURDAY 8:00 AM TO 5:00 PM " " LOT "C" LOT "C" 6"xB"xl6"PRECISION LOT "B" LOT B WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. - - - - - CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT "AH^ "AQ" 287 288 LOT THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 286 WELL SITE THROUGHOUT THIS PLAN SET. 1 265 CANANERO CIRCLE NOTE TO CONTRACTOR, QUANTITY ESTIMATE / 48 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE / PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY 284 291 290 289 49 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT 292 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME W 2 II OF CONSTRUCTION. 283 ¢ 47 299 EARTHWORK ESTIMATE I 293 300 50 FOR PERMIT PURPOSES ONLY I O 298 DONALI STREET r0 282 W TOTAL CUT (RAW): 525 C.Y. F- TOTAL FILL (RAW): 525 C.Y. Q 294 j 301 46 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT D 281 ¢ 297 O 51 3 L AVENUE 51 Uj o�-- N ~ U - AVENUE 52 o w AVENUE 53 0 W w a N.. AVENUE 54 U, SITN E 0 o Ii AV�ENU z o Y VICINITY MAP o AIRPORT BLVD a NTS � Do LOT- AKA BLOCK " 78 79 LOT "AR" O 76 77 80 81 WELL SITE ¢ 20 } x ~O 21 3 HAFLINGER WAY J Z u- 97 96 82 83 84 u.cc 75 LA 19 0 W -- ------ - -- 22 ¢ 98 ? 95 93 92 85 f- LU cc O a E 55 BOLD RULER WAY 74 0 cr 4 CHANT OMIT ONE HALF BLOCK AT SWALE FLOWUNE IN INCREMENTS AS z FL WALL FOOTING g SEE PLAN 99 86 N C7 NECESSARY TO PROVIDE EMERGENCY N 91 OUTLET FOR YARD DRAINAGE. 6" MIN. 23 94 OPENING WITH 2" MIN. COVER OVER 18 100 87 TOP OF FOOTING 73 p TYPICAL SIDE YARD FROM TRENCHING AND DETAILED GRADING. U 0 302 90 WALL OPENING DETAIL NOTE TO CONTRACTOR, GEOTECHNICAL RECOMMENDATIONS 1 280 295 296 cc PRECISE GRADING LEGEND 24 101 �Aqk S 8s 88 NIS THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES I it 52 45 > 102 TAR DRIVE AREAS:SCAPE 12"0 ROUND A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE Q 303 - - INDICATES CENTERLINE ¢ 17 I 72 103 W > METAL GRATE PER LANDSCAPE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD G/ACO - - INDICATES RIGHT-OF-WAY ?� 1 �I ARCHITECT'S PLANS. CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 A40 IyAY 4 - INDICATES EXISTING CURB AND GUTTER x 112 104 � TOG SEE PLAN)6" LANDSCAPE AREAS: NDS NO. 14 278 25 105 106 U)I ROUND GRATE OR APPROVED EQUAL. �+ UTILITIES 277 44 INDICATES EXISTING WALL W Q 111 wAR _ - Z 0 5% MIN MIN. 0.5� = - COACHELLA VALLEY WATER DISTRICT 760 398-2651 W 276 275 INDICATES W: WATER EXISTING UTILITY LINE MAIN, S: SEWER MAIN, AQ 110 Z�/ �- </ ���(��� / WATER LU I 274 16 M/ AAA 109 107 w SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 cr 53 W —s -- -- -- -- — INDICATES CONSTRUCT GRADED SWALE O 108 LU ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 I 257 258 CE 5 INDICATES EXISTING TOP OF SLOPE u. 26 71 113 fi/V� Q REDUCER IF REQUIRED % \< PIPE RISER GAS THE GAS COMPANY (800) 427-2200 Z 259 01 43 - INDICATES EXISTING TOE OF SLOPE 114 /� PLASTIC ELBOW TELEPHONE VERIZON (800 483-5000 O co 260 273 -I m o-----------------0 INDICATES PROPOSED STORM DRAIN 115 116 ''V// �/i , ;FOR PIASTIC TEE `r CABLE T.V. TIME WARNER (760) 340-1312 I O MONAROHO W INDICATES PROPOSED GARDEN BLOCK WALL 117 118 USA UNDERGROUND SERVICE ALERT (800) 227-2600 ¢ S 2 15 256 C/RCLE 54 w O 124 ¢ 42 INDICATES CONSTRUCT PCC CONCRETE Q 27 123 NOTE TO CONTRACTOR EXISTING UTILITIES I 261 a a 70 122 HE T� THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF 268 6 O AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA I 255 J -'� 272 OJ �' 121 120 119 J CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE U W \ / Z EL MAN-O- INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY U" 262 J 55 28 LL l 1— WAR COURT ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE I TT 267 U 41 14 0: 125 126 COMMENCING WORK. 254 O y M 271 / C4/ 69 127 THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM p� I U 128 129 13p HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR O =� 263 N 7 8 OT ? �u SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY i I O 40 10 11 12 13 THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN D ¢ 266 W = U 270 g 9pp 29 136 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA .I 253 to ¢I 56 CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE ¢ 135 68 134 REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS 264 p 39 / 133 132 131 REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE 265 0 269 \N PY — / 137 �OQX OF WORK. 252 38 37 33 32 30 y MACBETH STREET ANYCOMLETION DISCREPANCYD BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA TO POTHOLING. SE A NERD G�\FF�N 36 35 34 31 151` CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR IF SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CIRCLE PJ �'r 139 140 NECESSARY, MSA CONSULTING, INC. 67 141 142 143 144 CONSTRUCTION AFTER REVISIONS ARE APPROVED. 1 251 — p U� 1 250 MERV GRIFFIN WAY NOTE TO CONTRACTOR SITE CONDITIONS 57 66 \0 CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION 155 9 DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND / 58 59 60 61 62 63 64 65 PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. / O� RECREATION / THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, ABBREVIATIONS / 233 / 179 G 156 RETENTION INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE m OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 154 153 152 LOT "AU" OR MSA CONSULTING, INC.214 EAST INV INVERT 215 213 201 212 202 191 NOTE TO CONTRACTOR EXISTING SURVEY MONUMENTS NJ ISE NORTH SOUTH L.F. LP LINEAL FEET LOW POINT 234 190 180 1P 178 157 a u) THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE W AC WEST ASPHALT CONCRETE MAX. MIN. MAXIMUM MINIMUM v Y N F J J F cc EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR BC BEGINNING OF CURVE MOC MID -POINT OF CURVE STORM CAT COURT 2� 216 n 200 i5 181 v O W J 10 INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT BCR BEGIN CURB RETURN NG NATURAL GROUND 236 U) 211 203 192 189 N\ 177 163 151 3 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 219 n y 158 164 } ¢ REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. BSL BUILDING SETBACK LINE P/L PROPERTY LINE 217 y 218 C r n co O< 3: 145 C/L CENTERLINE PCC POINT OF COMPOUND CURVE O O 150 ¢ NOTE TO CONTRACTOR DRAINAGE INTEGRITY C&G CURB AND GUTTER PE PAD ELEVATION 236 w_ y0 < W 182 W I ¢ 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 280 220 �1 210 204 f� 199 193 188 W -I 176 159 162 165 U I Z WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE C.Y. CUBIC YARDS POC POINT ON CURVE m n O W 149 146 Z O CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE D DEPTH PRC POINT OF REVERSE CURVE O 229 G O C'^U ¢I yl APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE DWG. DRAWING PROP. PROPOSED 228 D CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT 231 227 205 tgg 187 VJ 160 161 166 U PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR EA. EC EACH END OF CURVE PVMT R/W PAVEMENT RIGHT OF WAY 209 221 194 183 175 ¢L1411 147 ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING ECR END CURB RETURN S.F. SQUARE FEET TNUND 2 MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. EP EDGE OF PAVEMENT S/W SIDEWALK ER GULCH GULCH WAY ESMT. EASEMENT TB TOP OF BERM WAY THUNDER NUISANCE WATER DISCLAIMER NOTE EX EXISTING 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 232 226 225 Q FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS FL FLOWLINE TOG TOP OF GRATE 224 223 222 208 207 206 197 196 195 186 185 184 174 173 172 171 170 169 168 167 A, INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED FG FINISHED GRADE TP TOP OF PAVEMENT O 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 TYP. TYPICAL HP HIGH POINT FEMA.THE INDEX MAP oFESS / THE PROJECT IS NOT IS COVERED BY INDICATINGM PANEL NOSPECIAL C FLOOD QP ONq� Dig S a f e l y HAZARD AREAS. 200' 400' 800' yQ�vpa D E q ro9 Rye/ DIG ALERT DIAL TOLL FREE NOTE, PERMITS m m 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' �� R�� c Exp.46-3 0019 SHALL BE REQUIRED FOR ALL WALLS. lS 77 lS INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 107, 108, 117, 118, 261 AND 262 3 LOTS 187-189 AT LEAST TWO DAYS NOTE CONCRETE BASIS OF BEARING sx 0 w BEFORE YOU DIG OF THE SOUTHEAST 1/4 OF SECTION / 9r y �,Q ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2018 Consulting, Inc. THE BASIS 15, TOWNSHIP OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE 6 SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AND COTO F R STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, MSA OF CA0 INCLUDING ALL ADDENDUMS. All Rights Reserved TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 DATUM). UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LANDSCAPE AREA DRAIN DETAIL �\ NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC =TOG OR 6" PVC SDR �i �n �� INV 35 (1% MIN) SEE PLAN `� 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 f� ^n 2 2 FF 2_ % MIN. 2-% MIN' GARAGE STOOP PATIO CONCRETE LANDINGS NTS NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. PLANNWry G ■ CE. ENGIIQ mNG ■ LAND SURVEYING BENCH MARK INDIO BM E99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE (Q � R.C.E. NO. 43880 DESIGNED 8 SMs APPROVED BY CITY OF LA QUINTA l 13 �8 CITY ENGINEER DATE R.C.E. 49418 EXPIRES 09/30/18 CITY OF LA QUINTA, CALIFORNIA SHEET 1 OF 3 SHEETS LOCATION R.R SPIKE IM P/P AT NORTHWEST CDR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). DRAWN BY SMS TRACT NO. 32879 - GRIFFIN RANCH PHASE 4 - PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 34200 BOB HOPE DRrvE ■ RANCHO MmAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 DATE $ I I8 l CHECKED BY JAB FOR PERMITTING PLANNING & ZONING r LOP 268 ! LOT 287 / - TW .495.20 PE (488.8) TW 495.20 1 11 d1$ 2 / P� (�i�%%.�) TW go 85 F 487.87 F 490.18 - - TOE- F 487,87 ,• - EX. BLOCK DATE DATE WALL ---Top roP -� L MA ABRIEL R 490 8 BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA ITY OF QUINTA J h 490.8 115.47' TW 495.88 115.73' 489.7 TW 495,88 49 496.80 EX. BLOCK FG �9'7TF 88.54 FIG TF(488.54)\STOP zo WALL N TW 496.80 FG v \Toe �` LOT 105 LOT 9®� v o TF 490.13 .� a TF 490.13 a I �. 0.5 �I 59 PIE (40�.�) .. .. .5% -> .. _ e- .. e- .. ..off .. .. \ P� (�i��.