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PG2018-0001, PG2018-0005, PG2018-0012CITY OF LA QUINTA GENERAL NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 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 -f b �s��+ J I 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 AMES WIATRAK DATE GABRIEL PE DATE BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY BUILDING OFFICIAL PLANNING MANAGER STRUCTURE ON THAT PARTICULAR LOT. CITY OF LA QUINTA CITY OF LA QUINTA 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. HIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS PHASE 4 PRECISE GRA PL DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED AN BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. DINO 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING HE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. ':256 AND 261, 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE LOTS 107y 108y 117y 118y 187�189y GROUND SURFACE WITHIN HE 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. PUE 10 R/W 20.5' C/L 20.5' R/W 10' PUE 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. Y 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 FORS m � RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS TC SEE PLAN TC m m 0 /'� TP SEE PLAN PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY LENNAR COMMUNITIES, INC. j/\'/,a/\"\v\/ .37 EX. WEDGE PAVEMENT EX. WEDGE ENGINEER./., �i!i<�///. Mqx o 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE ��VA A/A CURB 2% 2% CURB 980 MONTECITO DRIVE, SUITE 302 /� FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN �✓ % -A%V /V�\ �'; A��. -: v��� /�; OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: CORONA, CALIFORNIA 92879 OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM (951) 817-3663 EX. COMPACTED SUBGRADE SATURDAY 8:00 AM TO 5:00 PM TYPICAL STREET SECTION (EXISTING PRIVATE STREET)NTS GARDEN WALL 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" LOT C LOT C 6"x8"x16"PRECISION WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. - - - - CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT "AH" THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 2$7 288 LOT " SITE 288 THROUGHOUT THIS PLAN SET. WELL SITE 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 ¢ 299 47 EARTHWORK ESTIMATE I 2s3 300 50 FOR PERMIT PURPOSES ONLY I O 298 DONALI STREET TOTAL CUT (RAW): 525 C.Y. r 282 ¢ F. TOTAL FILL (RAW): 525 C.Y. 294 301 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT D 2B1 ¢ 297 51 4!16 O 3 - U LOT�AK" BLOCK " FOOTING - T C1 cc) NECESSARY TO PROVIDE EMERGENCY iv OUTLET FOR YARD DRAINAGE. 6" MIN. 18 23 100 m 94 91 OPENING WITH 2" MIN. COVER OVER 87 TOP OF FOOTING 73 p FROM TRENCHING AND DETAILED GRADING. U 90 TYPICAL SIDE YARD /Y 0 302 WALL OPEN NOTE TO CONTRACTOR GEOTECHNICAL RECOMMENDATIONS I 280 2s5 2ss PRECISE GRADING LEGEND 24 101 Oggr OPENING DETAIL S ss 88 THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES LL 45 102 TAA • 12'0 ROUND 52 > 17 DRIVE A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE I Q 303 - - INDICATES CENTERLINE ¢ I 72 W 103 > METAL GRATE PER LANDSCAPE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD G/qC0 - INDICATES RIGHT-OF-WAY 3 I ¢I ARCHITECT'S PLANS. CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 MO IyAY 4 _ _ _ _ p 6" LANDSCAPE AREAS: NDS NO. 14 .. _ ,_ ,._ �.�,.. _,..: INDICATES EXISTING CURB AND GUTTER X 112 104 TOG SEE PLAN 278 W 25 105 106 wI ROUND GRATE OR APPROVED EQUAL. UTILITIES 277 44 INDICATES EXISTING WALL -3 111 ¢ 0 5 IN 0.5 276 INDICATES EXISTING UTILITY LINE Q WqR 110 Z WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 W 275 Uj W: WATER MAIN, S: SEWER MAIN, 1- q0 .Z/�''���A, '•� „� .