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PG2019-0022, PG2020-00121. ANY GRADING PERFO(MED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACMDANCE WITH THE APPROVED ROUGH GRADING PLED 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 STRUCIDRE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE U QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLED. 4. THIS PLAN IS FOR ;N-LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACH - OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED W THE U QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS )2ESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, I ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS P IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THISI PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE 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. B. 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 UCENSED 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 HALE MILE OF HUMAN OCCUPANCY SHALL B17 PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NOm 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 21-39. 58. 59 AND 61-75 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 ORTEGA ING BUILDING OFFICIAL SATURDAY 5:00 AM TO 5:00 PM TYPICAL STREET SECTION MAY 1 TO SEPTEMBE 3G: MONDAY-FRIDAY 6:00 AM TO 7:00 PM (EXISTING PRIVATE STREET) SATURDAY 8:00 AM TO 5:00 PM NITS GARDEN WALL �yRv ag• LOT •C• LOT •0• 6' 8" 16'PRECISION'� WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOUDAYS. LOT •B CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT •AH• LOY• THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 23 288 LOT •AQ• THROUGHOUT THIS PLAN BET. 288 WELL SITE 1 NOTE TO CONTRACTOR QUANTITY ESTIMATE 286 CANANERO CIRCLE MSA CONSULTING, INC. AKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE / 48 PLANS, EXCEPT THAT LL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY 284 / 291 2B0 289 49 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUW TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT W 292 2 BE RESPONSIBLE FOR MY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 283 011 47 . EARTHWORK EI TIMATE 1 � 293 99 9O0 Go FOR PERMIT PURPOSES ONLY 1 O 298 DONALI STREET TOTAL CUT (RAW): 300 C.Y. O 282 m ¢ 901 YICIN TOTAL FILL (RAW):. 300 C.V. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT > 281 < 294 297 V a/ 48 9 FROM TRENCHING AND DETAILED GRADING w ti0 AVENUE 51 z - AVENUE 52 o0 AVENUE 53 12 LL rc rn AVENUE 54 @3 n e, a Nb w. SITE a � rn AVVEENU V. z voi a ITY MAP o AIRPOR BLVD a NTS BLOCK y" 3 A"Q OUTING 18 29 H10 < 84 aT OPENING WITH 2" MIN COVER OVER 79 p 67 TOP OF FOOTING ° p soz eD TYPICAL 'SIDE YARD 296 w WALL OPENING DETAIL' NOTE ABOVE NUMBERS CONTRACTOR- NOT INCLUDE s GEOTECHNICAL RECOMMENDATRINKAGE OR SUBSIDENCE FACTORS. THE SOILEi IONS INDICATES1 280 296 62 46 PRECISE GRADING LEGEND 24 701 mz oAgk sTgq as NITSTHE HARDSCAPF AREAS 2"0 ROUND A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE 30a — — INDICATES CENTERUNE 17 72 103 °RIVE W FACTORS APPLIED IT WIL� AFFECT THE CUFF/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD GI Q < > METAL GRATE PER LANDSCAPE AC — — INDICATES RIGHT-OF-WAY 104 R ARCHITECT'S PLANS. CONDITIONS DURING SITE ,(GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 °AID L.yAy 4 _ =INDICATES EXISTING CURB AND GUTTER m 6^ LANDSCAPE AREAS' NOS NO. 14 278 X 112 TOG SEE PLAN 277 INDICATES EXISTING WALL 26 108 108 < ROUND GRATE OR APPROVED EQUAL. UTILITIES 44 J 1/1 Q 0.5% MIN 0.5% MIN - WATER 278 278 —W— — INDICATES EXISTING UTIUTY LINE R 110 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2851 w W: WATER MAIN, S: SEWER MAIN, lO q A° �. 2 SEWER COACHELLA VALLEY WATER DISTRICT (760j398-2651 R i 274 63 W y.-�.-.�-�.-�.-- INDICATES CONSTRUCT GRADED SWALE MSA( wa 108 107 0 l� ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 N I 287 21i8 ¢ 8 my INDICATES EXISTING TOP OF SLOPE I"' 26 71 118 C/%/VF Q REDUCER IF REQUIRED \ �1t PIPE RISER GAS THE GAS COMPANY (800) 427-2200 z 259 OI 49 —ME INDICATES EXISTING TOE OF SLOPE < 114 �\ mz TELEPHONE VERIZON 800 483-5000 O 280 W o- ----------------n INDICATES PROPOSED STORM DRAIN ILL / \ ( ) < TIES % /i PLABTIC EI:BOW ¢� CABLE T.V. TIME WARIER (760) 340-1312 278 w OR PLASTIC TEE < USA UNDERGROUND SERVICE ALERT (800) 227-2600 288 y,ONARCyOg CIRCL ly INDICATES PROPOSED GARDEN BLOCK WALL O 15 = 0124 117 lie • �� /.Ct.