�) U do 1~ f 4 0.50 N! f 489.40 TW 480.00 TW 480.00 TW 479.33 TW 479.33 0 ' ; �0 26.06• FL -HP FL-HP472.673 TF 472.67 F 472.67 3 TF 472.67 r 11 TF 2 ' -w 6.08, 1 - y s 44,26_ cr 21 2a�g3:39-- 2:1 113`00' :n 2:1 I� TOG 490.15 5 TOG 489.10 TW 479.33 472.4 -- - -- 0 / INV 488.770 INV 488.77 1 INV 487.77 5 IN 4979670 5 -. - TF 471.33 FG 472.4 471.8 o FG FIG o 471.8 O n o C .. .0. % `4 TW 478.67 a FIG o 0o 0 n n 491.03 ;i 489.93 �.. �..�.. 47�. �0,6%.. 470.67 O00 Fs LOT 262 FS TOG 471.80 2.to �, 471.50 LOT 261 EX. BLOCK INV 470.47 5 472.65 FL -HP 13:41' TOG 471.20 472.19 FL -HP o PLAN 4A 4s1.27 - 2%l ;T T PLAN 4B 4so.17 % iT WALL 14.r Fs 472.s7 INV 469.87 Fs 472.27 `~ o FS FF 490.37 Fs FS FS _+ 3 FF 491.47 PE 490.8 3 I PE 489.7 ®I 2 5 TOG 471.80 I j 5 2 5 TOG 471.2 i 10' I 20.5' i' I _" L-95.00' 2 472.87 INV 470.47 1 I 412.27 INV 469.8 I L=95.00' I CHIMNEY I 10 6 CHIMNEY 6 5-1.19% . I FS I I FS 2 I: PUE TI 6 L=95.00' 2 T I S=1.00% z ILO IT 283 i �I I _ O s=1.00% L=95.00' III !�I� I.IT PE (4S9"9) �I LOT 108 �T 3 LOT 107 L=97.00' s 3 o n i 5=1.77%�6 I I . o' �D L=94.00' 6 I S=1.24% N 491.14 MI L' c M 6 PLAN 2A s=1.3s% Fs �'•� 1 IT L Fs "''', 1 �'� �I s=1.00% FF 473.07 IT ., PLAN 2B 1.z7 2% 1 o.n 2% - I� A 1 FF 472.47 LO FS FS®.. o �:1 PE 472.4 , 116.46' ® 1 TI T 'T T d �9 0 1 I PE 471.8 .n I I I. _. o �I CHIMNEY I d`I I. f o rqI ' • I: II: I- °� N rn II Go_ ' 1 491.03 1 I 489.93 1 i_ �1 6 L=95.00' CHIM 1 25' °,r° �o TI 2 FS 24.74' II� 2 FS 32.7' TW 495.88 I ol1 5=1.00% NEY-_® v ° TF 488.54 �I 1� 472.14 O a FS 490.97 491.27 : I FS 489.87 490.17 3 472.87 472.87 472.74 I . 1 _ o ao m I I' 472.27 472.27 FS q TW 495.88 FS FS 1 �I 2 ao n I FS 490.77 FS FS 89.67 FS FS 2 4 o 0 _ 491.27 i 490.17 3 TF 488.54 110 I FS FS < t n r TW 496 80 ` FS TW 496.80 1 496.80 I TW 496.13 3 FS a H o_ I o : I v 490 50 TF 490.13 TFTF 48 TW 495.88 TW 495.88 FS 472.13 = o T1 FS 472.13 0 4 TF 490.13 TF 490.13I N a\ a I I:N I I �� FL -HP r� F89. P 4 y� L N 489.40 TF 488.54 2 S2 63 1`a FS 471.93 n 1 N FS 471.93 4 I TF 488.54 I II I - 1 - IN I I 471.50 2 472.03 1a �, TW 478.00 I m \ yl GF 4980 -- 4 490.50 3 I1� GF 489.70 W;a 4 I. 3 1 472.10 "' ��1 FL -HP F "`�° �, TF 470.67 3 :I FL -HP 1:12• FL -HP I FL -HP 472.63 F I I: - _ I --------- -'� 472.71 ° - 4 i 471.50 J: I TW 78.67 �� I 491.17 I 489.94 FS 472.03 472.11 IpF v FS-GB I O 1 a FS O a �� 3 F 471.33 i : j FS F ,h -AP 1 490.60 1.� 2 t _ a i FS 2 GF 472.52 1� S 2 GF 471.92 S O n 11'N I N h �: R \ N FS I I 1I 1 I� !$ I. 6�Y•I 1 - r I T�- \ ro n.1 TW 478.67 F a° af, 6\' 0 a a TW 479.33 n . I 472.05 1I 471.43 � i � Ic"ivn o .2 i 471833 FS 1° TF 470.67 FS 0 •� ,n I i I a TF 471.' 2.00 I r�i 47 I 471.40 ao co m .. 100.87 - "' °D 1 15.73' .. .. FL -HP n I : 1478.00 _. -- - - - ^ . --- - - -- .. 1 r II rF 470.67 FL TC 489.36 TC 489.26 TOG 488.59 TLC 488.51 - TC 488.43 TC 488.32 TOG 488.04 TC 487.93 \ 471.70 `� - iy% �� `� I+ TC 488.98 7 7 INV 487.09 - _.... _ INV 486.54 �-� FL -GB 4 3 w TW 478. 