<��.,..� �� �.,.,. SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ¢ I 274 53 w -, -s -- — INDICATES CONSTRUCT GRADED SWALE 16 M/Rq� 109 108 107 0 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 U~j I 257 258 5 - - INDICATES EXISTING TOP OF SLOPE LLL 26 71 113 114 OA/V� g , a REDUCER IF REQUIRED \ji PIPE RISER JZ GAS HE GAS COMPANY (800) 427-2200 Z 259 0 43 - - - INDICATES EXISTING TOE OF SLOPE mm TELEPHONE VERIZON (800) 483-5000 O 260 ¢ I o------ ----- - INDICATES PROPOSED STORM DRAIN 115 ��� �� PLASTIC ELBOW ONAR HO 273 54 a ----------- 27 124OR PLASTIC TEE ¢ I CABLE T.V. TIME WARNER (760) 340-1312 Iw INDICATES PROPOSED GARDEN BLOCK WALL 116 117118 v��A USA UNDERGROUND SERVICE ALERT (800) 227-2600 ¢ 256 S C/RC = 15 CE 5: 42 INDICATES CONSTRUCT PCC CONCRETE ¢ y 123 NOTE CONTRACTOR- ONOF D R OCDORITIEXISTING UTIES SHOWN ON THE LLITIESTHE ANS RE OBTAINED FROM A REVIEW OF QQI 261 268 ¢ g ~O 70 122 HE T AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA �.j T • J 272 J Z 121 120 119 INV SEE PLAN CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE HE ACCURACY NOR THE COMPLETENESS OF THE 255 U HT. \ / INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ¢ H j 55 1LLi� MAN-Q- LANDSCAPE AREA DRAIN DETAIL U 282 41 28 /- WAR COURT ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE (. I 267 � 277 14 ir / � 69 125 126 127 NTS COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM r. 254 I W I U HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR O = 263 NO 7 8 ? 128 129 130 9" SQUARE DRAIN (OPEN O �4 BOTTOM) OR APPROVED SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN D I W 266 U 27Q 40 9 10 11 12 13 9q 29 g 136 EQUAL WITH STD. H-20 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA , I 253 U CLI 56 135 RATED GRATE CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE Z / 68 134 182 131 TC SEE PLAN TC = TOG REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS 264 O 39 133 1% MIN REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE 265 �N PY - / 137 COMPLETION OF SAID WORK. 269 \FF\N 38 1' �' \ \ ' / / // 30 O y MACBETH STREET�� ' ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA 252 SE G� 37 36 35 34 33 32 31 CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF A HE NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN RO CIRCLE �P 67 �p� 138 �tv 140 141 142 143 144 i A/ '�'�'� isti�A��/�/\��'�AA/VA��A����AA/"�- ��� 4 OR 6" PVC SDR CONSTRUCTION AFTER REVISIONS ARE APPROVED. I 251 - O O c INV 35 (1% MIN) NOTE TO CONTRACTOR SITE CONDITIONS I 250 57 MERv GRIFFIN WAY �y� N /joo� �w sEE PLAN P \ \ EMOVABLE GEOTEXTILE FABRIC CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION 86 155 to /ylJo ) FOR EASIER CLEANING DURING THE COURSE OF CONSTRUCTION OF HIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND / 58 59 60 61 62 63 64 65 `.��/�/% �' 3/8" To 3/4" WASHED ROCK PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. / 9 RECREATION / 12" 3/8- O 3/ THICK THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, / 233 179 L RETENTION INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE ABBREVIATIONS / 156 0 GEOTEXTILE FABRIC 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. JE EAST INV INVERT / 215 214 213 201 - W BUBBLER SYSTEM (SPEE-D BASIN)n NJ NORTH L.F. LINEAL FEET 212 202 191 \ � I_ � S SOUTH LP LOW POINT 190 180 178 NTS NOTE TO CONTRACTOR, EXISTING SURVEY MONUMENTS 234 v� t57 1 a _j THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN HE INTEGRITY AND LOCATION OF THE W WEST MAX. MAXIMUM N � F X AC ASPHALT CONCRETE MIN. MINIMUM STORM CAT COURT 'y O W EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR 7s INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT BC BEGINNING OF CURVE MOC MID -POINT OF CURVE 216 n 200 181 O I O RCR BEGIN CURB RETURN NG NATURAL GROUND 235 N 211 203 192 789 N1 177 163 t64 } 151 U ^ n 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 156 711 2 O 2 REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. BSL BUILDING SETBACK LINE P/L PROPERTY LINE 217 218 219 C 9 n ¢ J C/L CENTERLINE PCC POINT OF COMPOUND CURVE N O Off. O � 150 145 ¢ FS 2% MIN. FF 2% MIN. NOTE TO CONTRACTOR DRAINAGE INTEGRITY C&G CURB AND GUTTER PE PAD ELEVATION 23s �0 90 m I� w--� C.B. CATCH BASIN PIG POINT OF INTERSECTION/GUTTER FL 230 P10 204 6 199 193 188 W 182 176 159 162 165 V Z THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE G� C.Y. CUBIC YARDS POC POINT ON CURVE 220 C1 W Iy 146 WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE t� n 149 CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE D DEPTH PRC POINT OF REVERSE CURVE 229 O ¢ I O DWG. DRAWING PROP. PROPOSED APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT 228 A y ¢ / CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT 231 227 205 -i EA. EACH PVMT PAVEMENT 209 198 194 187 V 183 175 160 161 166 Q 148 147 PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR EC END OF CURVE R/W RIGHT OF WAY 221 MODIFICATIONS ALTERATIONS IN THE BY DRAINAGE SYSTEM HISSUBCONTRACTOR,BY ANY SUCH STRUCTURES OR. OTHER GRADING ECR END CURB RETURN S.F. SQUARE FEET THUNDER GULCH GULCH_WAY GARAGE STOOP PATIO THE PROPERTY EP EDGE OF PAVEMENT S/W SIDEWALK ESMT. EASEMENT TB TOP OF BERM wAY THUNDER CONCRETE LANDINGS NUISANCE WATER DISCLAIMER NOTE- EX EXISTING TC TOP OF CURB - - - J NTS EXCESSFAILURE OFOVDRYWELLS,TION OF RETENTIONNDBASINS, HARDSCAPE PERSISTS,NG, IF IT OR PAVEMENT.NT THE DESIGN IN SHOWN DAMAGE HERE N OIS FL FLOFINISHED WLINE FLOOR TOG TOP OF GRATE F TOP OF FOOTING 232 226 225 224 172 171 INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED FG FINISHED GRADE TP TOP OF PAVEMENT 223 222 208 207 L2O6 197 196 195 186 185 184 174 173 170 169 168 167 O• 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 1st SUBSTITUTE MYLAR INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. GF GARAGE FLOOR TYP. TYPICAL HP HIGH POINT Q FEMA, INDEX MAP OFESS/ Dig S a f el y THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. QP ONq THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD HAZARD AREAS. 0' 200' 400' 600' 800' y�Q p. DE (qSEE ro9 DIG ALERT DIAL TOLL FREE NOTE, PERMITS C43880 m 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 „=200' (03 R • Cr Exp. 6-30-19 SHALL BE REQUIRED FOR ALL WALLS. Iz AVENUE 51 w zo- H - -' 001 AVENUE 52 z O � w AVENUE 53 NUJ W Ci � a v~i AVENUE 5411 @� W SITE 0 W P. z o N AVENUE zz r a VICINITY MAP a AIRPORT BLVD NTS � O 78 ' 9 76 77 80 81 LOT "AR" WELL SITE ¢ 20 y HAFLINGER WAY 21 Z CC LL 97 96 8P 83 84 LL Cc 75 _ 19 O W ¢ 22 g8 >_ 95 93 92 85 ¢ W 0 O E 55 2 ccOMIT 74 gg a CHA/y ONE FLOWLINE I BOLD RULER WAY INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 107, 108, 117, 118 AND 261 3 LOTS 187-189 AND 256 —_ _—_ AA i THIS MYLAR IS IDENTICAL TO THE QPpFESS/ON 9 MYLAR APPROVED BY THE CITY ENGINEER ON 02/13/18. EXCEPT FOR p DE <qT Fy THE REVISIONS NOTED HEREON. 0 rm Qw ,vp � . 6-30 Exp. 6-30-19 i 1-S AT LEAST TWO DAYS `- BEFORE YOU DIG NOTE CONCRETE BASIS OF BEARING m� c / \ �P —� -°' �° —' ' —' -' mr 0 / y • ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2018 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF HE SOUTHEAST 1/4 OF SECTION 97F OQa '9T OQ Z?aC2�� 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 OF CAL\F JULIAN A. DE LA TORRE OF CALF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INCLUDING ALL ADDENDUMS. All Rights Reserved TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 