� w j I NOTE TO CONTRACTOR- EXISTING UTILITIES 281 E a 42 INDICATES CONSTRUCT PCC CONCRETE < CO 27 > 70 asR {III THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF 298 8 /. AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA I J 272 j 122 12/ 1Y0 119 NV SEE PLED CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 286 O INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND. UTILITIES ARE SHOWN IN AN APPROXIMATE WAY I R Mqp, ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE O 282 0 66 41 14 28 4 =1215 AR,- LANDSCAPE COURT LANDSCAPE AREA DRAIN DETAIL ;� COMMENCING WORK. I 1 297 M 271 8e '^ 128 127 NITS THE CONTRACTOR AGREE$ TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM 264 ° O v/ HIS FAILURE TO LOCATE (EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR O I W 1 N • 128 128 190 9" SQUARE DRAIN (OPEN SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY = 2aa O 7 a BOTTOM) OR APPROVED THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN 1 < 296 = 270 40 9 10 11 12 19 \ EQUAL WITH STD. H-20 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA W ¢I 68 HE 2B �6 RATED GRATE CONSULTING, INC. IS TO: BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE 1 253 W < I 2 SHEE V C,`' 196 TC = TOG REQUIRED DESIGN CHANCES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS 284 a8 88 194 199 192 191 TC SEE PLAN 1% MIN REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DIUGENTLY THE I 286 0 `N AY � 197 COMPLETION OF SAID WORK. - 288 AFpAN 98 90 �O A. MACBETH STREET ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA 262 gEA °P 37 99 96 94 98 92 9p 5 CONSULTING, INC. THE (CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF RER0 CIRCLE P, 91 ')Atx 4'r 189 NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN �}F' 198 4/ 1411 441 142 149 144 OR 6' PVC SUR CONSTRUCTION AFTER REVISIONS ARE APPROVED: I 87 261 250 MERV GRIFFIN O P INV 35 (1% MIN) NOTE TO CONTRACTOR- SITE CONDITIONS 57 g 9y ` SEE PUN CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITION 88 '` \O� `r^� EMOVABLE GEOTEXTILE FABRIC DURING THE COURSE OFI CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND / 68 69 80 61 82 as B4 85 """ ��c�j 166 9 / FOR EASIER CLEANING PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT UMITED TO NORMAL WORKING HOURS. / y�V d RECREATION / 3/8^ TO 3/4^ WASHED ROCK THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, / ` L RETENTION 12' 12'X 12"X72" THICK INC., HARMLESS FROM ANY AND ALL UABILTIY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE ABBREVIATIONS / 288 `+ 179 m GEOTEXTILE FABRIC - OF WORK ON THIS PROJECT, EXCEPTING FOR UABILRY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER SEE 7 S T. 7 S EET g 166 TEST 169 152 LOT •AU• OR MSA CONSULTING, INC. (((E) EAST INV INVERT 215 W BUBBLER SYSTEM (SPEE-D BASIN►/1 (N) NORTH L.F. LINEAL FEET .�4 .n8 201 191 t8f1 1 TU TUTS R NOTE TO CONTRACTOR• EXISTING SURVEY MONUMENTS (W SOUTH LP LOW POINT 2a4 212 zoz 190 T9 179 187 -C 0 W WEST MAX. MAXIMUM O THE CONTRACTOR IS USE HIS SHOWN HER. BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE AC ASPHALT CONCRETE MIN. MINIMUM y N� f J R. < EXISTING SURVEY MONUMENTS' SHOWN ON THESE PLANSL IF FOR ANY REASON THE CONTRACTOR BC BEGINNING OF CURVE MOO MID -POINT OF CURVE 218 STORM GAT COURT ?� 0 200 181 J INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT BCR BEGIN CURB RETURN NO NATURAL GROUND 296 Y > 192 m 3 0 c IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO BOO BACK OF CURB N.T.S. NOT TO SCALE p 2/1 208 < 18B N) 177 168 16a lB4 > TEST O o REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. BSL BUILDING SETBACK LINE P/L PROPERTY LINE 217 218 2% C 9,0 O < J n 2 2 E 1 C/L CENTERLINE PCC POINT OF COMPOUND CURVE U) O O Q >+ �0 146 < FS FF NOTE TO CONTRACTOR- DRAINAGE INTEGRITY C&G CURB AND GUTTER PE PAD ELEVATION 298 10 r0 �t c Im a z zx MINA a TIHIS 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 290 9 210 204 F 1B9 199 ° 188 182 a 178 1a2 186 < Z _ WITH THE FLOWUNES SHOWN. 1T IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE C.Y. CUBIC YARDS PRO POINT ON CURVE 220 Iml O O �� ly 149 140 CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE D DEPTH PRO POINT OF REVERSE CURVE 0 O < ��✓N�P/.�/1.