7 Bt . ° :I 471.10 4 TW 47 -Do ej ►f ° 3@ r^ I TOG 489.36 TOG 488.48 TC 488.35 1O o o TF 471.33 N rn Aa I 1 FL -GB 3 TF 47 .67 ry •'.e N INV 487.82 INV 486.82 1 N ` TIC 471.32 --�61- 42� o L°p _ - 18,: �to7 TC 489.06 770G 47SEA HERO CIRCLE ? INV 469,51 7 TC 470.96 - - C 470.78 TOG 470.64 TC 470.32 - ---_T - - -I- - T - _j ��'°o�� INV 468.92 7C 470.1915+00 14+00 13+00 in TC 470.91 7 TOG 470.69 TC 470.2TOG 470.17 '- 0 TIC 470.87 INV 469.19 TC 470.67 7 INV 468.67 1s+oo --- _ WAR ADMIRAL DRIVE I - �� - --- - 17+00- - 18+00 TOG 471. TOG 470.89 TOG' 470.71 ( ❑O P/L �� TC 471.3g NV 469.744 7 7 INV 469.39 10 INV 469.18 7 TC 470.16 W TIC 471.11 o TIC 470.47 TOG 470.04 TW SEE PLAN SIDEYARD WALL: -- - - TC TC 470.96 a TIC 470.65 TIC 470.29 INV 468.54 7 M i 8"x8"x16" PRECISION ` -_ 471 16 TIC 470.97 TIC 470.87 0.55% TC 470.60 TC 470.42 0.82% TC 470.04 0 BLOCK GARDEN WALL �O �� _ - -- 3' MIN 2' 2' 3' MIN . -- _ E 124.95 - - -- . - - - vi n Go 1 o f I Q M M° O 11 - o z w <v TI oo n 1 472.00 W J 1' FS _ I� TW 478.67 rill as IFS 2 2 1 1 \ I I m . i 472.60 �!: I °no I�o FG 472.6 Ti GF -�� GF 472.18 1' 471.70 Q I I GF .� TF 471.33 I �' I i :1 L=° 472.71 1 472.16 i 472.47 I FL -HP PAD ELEV FINISHED I'I� _ 93.00' a I� 4 471.70 1 z FS �. I z (HIGH SIDE) FLOOR �1 S=1.pp �� 4 472.30 I. FL -HP I 472.22 v TW 478.00 PAD ELEV m ° % FINISHED (LOW SIDE) . , T 7y 0�- �� FI -HP I� 01 FS �N . 3 F�71.33 1 4 m TW 478.00 �� o }1 47 _ 9.95' I . i2.34 0 11 2 92 TF 471.33 y a, ��/%� �' N : i 2 3 TW 478.67 3 .I 4FS72.47/ 472.34 N1� I LOT 118 I. 2% TO 20 O �� A, �' C 3 F 47 I I �00 �� ��j�i/ /�i�\ j�� MIN RET INING WALL •00 CHIMNEY i , TW 479.33 i �N 472.94 i. + REQUIRED IF FG 473.7 PLAN 3C h� MORE THAN 12" �0p 1 FL 2 p0 4 �473.07 L=100.00' 0 38.83' I g TF 47 47 ' FF 472.87 L=as.00' o 5=1.72% I MIN �, sa 5=1.30Z s a 1 L=89.00' PE 72.47 ,:0 j k. TW 47867 LOT 117 N I S=1.05% FS FS 11 0 TF SEE PLAN Q (� I I� �. 6 472.47 472.47 IVVVo ®� CI,I TF 472.00 3 PLAN 1C i � i ° to 3 TYPICAL GARDEN WALL SIDE YARD DETAIL �,I l�yn �. 47327 II; " 472.47 (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) CHIMNEY PE 4j2 Gil iI 3 yi �° FS is 1i NTs CONSTRUCTION NOTES QUANTITY ESTIMATE 13'S• 473.07 I >\ 472.47 1I SHEET 2 FOR PERMIT PURPOSES ONLY 3 FS3'07 y �i �"' ITS 47,3 472.47 / NOTE REGARDING WALL ELEVATIONS CONSTRUCT 4" THICK P.C.C. DRIVEWAY s 544 SF Al-2,729 SF 87 I 07 Fs 2� sa I r I REARYARD WALL: P L GARDEN WALL AND GARDEN WALL/RETAINING WALL TOG 2 iI 9 27 �! 6"x8"x16" PRECISION 2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 72.00 I 472.19 a TOG 471.40 HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE INV 47p y 5 BLOCK GARDEN WALL 6> 5 FS NV 470.07 SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE TOG 47.07 1 E O3 CONSTRUCT 6"xa"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,305 LF 47 i 5 INV 470.07 1 0 % 0. % PUE 1 20'5' 0 VARIES 2' MIN. SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF _ 0 2.87 .. .. E- .. -� WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS 5% FS 5 j OG 472 O0 471.70 1n 1 1 m ON THESE PLANS ARE NOT NECESSARILY IN BRICK O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET N0. 1 12 EA NV 470 67 FL -HP n o ,.� INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE TF 479'33 � �.5% N o oor,� II N o_ FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 12 EA 472.00 472.6 472.30 � TW 478.67 "� 1n FG EX. BLOCK F n a STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. - -� WALL L-HF F 471.33 d'`ra I I 472.6 1.0 EX. BLOCK 472.0 co O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,132 LF �4 94.96, FIG FG WALL FG 3 TW 479.33 2 7 _ --- ,- 16.92' 138.62' = O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 12 EA TF 472.67 478.67 '-"----yl TOPS' -TO FINISHED 2' VARIES TF 472.00 -_-TOE _ _ _ - 1 -'-POE -� _ 2:1 ` " -_. TOP 2:1 2:1 FLOOR BENCH LOT 129 TW 478.67 TW 478.67 TW 478.00 TIN 478.00 TW 478.00 + PAD ELEV NOTE TO CONTRACTOR- QUANTITY ESTIMATE TF 47z.00 TF 472.0o TF 471.33 TF 471.33 TF 471.33_- i 2% T, - -- _ 1%^III) ;� LOT 119 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE o , �,�;��j PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY PE (4T0=9) PE (470.3) % ' >/ /\ ✓ 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 PAD ELEV BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME x=�..