DATUM). BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM *99 ELEV. 499.71 /� C, $MS CITY OF LA QUINTA, CALIFORNIA 1 DELETED LOT 262 FROM PLAN SET AND ADDED LOT 256 PLANNIING ■ CiviL ENoDmut NG ■ LAND SuxvEywo LOCATION / �j i A� 43880 DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH 1 R.R SPIKE IM P/P AT NORTHWEST CDR. AVE. 50 AND SIGNATURE LX y l (� � �g OF MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE ID SMS PHASE 4 - PRECISE GRADING PLAN 34200 BOB HOPE DRrvB ■ RANCHO MiRAG6 ■ CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 CHECKED BY B AN MCKINN DATE SHEET 3 TELEPHONE (760) 3209811 0Fax (760) 323-7893 6�f� �� JAB R.C.E. 9141E8R EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OFCOvSECTION R15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS PERMITTING NPLANNING & ZONING A /o i 1-1-4W1.4/ I + �l 3 T1 PE 490.8 3 i' I CHIMNEY L=95.00' �1 L=95.00' 2, 6 �i 6 S=1.11% 5=1.94% I f b I 491.14 I11, N I too.,'I I � 49I1.27 FS I��� I FS I, \! I I M i iI TI 1 491.03 2 OD i a . TI FS o'O 491.27 FS 490.97 .66 o IFF-41 FS 491.27 FS 490.77 ' P ( o �� TI FS ri 3 I 491.17I 4 490.50 I, FS_GB FL -HP cy 3 TW 496.80 I 490.50 I - F 490.13 8, 4 FL -HP - GF 490.80 � \ j FS 490 60 I FS 490.10 r S a 1 6" STEP 1. o N I I a o I 100.8T r' N ( \ TC 489.36 TOG 48�J33 7 TC 488.66 TC 488.57 INV 487.72 \ TC 488.65 7 TOG 488.53 NV 487.03 SEA H 1 p - -7 - - 14100 - - FINISHED FLOOR A , PAD ELEV (LOW SIDE) MIN 2' G SIDEYARD WALL: 8"x8"x16" PRECISION BLOCK GARDEN WALL 2' 3' MIN PAD ELEV- (HIGH SIDE) --- Tin% - MIN FINISHED FLOOR r MORE THAN 12" LOT 267 '495.20 �� (4��.�) TW 495.20 / �G 487.87 TOE F 487.87 JAMES WIATRAK DATE GABRIEL PEREZ DA E .,EX. BLOCK 11UIL WALL., TOP 1 TOP 1, `/ CITYDOF LAFQUINTA CITY OF QUAINTA 1 1 ter_::.:: _� _--f G9. TF 488.54 �- l Boa i . I�®T '�®� 5.73' TW 495.88 ` To LOT 105 2 N ` e PE (,673.3) 1 TW 480.00 PE 6673.8) TW 480.00 TW 479.33 TW 479.33 TF 472.67 3 TF 472.67 F 472.67 3 TF 472.67 I I i� _ 2:1 _ 2„5339' ar - 2:, -,16E0 -ros -2:1 181 .TOG 489.00lJ TW 479.33 472.4 - - - FG 472.4 TF 471.33 FG _ 471.8 EX. BLOCK WALL ®j LOT 263 PE (489.1) , A (PAD ELEVATIONS DO NOT EX TESED 1' VERTICAL DIFFERENTIAL) CONSTRUCTION NOTES QUANTITY ESTIMATE SHEET 2 FOR PERMIT PURPOSES ONLY NOTE REGARDING WALL ELEVATIONS- CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,441 SF REARYARD WALL: P/L GARDEN WALL AND GARDEN WALL/RETAINING WALL O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB /WALK 4,863 SF 6"x8"x16" PRECISION HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE BLOCK GARDEN WALL SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,250 LF VARIES 2' MIN. 71WALL SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF o ELEVATIONS AND TOP OF FOOTING ELEVATIONS O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 10 EA m ON THESE PLANS ARE NOT NECESSARILY IN BRICK INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE 12 EA o FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 IL ° STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. CIDO6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 950 LF 3 O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 10 EA 1 2 FINISHED 0° 2' VARIES FLOOR I BENCH PAD ELEV 2V TO 2O% 3 0 MIN TYPICAL GARDEN WALL REAR YARD DETAIL NTS Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG :@! REVISIONS APPROVED I DATE ELEV PLAN) MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES - UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE © Copyright 2018 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CrvB. ENoimmINO ■ LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MwAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 P C ` ( 4479.3-1 473.2 ----IF 471.33 QTC 477.32)/ 1 0 0' 20' 40' 60' 80, SCALE 1"=20' INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERI R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE C/ MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 L6V u ulaw PE (470.9) QPOFESSIONq! DE "moo a p. CqT [q Jv y9 Z w C43880 m Exp. 6-30-19 \F OF CA��' Oa 43880 SMs DRAWN BY ,�j DATE SMS 'L• �„ - I.3 9IIIIU�y CHECKED BY B AN MCKINNEY DATE ` CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/18 _- TC _447017 86.6767 7TINOVG 4 5 _ ..5._ /E 1a+00 TC 470.16 W 470.65 TC 470.47 i TC 470.29 INV 468. 