� 'I //�/i�liil/,c(//AT a APPROVED GRADING PUN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE DWG. DRAWING PROP. PROPOSED 229 G C[ a CONSTRUCTION OF BLOCK- WAILS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT DWY DRIVEWAY RUE PUBLIC UTILITY EASEMENT 228 EA. EACH PVMT PAVEMENT 281 227 20p 206 '+ 198 187 180 191 1ae p PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR �4 1B9 176 < Ma 14T EC END OF CURVE R/W RIGHT OF WAY 221 ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR. OTHER GRADING ECR END CURB RETURN S.F. SQUARE FEET TNU GARAGE STOOP PATIO MODIFICATIONS MADE BY E DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. EP EDGE OF PAVEMENT S/W SIDEWALK HOER GULL .� ESMT. EASEMENT TB TOP OF BERM H W72242278222 TF6JNDER GULCH WAY CONCRETE LANDINGS NUISANCE WATER DISCLAIMER NOTE- EX EXISTING TO TOP OF CURB — — S NTS EXCESSIVE OVER-IRRIGATI N OF LANDSCAPING. IF IT PERSISTS. CAN POTENTIALLY RESULT IN DAMAGE TO OR FF FINISHED FLOOR IF TOP OF FOOTING 282 FAILURE OF DRYWELLS. "(RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS FL FLOWUNE TOG TOP OF GRATE 22a 226 F208 207 208 197 198FIGO FIST618157104 174 179 172 171 170 189 1B8 187 O.`! - INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED m FINISHED GRADE TP TOP OF PAVEMENT UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE FS FINISHED SURFACE TRW TOP OF RETAINING WALL v `� PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE GB GRADE BREAK TN' TOP OF WALL i INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. OF GARAGE FLOOR TYP. TYPICAL U HP HIGH POINT FEMA- INDEX MAP 9 i THE PANEL S COVERED BY FIRM PANEL NUMBER SPECIAL 2LOOD QpOFE38/QN DI Safel THE PANEL IS NOT PRIMED, INDICATING NO SPEC AL FOOD S HAZARD AREAS. 0' 200' 400' 600' 800' d M DE (4> F DIG ALERT DIAL TOLL FREE NOTE- PERMITS .r u IYi ' C43880 m 1-80�-227-26�� SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' O R Ex . 6-30-21 9 m SHALL BE REQUIRED FOR ALL WALLS. P AT LEAST TWO DAYS NOTE- CONCRETE BASIS OF BEARING- m C Q 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 f9 /VAX' „ 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 COTO F QP OALAFQ UNDERGROUND SERVICE ALERT OF SOUTHERN CALFORNIA INCLUDINGS. DING ALL. ADDENDUMAll Rights Reserved TAKEN AS: N 0703'38" W (NAD 83 CA ZONE 6 DATUM). o BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO. REvisloNs APPROVED DATE INDIO BM •99 ELEV. 499.71 CITY OF LA QUINTA CALIFORNIA MSA CONSULTING INC. MARK 4GBao BM9 1 s f LOCATION R.R SPIKE IM P/P AT NORTHWEST CDR. AYE. 50 AND SIGNATURE DRAWN BY Q ,�M'' // TRACT NO. 32879 -GRIFFIN RANCH < >PLANNING>CIVIL ENGINEERING>LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED To MAINTAIN ,LCtt!nt1,4'""7 IL�Z'� OF u 34200 Bob Hope Drive, Rancho Mirage, GA W270 POSITIVE ELEVATIONS). R.C.E.3880 LA TEXPIRES 6/30/21 DATE CHECKED BY PHASE 12 -PRECISE GRADING PLAN 11 i 760320.56t1 mseoonsultinginecom /8�(.�A9 COV ENGINEER COVER DATE COVER SHEET E 76 77 ve LOT •AR• 80 81 WELL SITE 20 > con< 3 _ HAFLINGER WAY 21 — — 89 84 aa W I,L 97 98 82 II.I 76 il t0 w 22 9a > 95 98 92 85 O OJ 55 74 9B Q CHgfyt OMIT ONE FFLOWUNE I B D ULE WAY N C/. NECESSARY OUTLET FO R u e HALF BLOCK AT SWALE z N INCREMENTS AS TO PROVIDE EMERGENCY YARD DRAINAGE 6" MIN 1° FL WALL SEE PLAN JAB R.C.E. 49418 EXPIRES 09/30/20 PORDONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS Maol9- 0022 0� 00 3 N* 00 482.6 � FG i/ 140.00, rp��O �q 2:1 MAX ( 481.98 4$2. Oq 482.6 N o. FL FL -HP y F� Tp N G 80 57 5 481.98 48 � I NV 480 .9p .r FL FG T �t POT 39 5 INS 480 5j A TFV 4. fi-AAI 5,5FF ��,° A 6 �_ 1 j PE 483 .27 S' 1%°• s oC! 4i; S--'. 9700, 82.6 u^� 4 28.7S'.1 i% CNI fd\ U �t r MNEY Q V o 22.95' t 48,3.0;7 S 3 07 V 4 482_3 r A2 p� 58.57' e 3 TW 492.67 S 75.67' TW 492.00 NJ 492.00 TF 485.33 TF 484.673 TF 484.67 0.6% 'c4 78.31' 61.77' 2:1 MAX 483.20 Q5% .. NP 483.5 .0� F�" 482.6 FG E' FG TW 490.00 1-� .. 8 t\ 4 F OR PERMITTING PLANNING & ZONING COMPLIANCE PA. '8 3 202,0 DATE CHERI FLORES DATE FICIAL PLANNING MANAGERQUINTA CITY OF LA QUINTA A 42.67_ 140.00, 2a1 MAX � � 4* FL % 48 NP �-- . 8 4-- 463-5 4g3.5 F� b\ TOG 483.50 5 36 ` SA o. ,Nv 482.17 PLAN w Al F-- - TF 482.00 82HP 0.6� TOG 4824 i �► Ott .. 