�.�.`'� :, ,;-_-�-.- ..a I lo., �A��r_/ /��' ���%;• (SEE PLAN) OF CONSTRUCTION. \ NOTE UNLESS TREGARDIING GRADES, HERWISE STATED: TYPICAL GARDEN WALL REAR YARD DETAIL FINISHED GRADE AROUND BUILDINGS = PENTS OFESSI O QA ONAI hQ�� d p. DE t4To9 Dig AlertLIJ m m DIAL TOLL FREE C43880 °C Exp. 6-30-19 zo 0' 20' 40' 60' 80' f 2n 26c C C / y 1'voo_LL�_Lv00 © Copyright 2018 9p Q te AT LEAST TWO DAYS MSA Consulting, Inc. SCALE 1 "=20' F OF CAO BEFORE YOU DIG All Rights Reserved T BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM s99 ELEV. 499.71 sms CITY OF LA QUINTA, CALIFORNIA 2 PLANNING ■CIVIL ENGINEERING ■ LAND SURVEYING (/��1 43880 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE � �1! DRAWN BY TRACT NO. 32879 -GRIFFIN RANCH MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS Z 13 18 OF PHASE 4 -PRECISE GRADING PLAN 3 34200 BOB HOPE DRIVE m RANCHO MIRAGE m CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 CHECKED BY BRAN MCKINNEY DATE TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 �8 �� CITY ENGINEER LOTS 107, 108, 117, 118, 261 AND 262 JAB R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS PROVED FOR PERMITTING DING & ZONING, COMPL I ---10? ,, K , bk-oc WALE Dig jAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO.1 REVISIONS t,ow Pa c ® Copyright 2018 MSA Consulting, Inc. All Rights Reserved APPROVED DATE MSACONSULTING, INC. DC34200 ANNING m CIVII, ENGINEERING it LAND SURVEYING BOB MOPE DRIVE m RANcuo MiR.AGE m CA 92270 - - - TELBEtIoNE (760) 320-9811 ■ FAx (760) 323-7893 roe 0 — ■ R e,?0 Ess1oNq� DE (q CO P 099 n,� o w C43880 m Exp. 6-30-19 VTF Q� OF:CA1-\�' BENCH INDIO BM #99 ELEV. 499,71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUIN' MARK SMS 43880 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATUREcp:� BY MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN -0(iDRAWN JULIAN A. DE LA TORRE DATE SMS h POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 CHECKED BY BRY N MCKINNEY DATE CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/18 DATE GABRIEL PEF&Z DATE LEBUILDOI�G OFFICIAL PLANNING MANAGd, F LA QUINTA CITY OF LA QUINTA I CONSTRUCTION NOTES QUANTITY ESTIMATE SHEET 3 FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 1,863 SF I O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,259 SF I CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,084 (/ ILF PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 678 'LF � ! I INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO.' 1 6 EA OSAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 190 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 OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE I CITY OF LA QUINTA', CALIFORNIk' -- - TRACT NO, 32879 - GRIFFIN RANCH PHASE 4 - PRECISE GRADING PLAN LOTS 187-189 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 ! SOUTH, RANGE 7 <EAST, S.B.M. j. "