7 ' 470.60 TC 470.42 0.82% TC 70.04 �y 124.95' jj'j1�. j�Eg9 r I \ c I^ N --� z FS2.00 2 i O W 2 1 I� \ m GF 472.18 471.70 472.47 It/FL-HP Q I FS 472.22 3 TW 478.00 I FS �cV . F 471.33 I 4 0 so I FS2.34 I" 472.47 472.34 FS FS LOT 118 1 f PLAN 3C1. FF 472.67 L=89.00' 6 PE 472.0 S=1.72% 5% 472.47 472.47 FS FS 11 3 a I: 472.47 11 2 FS I y� 472.47 I FS .47 I I . 2% ... % f`. 27.6811 m JL- 472.19 TO 471.40 FS 5 INV 470.07 10• I 1 I 20.5' PUE .I 471.70 I FL -HP cli o oon M � a, i 472.0 FG 138.62' 1 - _ 2.1 478.00 LOT 119 TTF 471.33 PE (470.3) 1 2ND SUBSTITUTE MYLAR THIS MYLAR IS TO MYLAR APPROVED IDENTICAL THE CITYHE QPOFE33/pA,4, ENGINEER ON 18 EXCEPT FOR � P. DE t4 r Fy_ THE REVISIONS NOTED HEREON. h °.y � m Z Qw C43880 'Z r Exp. 6-30-19 JULIAN A. DE LA TORRE qrF Op CA��FCQ CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 32879 - GRIFFIN RANCH OF PHASE 4 - PRECISE GRADING PLANQ 3 LOTS 107, 108, 117, 118, 261 AND '@@'Q■ PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS PG 2oI S - ®o t22 FOR COMPLIANCE / Y LOT 267 / CO b LOT 2�� vm E (488.8 TW 496.8s TF 48�8� PE (686.8) TIN 495.20 Toe F 490.18 EX. BLOCK TOE 487.87 L�� TF 488.54 ,•_.-. WALL TOP 490.8 \ ,15.4T 490.8 TW 495.88 115.73 489. TW 495.E FG EX. BLOCK FG 0 FG TF 488: 4 r , TW 496.80 WALL rn TW 496.80 99.7 rn TF 490.13 a TF 490.13 U O/ SJ �%. N 05% 0�N 71' 490.50 1/ 489.40 �. 4j•7J• FL -HP - ( FL -HP M------- -- - - -- LBUILDING MES WIATRAK DATE GABRIEL P EZ ATE OFFICIAL PLANNING MANAG TY OF LA QUINTA CITY OF LA QUIN A LOT 108 L ` PE (,673.3) I I TW 479.33 TF ff 0 _y. ° ) _ °' 44.26 -. 06338'-- �" -Ic:e 21 2:i _ 4 TOG 490.20 /48 OG 489.00 TW 479.33 472.4 - _._ - --- o - -- 472.4 471.8 -- , - -- - 3s - - -- m r TOG 490.10 TOG 489. 5 ". TF 471.33 FG -� - 471.8 n c� 5 INV 488.87 INV 487.77 NV 487.67 o FG FG o o n o INV 488.77 N FG o cO 0 0 9 N TW 47 8.66� n 2 3 1 1 .I ..�0.6%..�T .. 0. �..�. E-.Ott. OTC%.� .� °° _ _p49,.D3 LOT 261 is LOT 2 TOG 471, 0 472.1 �, 471so- 1- FS ' 1 IEX. BLOCK ` INV 470.47 5 472.65 FL -HP 13.41' TOG 471.20 472.19 FL-HP472.27PLAN 4A IT IT PLAN 4 wALL ) FS,1.27490.17 2%, 14.1' 472.87 INV 469._87 o' I Fs FF 491.47 I I: FF 490.3 Fs Fs FS 3 I I' I f 'I 2 TOG 471.80 TOG 471.20 I 5 1 5 1 10' 20.5' PE 490.8 3 PE 489.7 } 472.87 I 472.27 INV 469.87 , I L=95.00' a: II 2 INV 470.47 1 I._ I. L=95.00' `} -CHIMNEY I CHIMNEY v 5=1.19% �� ! , I I . 1 FS 2 I. PUE Ip ;1.. 6 1 I. TI I L=95.00 2 L=95.00' 6 I III S=1.00% .2.`. IT pt j LOT 283 IT I IT , C I g 5=1.94% 1IJ 0p I I I I TS=1.11% , I'M j._, I o` (�[ (���,9) ��^ Ifl LOT 108 L=94.00' 1 3 LOT 107 L=97.00' <� j 491.14 1 In°'j I[I 490.04 MII ` ®�' 6 L=96.00' PLAN 2A 5=1.36% 6 j 5=1.24% ( ! I �' 1 Q r, s=1.00% FF 473.07 T I PLAN 2B ,T o 1 E-- Fs ill ITS' SIT [ l Fs �: PE 472.4 1 s.4s' o., 2% 491.27 o c,l 4 7 1. FF 472.47 I. I i I, ��1 I. � V' � I FS I 1 I I o �' I .a I'T IT __ ��_ d EA o I� to a PE 471.8 fO 1; I 1 I 1_ - -- o CHIMNEY I�nl I j 1:0 I: I. L N I. 491.03 1 I �( f( TI 2 IT IT 2 89.93 I 32.7' ! I `,TW 495.88 1 .f i "1i 6 L=95.0% M I 25 1 I I �i IT .I 5=1.00% CHIMNEY 47214- �^ 491.27 FS 490.97 FS 489.87 490.17 TF 488.54 3 472.87 472.87 472.74 1. o cO o U o FS 490.77`' i TW 495.88 i i Ti FS2.272.27 FS 2 ono f - a o I�o T easy Ti I FS ~ I n 3 TW 496.80 4g91177 �, 4 FL -HP 1 ;1. F 496.1 7 z TW 495.88 IT TW 495.88 i cw' �s '1 FS 472.13 ,4 , ^_ ' - . � ` FS 472.13 1: o °frn T FS L I 10.17 - 3 TF 488.54 n I.N N N J >�I 490.50 � TW 496.13 I �� C - ,I, TF 4S8 54 1 f 2 4��, - FS 471.93 i 471.50 2 472.03� F 490.13 TF 488.54 J TI FS 471.93 4 I FS-GB 1 I N TW 496.80 1 1 489.40 472 6� .6 A '+� 1 >aE 3 II I ��,tt�NN N m TW 478.00 490.50 I F 490.13 B.Sry Iy FL -HP W _f 489.40 _ ° A� I FL -HP F 1 I WW r- 4 3 I 472.10 TF 470.67 FL -HP I 90.80 472.63 4 GF 4 1: ! I: GF .70 FL -HP I . I FL_Hp I I 12' s 1 ;471.50FS 490.60 9* - - I j i S r4 _ 3 TW 478.67 j . 1 472.03 472.1 1 6YI. 'a\ I FS FS FL -HP I \ I 1 1 FS I , I F 471.33 1' .I I n I :o ar,1 1 I GF 471.92 I n.I FS STEP 1 n 1]1: 1 2 GF 472.52 2 \ S \ 1 6" STEP o I I Ni 2 I 'S J `f. I I 1 I �° I I r A 9• -- N o , I TW 479.33 472.05 n �.I TW 478.67 471.43 ON 1 2 0 <' I ', I N y o w FG 473.2 i1 TW 478,67 FS 1 FG 472.4 ii C ' ' ' -`I TF 471.33 TF 471.33 471.40 472.00 i�r�i 100.87 n n zo� cO 115.73' - - _ _ .. FL -HP �� I TW 4 8 00FL N I -HP N "TC 489.36 --� 489.2�-7 -- TC 488.66 TC 488.57 TC 488.43 TC 488.32 1 7 TC 487.93 471.70 - I _ --. INV 486.54 _ -... -. _. -,iJ __-- - _. FL -GB 4 3 w 1W 478.67 A a i :I 471.10 4 TW 478.00 a` Et = \ TC 488.65 TOG 488.53 7 TC 488.35 'p TF 471. ` rn a : FL -GB 3 TF 476.67 n i 7 INV 487.03 TC 488.51 828 NQ TC - - 61.42' a IC °� `° ' ' - _ - -- ---- _-- ----� / - - ----_ 1 471.3y _53 59' 90.--- 70G 471.29 - -- --- ,. `./.,_,,,I...../„�I�.�'�_/-`/�_../...�.!'.✓'`/�r+.J �,1 ' ....✓_..! ✓'_r/�./' �a CIRCLE -...,,,e,.._..J'.,..i'.._.i'...._.d+..�°,......�✓.,-�../,...�.- '._ ..:.F•��/...-.+�•.__J---.�..✓^�.�.,._-'/- s 1 SEAHERO VIRV``L� INV 469.51 7 -TC 4'0.�__ - C 470.78 - TOG 470.64 - - - TC 470.32--- - TC 470.1U F-T - I - T - - _T - �! ' INV 468.92 7 aINL4 0.1915+00 14+00 13+00 s__- in TC TOG 470.69 TC 470.28 0 7 RV 469.19 TC 470.67 68 17 - - - - -- V 68.67 , o - WAR ADMIRAL DRIVE g i p .... 1 TC TOG 47134 7 TOG 470.89 TOG 470.71 7 TC 470.16 W P/L 471.36 NV 469.74 7 TC INV 469.39 �? INV 469.18 471.11 o TC 470.47 TOG 470.04 i TW SEE PLAN - -- TC 470.96 TC 470.65 TC 470.29 SIDEYARD WALL: - -- `� INV 468.54 7 8"x8N16" PRECISION �-� TC 47L16 TC 470.97 TC 470.87 O 55% TC 470.60 TC 470.42 0.82% TC 470.04 ve, Q BLOCK GARDEN WALL �- - -- -- - - - --- - -- -- I� 66' 3' MIN 2' �2' 3' MIN I�OR�� i 75. �- 124.9T - -o --- Q m �I: I ���. ' n N c6 rn -;. R� z x 2 not' I o o 1 472.00 - j lg@ Z -' w �i 47 I N�I - 2 2 1 1� \ xLU m FS 2.60 ' T TW 478.67 7 1 v rFG 472.6 Ti GFGF 472.18 I' 471.70 ,_1L= �GF 472.71"' 471.33 ~ 472.16 472.47x i FL -HP Q PAD ELEV FINISHED 93.00' .• •* 1T 471'70 I T 47222 s TW 478.00 1 Z (HIGH SIDE) FLOOR S=1.pp� �N �� 4 FLZHpO 4 FL -HP I �j FS �N 3 F 471.33 I 4 `� PAD ELEV T TW 478.00 1 I 1: o M Oi FINISHED (LOW SIDE) 7 _ y I 472.9 • 9.95' 1 .1 472.34 SST 1 Ni�n co FLOOR D jv .;TO 3 J 2% TO 2O ,�� vr, %; oo �I FS 2 I TF 471.33 I FS a, /�'\ / v� ! A o i 2 TW 3 11 4FS72.47 i� v �NI 1 472.34 v a0 LOT 118 �; �� ; < N :I 3 472..6 CHIMNEY FS 2$ TO 2p g 1 iA� �/' .< )VC0.3 V` �/` % • j` 7yy �I A I + + � '( �A �V/:A /� MIN i��, �, /��� FG 479.33 I �N 472.94 RETAINING WALL 473.1 Fs :lc:) nI PLAN 3C 1 ��, a /�A: TF 1 \/� REQUIRED IF 472.00 472 30 47 FF 472.67 L=89.00' 0.3' '\ \C MORE THAN 12" FL -HP 4 F 3.07 L=100.00' 38.83' S=1.72% 6 s s-J.3o s , PE 472.0 % I^1 L=Bs.00' to i �.1 6 S=1.05% 472.47 472.47 ilo n MN TIN 478.67 L07" 1�% FS FS 3 It "%A�' TF SEE PLAN rF 472.UO 3 PLAN iC TYPICAL GARDEN WALL SIDE YARD DETAIL d FF 47g 27 ;� 472.47 (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL)�735 CHIMNEY PE 472•s�I i 3 �I: ' _ M 472.47 i�• i NTS FS 473.07 1 I I - FS 1 . to CONSTRUCTION NOTES QUANTITY ESTIMATE 47307a 27sa ' 73.07 ° SHEET 