481. ,� t _ 5 ,Nv p► t J. i 48 FS FL_NP t .o 482.01 t �1 � t FS 3.07 FS 3 FL 482.89 !t o� N 83.07 482.9 LO: : FL j 15.00 6 tt '3 t t N S 482.94 2 t o ` 1,00% o�tt 3 t 482.83 �° 3 TF TW 488.6 7 t 0 482.80 0 20 t. tt t FS �u 48 t 5 47 ® Q �! , 483 t 2 2.pp TOG 481.90 5 TOG 481.90 T0� 481 • N� ® FL_ t 4g2.30 4�2 91 t INV 480.57 INV 480.57 5 ANN 82 -CHIN 4 NP 75, �t �t FL -NP FS _ i i 483 3.84 28. a . j F82.7g a`�a' GF i� 64.5. I CHIMNEY A i : A tt FS FS 483 80 tt S tog 2 87 w482.8g 10 ��: 3 t 482.92 = t� ttt FS 48260 tt. o �:tt FS L 107.00' t 3 71 83 97 2 t a 483.90 it a t i 5=1.00q 6 48 4 482.81i wt FS FS T 3� 490 6� F>r`HP tt t �O G 3 4 t �G) ° ° 4g � t FS 4 482.30 ��b� �tt awe.° `AN 7 TF 82� 1p't :i o�Gi/ FS 2.43 GF 4$2.70 �t w �t g L=92.00' 4 482.94 0 FL -HP i 59.31 '.tP 4$4.1?' T 4 3,5 t iy TW is t/ �� 5=1.49% a 2% ° 83.07 FSt m E $ t co TF 4 88.67 4$2.70 � ��- �- FS%10' M �t � 82.00 �: :� a q i i L O T 3 8 FS 482.70 0 ? ©$ nva Fttt 6 5,=1.33% 2 F 7482.90 g `33 3 m PLAN a 4 .53 t�- � . tTF 3 FF 483.27 2 i 3 Q PE 482.6 488.682.00 jG -Qti Ytt t 4B3-5 on , . 27. . TF 4 GF _ .. . a� y 56 3 i 483.07 2.00 + �t 4g3 7 82 i .g 90.30 8 0 d t� ti FS t� t S 83• 7 o t (W 4 33 t 0p.00, 6 /� 8, 483.90 , U g 4 F�_NP FS 484.7 0 484.5 Olt ,MN�Y FS t ^ FF 40-T._ '_ �n m N m w 4g0.67 �F 453.33 t X59, 48 a .:a a t 482.81 F 4 89.9 wt '' 483• �� t 4$1.96 2.30 t : i FS t 54.71 t FS 4 ty TF 484.2 a <- 48 Ain FS 4 t 484.2 FG 33- q9 t- 928 GS 4 o W �FG 483 '. NI 7 �O 48212 7 TC 3 I g i� tt F '�F 453-33 - g1C 482 9 „ NV 4g1 o: 479. _ a t: 482.92 a is 0c A ° o te 479.71 T p ... 488.67 p a i� t FS GF i t 490.0 3 00 482 G 479. - 40.00' FG 481. 67 a S3 48 56 4 140. 1C rob 69 INV 86 - _ �► T 6 a � � � . t �t t t 482. � 3 4j8.3 7 -` F 480. 0 48097 , t TW 488.67 483.07 GF 482.60 482.63 t Q _t TF d + d �0 i� t G8 482• 6 -� 7 FS a ; t 82.6 i TF 482.00 FS t �t FS 4g5 12 - F ....! TC '- . a° ° . e ., r � 4 P " TC t . 482.RG 3 ... :. : a. � . t . t 1E b .- L 418104 4 30 �t 3 6„ S �, 48 ,2 t g0 _.22 �' TW FL -HP t t° . ° 1: � 48320 t Q . t 482• 7 , 488 . t t TO g0 , TC480-25 FG 67 t N . TW 490.00 HP F t FL` t 00 40 480 25 -"' �' A 48 T 48 i ° � • < � 490 • �" 482 • INS J � ----- - 0. C 480 36 TF 482 0 _488.67 FS 4 4 TF 482.67 �; (W 482 67 N.f FS _ +__ - °_ 3 i 482 00 FS 482.89 1 o N. 483.5 490.00 3 10 CF _ 2 �8`b ° 4 P ..- 30 V TW t 7�:.,.+0 25+pp Q Tp TC 480 S--= cp N 6" STEP2.39 <. �� FG FG 483.5 4 48 Gg tt - .,. I'C.. 4B2.1C 482.20 C .. G 48 47 _ t TF 482.67 F�' ` -.-�-- 482.15 TR\ :.' p ° t jp INV 42 0 a _ __ - 95 G 480 32 EX LC a t ' >�: t _ 481 7 \NN �M�R■ . V 478 92 7 7 NV 490.70 a 2 a_ 3 tt _ Tc 81�I- ��A,1 „ -� 4 .2p 113 0 tt� S9 4 �- �C 481 4 V `V Y C 8 t 7 _ 8C 480.76a. TOG 481.60 7 EC 7C 481. Q4 _ .. 5 ° INV 480.10 �. 2g p0 26 0p TC 481.24 . 481.70 481.62 f _ TC 481.07 FS FS Dig �Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG P/L TW SEE PLAN SIDEYARD WALL: 8"x8"x16" PRECISION i° BLOCK GARDEN WALL 3' MIN 2' 2' 3' MIN e� Z H FINISHED FLOOR REVISIONS PAD ELEV (LOW SIDE) 20y, z BENCH INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY PAD ELEV- (HIGH SIDE) { T 7g 2q° TO 30. MIN 0.3' MIN TF (SEE SECTION A -A FINISHED FLOOR a C a RETAINING WALL REQUIRED IF MORE THAN 12" i ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL NTS NOTE REGARDING WALL ELEVATIONS - GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS 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. 7TOG 481.28 INV 479.50 EX. TELEPHONE �- TC 481.35 27+00 - - - - - 8+00 SECTION B -B TYPICAL GARDEN WALL REAR YARD DETAIL (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) N.T.S. © Copyright 2020 MSA Consulting, Inc. All Rights Reserved IA\ QROFESS IONq J�Q� P• D E 4 r < Co J P 099 91 w C43880 m m Exp. 6-30-21 F of CA'\ F CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,044 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,244 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,688 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 O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 860 LF 7O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 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 tiaW� R 0' 20' 40' 60' 80' 1111111 i�� SCALE 1 "=20' 4th SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QROFESS/OH MYLAR APPROVED BY THE CITY 4` ENGINEER ON 06/11 /20. EXCEPT FOR �Q� a P• DE 44 F,L THE REVISIONS NOTED HEREON. = J Q 099 �+ Z W C43880 m Q � Exp. 6-30-21 v JULIAN A. DE LA TORRE F CF CA\-\�o NO. REVISIONS APPROVED DATE BENCH INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSA r' MARK 43880 sMs 2 1 ADDED ENLARGED GARAGE AND REVISED GRADING FOR LOT 38 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION 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 TORRE DRAWN BY?, SMS" g 3 TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN OF DATE MOVED HOMES AND REVISED GRADING ON LOTS 36 AND 37 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.3209811 msaconsultinginacom POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 `�� BR N MCKINNEY DATE CITY R'C.E49418ENGINEER EXPIRES 09/30/20 5 3639 PORTIONS OF THE NORTH HALF OF LOo1HIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS REVISED DRIVEWAYS AND WALL LAYOUTS CHECKED BY JAB P6 ll:)-Oao-oo t ` PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE ORTEGA DATE HEM FLoR - S A1�Tif: BUILDING OFFICIAL PLANNING M414ACIG P_ CITY OF LA QUINTA ITY OF LA Q .� 492.67 485.33 492.33 p� 485. _ TFV 492.00 TF 484.2_ °OI~ 484.67 FG e 4g0.67 c� 3 492.67 10 p0 3 483.33 �� 4 2.6 0 �'�7% 2.67 TF 00 485.33 2.1 MpX .0,51- 740.00,--' " P 4 �4 TW 4g5.3.5 0�5q 2:1 MAX °�j) 2 -� 453.58 j 49 .00 48 484 67� s_ 0.5%.cam 3'Np o 481.98 4$2.30 .. Oq .o F 2.6 FL FL -HP �. 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TC 2.6 TW 488. 4 t "^ TR 6 °° FS 2S 48p TF q 67 0 N o 10 t 482• a 2 8 14 482 0 FS 482.89 1 TF 481.33 t TF 7`�:•7'e ` - - 20 30+ • a �_ 38 _._._ :: 82.°p S 3 M T 482.00 FS 482.39 as 1 t� r TW 490.00 4g3 G8 t TC 452 TC Q'C'�-. 8.67 r N 6" STEP t • TRW 484.00 4 FL t_ 482.15 TR\C 25+00 JOG 48 480.47 ' �- r to r rh cn TF 482.00 TOG 32 ELBC y /� 0.42 _ .. r b�.t - - 1.95 7 v 480 EX INV 4 78.92 7 7 TOG ° -.��_ � � "'�RV 48p..__ _. 2 TW 490.00 3 CO tt C 48 INV 70 �.. i TF 4 9 - t 481 4 78 20 _ --�� `" Iw � 113.80' �� . 6 . a t ° # g _ ..._ � ' 481 .60.7 TGC 48 rY 1,8 u ° d ° t I 2 TC •�,. A Y T� _� _ 6 8C 480. 76 -`TC - a ` ° - TOG 0.10 E p0 / ,� 481.04 _ _ _n ° INV 48 2g __. 6'-- `' 26fp0 TC 481.24 482.0 481.62 o TC 481.07 7 TOG 481.28 FG FS Q 1 EX. TELEPHONE INV 479.50 TC 481.35 27 00 ---- - - � - - - --- za+ °`- CONSTRUCTION NOTES QUANTITY ESTIMATE P/L FOR PERMIT PURPOSES ONLY N TW SEE PLAN SIDEYARD WALL: 1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY < 6,044 SF a N _ 8"xB"x16" PRECISION r ° BLOCK GARDEN WALL REARYARD WALL: P a 2O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,244 SF 3' MIN 2' 12' 3' MIN 6"x8"x16" PRECISION BLOCK GARDEN WALL O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,646 LF a' m J VARIES 2' MIN. o N O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA m O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA m O o m fr W d O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 860 LF PAD ELEV FINISHED 3 O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 �` 8 EA _ u z a (HIGH SIDE) FLOOR PAD ELEV FINISHED 2' VARIES r � � FLOOR BENCH /3\ O9 CONSTRUCT 8"x8"x16" COMBINATION GARDEN /RETAINING WALL PER SEPARATE PERMIT 45 LF � FINISHED (LOW SIDE) \ j 79, - - 'LO%\ \ j a a PAD ELEV \/ o a 2% To 1�° / / / NOTE TO CONTRACTOR QUANTITY ESTIMATEFN -2% - 1�° 1 la \�� ' 0.3' /\\ \ '�\'i\\ / •/\\/\/ ° TO /\/\ /\\/�\ �\ j/\ MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE TO 209' ZO �j //\\ I //� ! �/j /j /j / �\ \/ / //\/\\� \\�\\//\\//\ \/�\\ //\\�\\\ 2 PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY MIN i // i, �/i /, a // // 7 RETAINING WALL \jam\/\\j�\/ M�N� PAD ELEV ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE REQUIRED IF z /\\ \\: /\��\\\ SEE PLAN HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT C 0.3' \\ I \ MORE THAN 12" j�//��// x>//\/; //\\/\\ ( ) BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME U N MIN /\ \\ _ 'j//\ OF CONSTRUCTION. TF SEE PLAN NOTE REGARDING GRADES. SECTION A -A SECTION B -B UNLESS OTHERWISE STATED: N TYPICAL GARDEN WALL SIDE YARD DETAIL TYPICAL GARDEN WALL REAR YARD DETAIL FINISHED GRADE AROUND BUILDINGS = PE o (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) NTS NOTE REGARDING WALL ELEVATIONS - GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE Dig � Alert SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON THESE PLANS ARE NOT NECESSARILY IN BRICK DIAL TOLL FREE INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFER N.T.S. 1_800_227_2600 STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. Qc Copyright 2020 AT LEAST TWO DAYS MSA Consulting, Inc. BEFORE YOU DIG All Rights Reserved NO. REVISIONS APPROVED DATE SA 1 I' 1 ADDED