2 FOR PERMIT PURPOSES ONLY 3 NOTE REGARDING WALL ELEVATIONS CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,377 SIF 47 87 FS i� FS2.47 ' REARYARD WALL: P/L GARDEN WALL AND GARDEN WALL/RETAINING WALL TOG 00 i 1 479 TOG 471.40 f 6"x8"x16" PRECISION HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB WALK 4,818 SF 472• 11.. BLOCK GARDEN WALL INV 470•87 5 FS 5 INV 470.07 SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE 5 TOG 47.07 10 20.5' O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,247 LF 1 INV 470.07 0 % 0. % s PUE VARIES 2' MIN. SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF � � .. 0 472.87 _ � <- � � � -> �, - -� � o WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS -. rn 5 IN 472,00 471.70 n o i f m ON THESE PLANS ARE NOT NECESSARILY IN BRICK O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET N0. 1 10 EA TW 479 v 47Q87 FL -HP oo d INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE TF 472 Op 472.6 47230 �Q.S%. M D �n N o FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. 5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 12 EA �., /' TW 478.67 n n n rn . a STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. O INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE 942 LF .y.. FG 479.33 2• HXAL BLOCK - 94 96 FL -HP -' 16 926 FG2 01.33 WA� LOCK 138 62 FG2.0 � o a 7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 10 EA TF 472.67 TW 478.67 - ------ -- -t;°� -- ---- -- :,� -- --- -�s" - ----- - -" -'�~ I i FINISHED 2' VARIES O TF 472.00 - - - -- �-� - ---- - - - FLOOR BENCH LOT 121 TW 478 67 TW 478.67 TW 478.00 TW 478.00 TW 478.00 I PAD ELEV , p TF 472.00 TF 471.33 TF 471.33 TF 471.33 ) NOTE TO CONTRACTOR QUANTITY ESTIMATE PE (479.6) ; LOT ��® rF 47z.00 LOT 99� `, ii. 2� r --�% " �� • , MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE `;�\ �� ��� �,20,� ZO ? \; /� ;� ` `��\�\, PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY �� (�7®°�) PE (670.3) ,\ \ � 2, ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE j '/i �, =ii /i ,1, HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT _ " ` I \ �A 0.3' V VA' A �� - :_ Yi�/i. MIN z ��-� �; /�; �'� PAD ELEV BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME (I 1 F� . • ""`°"'" ` E li f I- I TYPICAL GARDEN WALL REAR YARD DETAIL NTS Dig Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. I REVISIONS APPROVED I DATE (SEE PLAN) OF CONSTRUCTION. NOTE REGARDING GRADES, 77 UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE © Copyright 2018 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CraL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRrvE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 0' 20' 40' 60, 80' SCALE 1"=20' INDIO BM *99 ELEV. 499.71 PREPARED UNDER T R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN _ JULIAN A. DE LA T( POSITIVE ELEVATIONS). R.C.E. 43880 6/30/19 QPOFESS/ONq� P' ° E L 4 709 y�eQ�vpe ' " cs m Lu C43880 mx ccExp. 6-30-19 mJ, 0 / V \ V qrF OF CA0FOQ ;ION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA �- 43880 SMS DRAWN BY ,i1/,, ii DATE SMS /�'�' ' O CHECKED BY EY ()ATE b/�I18 CITY ENGINEER ( JAB R.C.E. 49418 EXPIRES 09/30/18 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE z?,oFESS/o* MYLAR A PROVED BYTHE CITY q� ENGINEER ON 3 18 EXCEPT FOR �Q� P DE<gl 8`1 THE REVISIONS NOTED HEREON. COp 0y A.,w 1 � Exp.. 6-30- 6-30-19 V O JULIAN A. DE LA TORRE OF CAC�F CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 32879 - GRIFFIN RANCH 2 PHASE 4 - PRECISE GRADING PLANQ OF LOTS 107, 108, 117, 118, 261 AND PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS COMPLIANCE A "�. r �L®r 89 FS FSo., , FS : i 4_� v 4j2 4> 4> 4 LSg 6 ��1 �0� �% 2 I� 7 ' i� t ! 471 >2.12 2. 7 WX 47 N �'. 