ENLARGED GARAGE AND REVISED GRADING FOR LOT 38 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MOVED HOMES AND REVISED GRADING ON LOTS 36 AND 37 34200 Bob Hope Drive, Rancho Mirage, CA 92270 REVISED DRIVEWAY AND WALL LAYOUTS, ADDED _NOTE 9 760.320.9811 msaconsultinginc.com ENTIAL) 3rd SUBSTITUTE MYLAR C) i 00ESS/pN THIS MYLAR IS IDENTICAL TO THE O FESS/oN 4L 0 o WI/ DE Fy MYLAR APPROVED BY THE CITY ENGINEER ON 04/23/20, EXCEPT FOR Q� PDE Lq tcy �Q p. L T q ry THE REVISIONS NOTED HEREON. '�� ro Q o /� _V � UJI 46-30-21 8 O �� w � C43880 Q Exp. 6-30-21 C°pC7 Exp. 80' 2 IAV 0' 20' 40' 60' V 4�<c cj�x 0 / V 9 7F COQ OF CAO SCALE 1 "=20' �pQ` JULIAN A. D LA TORRE OF CALM BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA SHEET QUINTA, CALIFORNIA _2 0 INDIO BM X99 ELEV. 499.71 SMS 2 MARK 43880 DRAWN BY TRACT NO. 32879 GRIFFIN RANCH LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE SMS --- - /� Z�b PHASE 12 -PRECISE OF GRADING PLAN Q � MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). JULIAN A. DE LA TORRE DATE R.C.E. 43880 EXPIRES 6/30/21 nn CHECKED BY BRYAN MINEER DATE LOTS 36-39 11 5•-!/� JAB CITY ENGINEER 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 FOR PERMITTING 0 J ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER ITY OF LA QUINTA CIN OF LA QUINTA LID% � �� Q�� 492.00 �.f 485 33 484.67 @ �/.-..././- 484.2 _ f' FG .._ 484 M^ G (0 _ V G - or 3 / 8 FU 67 4a3.5a a � ��-�� -�� 492.6-7 -. - -� 40 00 3 1 483.33 '��'_ 4 FG 6 L �� 140. �M� �. I .i 67 TF 5' 21 MAX N 0 482• (g r Ir �i TW 492. of 0 / ✓ B 0�.. 00 2:1 MAX -,n> ��) TW 49 .. _,• o$ �.�t��,�� Tf 485.33 .. gg3.5$ 2.00 -- \ 4.67 '...�,� .TOE 8 0 Fl. 1� �I r �".. ��' - 0 5%� .. 4 3.9 yci 'ion• �, \ I 481.98 482 y .. 09d 02.6 ~'!. ` 484.2 Fl -NP o o. 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L TC 4 14W S STEP :° i 1F 483.3= i''0 7 TC 69 80.22 i TW 84 8. - 3 0: i N : 1 483.5` 6" 2� jOG 482 aQ TC FG 6 �m i e j FG ' 482• a �5 480.25 TC TF 4$ 2. 67 I, 3 a14` °' TC 1N 480 2.00 FS 482.89 f 1 j8 25 58. i o FS 482.39 all TOG 480.47 -� ' 'STEP ,� .. �. / '61 -- _.....-. INV 480.42 , •M - i TW 490.00 �� MERV 478.92 7 7 1TOG 480.70 2 T i - TC 95 481. _ : 1 IF 482.67 _ GRFjN NV 479.20 .113.80' a 4;• TC 48 1.82... TC 4a1.9 �Yil Y �-/ g 480.76 ' TC 481.04 _ i - _ -. - _ 26 p+26 p E� g NV 480.10 s r �--'" 2928+�0 ��./.... - -...- TC 481.24 TC 481.07 TC �+81.35 ---- �.J G 4 1.28 \`r\✓\� � -.�� _ ._.... __ -.____ °,;...-- --- --INV _ 4 9,.50 ✓v 27+00 8+ �� CONSTRUCTION NOTES QUANTITY ESTIMATE P/L ' ...._,,..,� �- � �� ONLY TW SEE PLAN 8x08x1" PR CISIONR6.�...�,�,,,\✓,�'✓��.�� l� �`� �M O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY FOR PERMIT PURPOSES 6,044 SF BLOCK GARDEN WALL REARYARD WALL: P �"� �`--��-��--�'��-�� 6"x8"x16" PRECISION O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB /WALK 4,244 SF 3' MIN 2' 2' 3' MIN BLOCK GARDEN WALL 1 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,655 LF VARIES 2' MIN. m O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA (7 Z X w rL O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA m a w a O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 860 LF PAD ELEV FINISHED 3 O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA Z (HIGH SIDE) FLOOR PAD ELEV t a FINISHED 2' VARIES FLOOR FFLOOR (LOW SIDE) \ o s� 2% TO 2ii i i\y\ PAD ELE\ BENc" NOTE TO CONTRACTOR QUANTITY ESTIMATE 2 T ......_ _-- 1% MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE '9/X\\/,777 \/ /-NARY 2% TO 2p 1%3'� /\\ i, \` \ 0.3' \/\/ /\/ ° _ ///ii//j //\ a . \/\\//\ ESTIMATESXANDTFORAPERMIT PURPOSET ALL SUCH S ONLY. IT SLHALLIOBEATHE LL EARTHWORK SU RESPONSIBILIITY RE TO EP PREPARE //\//\\\\ \\ \ % Sp /\\\ � MIN /.�,�.�,��\\ /� .