480.6 I 479.33 V' I. F 0 2.4 I I� P►-P 3? �w 4 00 Tw 3 L�Na p. w 7EJ• 47 o- ,1 TF 472.67 �,n 11'° pll. FF 4 Q 7 475.,7 TF r 473.60 40 JO 473. m 1 471 N 2 / �1 E I t I 33 3 2 Pk 3 5.02 474.9 1 I I TW 479.33 a II� 13.1T I i 47p•27 A fS I- t TF 472.00 TW I472.447739..533 i 4>72.1,10 F4$7FS 231 26 64 FG N fTF7N 7 59 � l 2.6> , vIII FS FS 23 I F1 HP iF 73 475 �7 13.6 1,N3 i\ I1 N 3 I NW�IIN TF . 0> FC>14�'�478 47 475.,7 4j0 133 0 482.GO �1: Gf 474.80 FSFS 41499 TF 440 �. 41400 . v a� ooM / W I N i 1 � TW 479 33 i !M � 3 0 0 Ir � 476.0 , FS 47 P �FL-HP i 1 TF 47 i 1 , o n 7F 472 00 o a Q I 47 �FG_ - ---- _ -_.-_ / .� •40 N 4>8.0 n �, . 5 � 6" I 1 �� ,- : _ -__- -- - _ G i ^ r ! IFS F 4 j 0 •r J a� 47 33 �ai73.30 �� SiE �1:a 7 6111� d 96.02' > TOG 471� i TC 471.81 1,06% 4 i 12 - `� FS 4731, N ' w - TC 471.86 IN C469. 2 �30.16.M478.0 8 N 471. .. T 2 0.$ �- 0\ 08 C IF 0 472• 6> !� ! 2 54 52 i p5 -. 12+00 lNV 4>0 g9 3 __._ 38.43• r 2868 _ -_ -.. TC 472. _ >6 9.13 > TC 4>p - --- --._._ - - TC 472.78 TOG 470.89 TG _ _ 47 . PA OLLO COURT 4>0.,6 .>D TC 0 4 4>•] 40q 47345 8 TC 473.04 7 1N`1V 7.. 0 4 044 4>O.S3 FC�c TC 4L 1 3+00 . ! 1 j 1.32 > TOG469. TOG F 7 TC 473.07 - 1 r J *00 INV 46 .1 I ' 3• _ 7 \NV 2.80 FL 472.61 �--_ > I 46 I I 469.81(UAW, - ! 5 WIATRAK )ING OFFICIAL OF LA QUINTA DATE OF - -� T-- TW 49$: TF - 0 BLOCK - F 489.0 WALL n- 33.01' TW 496.60 490.6 69.92 37.66' 90.6 TF 489.27 FG 4 FG 490.30 1 FL-HP� , LOT 256 PLAN 5A 6 S=ia22% PE 490.6 N :I I T116.46' I N I I I _ 490.63 FS 490.30 FL -HP II I I I I r� TW 496.60 o4 TF N 489.27 490.30 FL -HP 90IN4800 I 6 .I TI I L=114.00' 6 S=1.00% I I CHIMNEY fill II I r� N 488.88 5.86 7 TC 489.24 .3TC 489.27 TC 4 SEA HERO CIRCLE TC _ - 15 a 0 10'. �-EX. BLOCK WALL Ib �19 d� // S DATE CONSTRUCTION NOTES QUANTITY ESTIMATE - SHEET 3 FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,491 SF Q O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,324 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,295 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 896 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA OSAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 190 SF NOTE TO CONTRACTOR, QUANTITY ESTIMATE 1st SUBSTITUTE MYLAR MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY POFES8/O THIS MYLAR IS IDENTICAL TO THE OFES$/ ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE Q Nq� MYLAR APPROVED BY THE CITY QP OHq� HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT Q� P pE Cq �. ENGINEER ON 02/13 18. EXCEPT FOR Q� P DE < F BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME �4 r 'G / 4T Dig A I e r t OF CONSTRUCTION. �9m �m THE REVISIONS NOTED HEREON. G p o9m CT DIAL TOLL FREE NOTE TREGARDING GRADES s Exp.46--30-19 m 1 ccExp.46--30019 UNLESS 0' 20' 40' 60' 80, 1-800-227-2600 FINISHED GRADE AROUND BUILDINGS = PE �� C ! y \ ��R �� C / V © C opyright 2018 9T 0 q:�26J 9T Q AT LEAST TWO DAYS MSA Consulting, Inc. F OF CA\-\F' SCALE 1 "=20' F OF CAO BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE 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 #99 ELEV. 499.71 SMs CITY OF LA QUINTA, CALIFORNIA PLANNiNo ■ CIvE. ENGINEERING ■ LAND SORviaywo 43880 3 1 CHANGED FOOTPRINT AND REVISED GRADING FOR LOTS 187 AND 189 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE �� DRAWN BY �,� G /8 TRACT NO. 32879 -GRIFFIN RANCH �F MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE AT SMS PHASE 4 - PRECISE GRADING PLAN ADDED LOT 256 TO PLAN REVISED QUANTITIES AND SHEET TITLE 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 CHECKED BY B N MCKINNEY DATE TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 ) 13 �� CITY ENGINEER LOTS 187-189 AND 256Q 3 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