�\� `/\\/,\ , \ \\ \,\\ \ ?. i\ /\i�i�\/\/ /\/\/\ /\� / // /�, /� /// / 1 HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT /V RETAINING WALL VAA�VAVAAVAA� 0.3' ,VAA VA VA,VVA\ Mq BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME �/,VA�V 0.3' /V A�� MORE IF 12" i,./i /i./i,/i, MIN z jVA VAS 1//\ �� PAD ELEV LA OF CONSTRUCTION. / \\ g / / / /✓/ (SEE PLAN) NOTE REGARDING GRADES MIN TF SEE PLAN/7V//�/////////// UNLESS OTHERWISE STATED: SECTION A -A SECTION B -B FINISHED GRADE AROUND BUILDINGS = PE TYPICAL GARDEN WALL SIDE YARD DETAIL TYPICAL GARDEN WALL REAR YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) NTS N.T.S. 2nd SUBSTITUTE MYLAR NOTE REGARDING WALL ELEVATIONS OEss/ pFEsaI GARDEN WALL AND GARDEN WALL/RETAINING WALL Q �Yq THIS MYLAR IS IDENTICAL TO THE QA �V,q HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE V � MYLAR APPROVED BY THE CITY L SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE c7�,, p' OE L4T /1V ENGINEER ON 01/21/20,EXCEPT FOR �Q� POE Lor F Dig Alert WALLSET TOELEV TIONS AND TOP OF AT LEAST 6" OF CFOVOTINGTHE ELEVATIONS C43880 m m O �� M 99m m y v �y THE REVISIONS NOTED HEREON. �p o ON THESE PLANS ARE NOT NECESSARILY IN BRICK s m R w C43880 s INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE Exp. 6-30-21 Q1= Exp. 6-30-21 DIAL TOLL FREE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. 0' 20' 40' 60' 80' 11 1.800_227_2600 STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. Sj L l Q ��R sj, C / Q 1 V AT LEAST TWO DAYS MASA Copyright Consulting, Inc. OF CA �FOQ SCALE 1"=20' OF CA`\Q00 BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED 8Y APPROVED BY CITY OF LA QUINA SHEET No. REVISIONS APPROVED DATEf,. „ INDIO BM •99 ELEV. 499.71 sMs CITY OF LA QUINTA, CALIFORNIA a 4 t f,�. 'g *" �s MARK M SA � � 43880 OF 1 ADDED ENLARGED GARAGE AND REVISED GRADING FOR LOT 38 I LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE ) DRAWN BY M ,/ 3/� TRACT NO. 32879 - GRIFFIN RANCH 2 OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS �7" i PHASE 12 - PRECISE GRADING PLAN MOVED HOMES AND REVISED GRADING ON LOTS 36 AND 37 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY BR N MCKINNEY DATE 11 750.320.9811 msaconsultinginccom �Il�pl CITY ENGINEER LOTS 36-39 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 Pa)-ozo - 0001 [PPOR01ED FOR PERMITTING PLANNING & ZONING I aEGADA E CHERI FLORE5BUILDING OFFICIAL PLANNING MANAGER F LA QUINTA CITY OF LA QUINTA 492.61 +�o 485.33 67wd TFY 492.00 4495'33 484.67 -484 2 ^F TOP G __ 484.2 6 483 rot_`� 3 492 67 TOP 140.00' g ' Job -It ly1 4483.33 F1 -.482.6 tW 492 63 --""� TOE -- _ F4. s� 10 v 4 �' Top d®�/ 5.33 �o ' F 58 �d B 140, 2: ! 0 483• a?. TW qg „r,^,.,,w^^, wm•„ o$ �r��.�� 'fF �- _ �� w+E" .. f` �c'O ` Pox roe 2:1 �� ) «. ` ®� 485.3 TOP *' 48 90 �-q84 s,0 Toe e o r 483.50 a? : 481.98 482.30 y .. Oy o F 2.6 2 r c� d. FL FL�1iP N -,_„ ........� t .`� TOG 487 I�. oow _. o _ _ ,....,_.,Sg ,.- B,r-`��••^��--��r��/"',I'.�,/".�!"'..,�-�. 492.67 75.67 �,._ 5 pG 490 6TIN 7 - 5 INV 0, TOG _ 3 \ ~ I V 0 S90 5 N 4$1 g 4$2.8 57 TW 492.00 TW 7F92:00 1 s 48 _ taP a F jF 48 l S 1 r _ 5 67 483• 2.67 483.58 L 112• c97 - roa 4.67 t t 2:1 MRJE TOE F 009° 6 ® 7 I. _._. - TF 484.67 TF _._- ..._� 3 "` 3g 1 FL FG ..N LOOT FJ i 5 TOG ?< �l 1h T- oa __. _ __ _.�,_ .. _ TOP - ' 61.77 .. 484.70 - �°� �I INV 481.90 TF 488.67 2:18.31 o'. P� A % FS 5 EL1 1 OT 3 4s0.57 A 482.00 -roE MAXMAx _ 483. _06%.. A 0 f� Ha (0G 483.•50 5 484 +� H S 48 3 HP INV 482. PPE 4 90 61 d i PLAN 9 C IMNEY F 1 .58 L= _ FF 483 S- is Igo 6� J \ Q/\ - o _,_ ,_. _._ 4a3 5 . 482.6 FIG 'IW �I 6 S 1.97% PE 48 c_ .. .. 0,59 .. ov 7 VG TF 482 00 8p 4.67 484543 1F o 1 2.00' 2.6 ✓ b 1 0 �" C 2.30 i0G 47 112• F5 7 o II .. 1. I L= 67 S 1 4 -90 28.75' I N1 ® 48 0.6 482, /P►� p0' 48 GF J o ax 22.95' II 483.07 MNEy FL -HP -> 5 INV 4 A 6 S 1.22% 484 484.49 101y n HP 67 FL Lwj ? 1 482.01 484 ° 1 483. � � I � FL . I FS 07 FS 1.8"° 3 ,° o.l S N 11bz 483.07 482.9 U31 00' 6 F V` 3 482.9 4 ;7- d: 482.89 L'_�OpO% 3 �� o :I N° 48 fS 4 4 48 2.30 5 To 481.90 ' o S' ��- 28.75' -� 2 z . • 9` - i� i4► �I 3 2.83 dP' 3 rn 488HP INV 480.57 TOG o ��v 4 47 g� i 482.30 482.91 2 �N - - 492.00 5 INV 480. 5 o`; .o , !. �t �4.51 ° 484.39.E �4 30 ' 48'%•'3Q L-HP Fes/ 482.79V . GF % 64. i CHIMNEY A A 82 CHIMNEY 10 b I 484 43 F� FS G .. ,• o FS 48 j 0./ 53' ' 1 : 483. 483.84 I o, FS I O' I I 482.8> ' m 2.89 I 1 FS I o 90 r e•- 1�A° �i FS z 482.92 L��I� 482. 483 1 fi0G 4� 1� FS 80 II m F83.HP 111, gg4.03 is y�1 �I .•� -' PP. •. I� 0 11 482.81 L=107.00' i 5 IN`I 4g1 �I 1 3.97 4bo 60 O FS S=1.00% 6 iT �I 483.7 48 37 FS :�k 490.0 48 /11 i h FS FS ? 3.33 a I 2.43 GF V ^ / 1.� 60.24' 291 ' . LO C 2 1 al 6 482.94 PLAN ? , y , d+ a ` 3.56 o t F 482 >0 1 L-1 43 ' 483.07 FS 483.20 1 GB Tw 4886> .482'_ . -j S-1.43% f?�- : FS t0,j'- } :��liS�•1% \, 1� co. 1R• 1 r: �b 48 n ai 482.00 T o / PE 483.5 4 �,HP 1 0 3 48 LOT 38 482.70 ��' o �1� 2 00 1. •YI o- cam- 1 4.2 F 489.33 p I % u1:1 2 PLAN 7 00' 4g0.67 FG I B i : 98 482 1 is 67 TF 48 I 1 483.2so 6 L, 1 m` 4>33 I- ' 484• I ti �A �(1 FF 3 40% 97 T 41 TMI 2.00 !cati ./ s'� a N li 2% 1�' 1�� 5= 483• GF53� :: G P `A F 483. 3.90 F g.33 E 482.656 a8 46 J sr a FS GF r- .' c 482• 1 q8 �5% 482.3 y:.. , % - .1 482.81 q 482.30 i . 483.71 ;• ;; 1�� .. EO-'-5%. 490 00 ,n I FL � q E.-• .. � HP , . 2 i � 1 " : •.3.82 3 4 67 �1 FS 483.97 a i. . c- .. E' FG q83 33 �2.79 t 48�.05 „ I TW 488. 55.64' 482.00 � 484.2 � TF tC IN I 2 TC TC 47g>6 n1 488. 48 482.92 " i n 4 3 00', 66 BVC 482.82 TOG 48�.0 EC 9.71 TOG 1 G 67 2.6 �1 FS GF FG 483.56 4 140. - 482• TC 48 ` _ ..••�) INV 47 •86 -��..,..._,_..,,. 40. 4@ . , f 482.30 .1 TW 488.67 483.07 2.60 4 1 -fW 67 ° 1 478.36 7 OQ 4 01 fi7 a 0 4$09 FG 4 FL- 1 GF 48 82.63 490.00 1 490 00 B 1C TC g82.69 1� 482.00 FS I� �� 1F 482• • - r 1� G 484.23 j TC; 483.j9 SF 483.3 , 480.2 3 b�. i . i 1 483.20 F 3.29 Q I 482.30 7 �'� T1f 48 - -�� I _ - ...__---. -• I 480.25 _.."--�-� I FQ 482.6 7 5 i� ` 4 FL HP � FS STEP 482.20 '(OG p. 482.89 • ° . ° R.. 1 N < ° N FG 111 01 a 78& r. 0 25 �- _ �� 58. i o FS 482.39 3 a' 2 482.14 3 TC V +00 TO TC 480 ,,7 6> 1 N 6 STEP Lcr - INV 480.42 47 J�° I�`'� �_ ��►' -. 478.92 7 > TOG_-'-�_"_ ..,,.,_ . 481.95 7 NV y I �+R 480•> 2 hh//.. INV 47g 0 _..�, .,, , - -. • `_ M. - N'Ffj� w 20 W -. 113.880' Ii T TW 4 0.00 C 481.98 TCTIT 4 FIG 3 -�.67 89.74' BC 48p.76 TC _ eG 481.fi0 7 481.04 ( INV 480. '29+0 26 _- " TIC 481.07 TIC 481.24 TIC 81.35 ram^ TOG 48 .28 7 INV 4 .50 "`'�., 27 oQ _ _ _� - - - 28+ 0�- CONSTRUCTION NOTES QUANTITY ESTIMATE P/L m FOR PERMIT PURPOSES ONLY TIN SEE PLAN I SIDEYARD WALL: 8"x8"x16" PRECISION CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,044 SF a° BLOCK GARDEN WALL REARYARD WALL: P/L �� '�"� Q O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4.244 SF 3' MIN 2' 12' 3' MIN 13NSN16" PRECISION BLOCK GARDEN WALL CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,655 LF v of o VARIES 2' MIN. m m O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA o i w mJ ao O INSTALL AREA DRAIN PER DETAIL ON SHEET' NO. 1 8 EA d 0 q w a O INSTALL 4" PVC(SDR-35) PIPE AT 1% MIN SLOPE 860 LF PAD ELEV FINISHED 3 (HIGH SIDE) R O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEEP N0. 1 8 EA PAD ELEV -Z + a: - FINISHED 2' VARIES FINISHED (LOW SIDE) C r 7� _ Q°/ FLOOR PAo ELEv BENCH NOTE TO CONTRACTOR, QUANTITY ESTIMATE FLOOR o 3.7 2% T j \ ///\//\\ /\ //\ 2% TO 1 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE 20% I0 2' \ \\ \\ \\ \\ PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY MIN ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY' TO PREPARE i,\// /// 2.7 HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC: SHALL NOT 0.3' \\\ \\ \;\\\ Mq BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME REQUIRED IF i,/i,/i,/i,/i, MIN z /V .-\ k PAD ELEV VA�AA�AA,Al 0.3'VA �� \� MORE THAN 12" i/ /A/° A'�(SEE PLAN) OF CONSTRUCTION. MIN / gv�`� �� TF SEE PLAN co NOTE REGARDING GRADE /\/\ S / UNLESS OTHERWISE STATED: SECTION A -A SECTION B-B FINISHED GRADE AROUND BUILDINGS = PE TYPICAL GARDEN WALL SIDE YARD DETAIL TYPICAL GARDEN WALL REAR YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) NTS N.T.S. 1st SUBSTITUTE MYLAR NOTE REGARDING WALL ELEVATIONS GARDEN WALL AND GARDEN WALL/RETAINING WALL Q�{OFESS/� THIS MYLAR IS IDENTICAL TO THE QROFESS/Ow,. HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE tbi pE AC MYLAR APPROVED BY THE CITYIs. _,W� Alert SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE ��0 \p� Lq po F ENGINEER ON 12/12/19. EXCEPT FOR �Q A• DE Lq l R D A I e P 6 SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF oO w2 /� _ THE REVISIONS NOTED HEREON. _g s�' °q9 y WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS (7 ' ^` m - i/ m m 9 ON THESE PLANS ARE NOT NECESSARILY IN BRICK C43880 O R� Q C43880 m DIAL TOLL FREE INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE Exp. 6-30-21 Exp. 6-30-21 �fLL+� FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. 0' 20' 40' 60, 80' 7�f 1-800-227-260 STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. sJ C' / V AT LEAST TWO DAY MESA Consult ng,ht 0 Inc.0qrF OF CALIFOQ SCALE 1 "=20' 9�F OF �FCQ BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE CAS BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET MSA 43880 NO. REVISIONS APPROVED DATE MARK INDIO BM •99 ELEV. 499.71 sMls CITY OF LA QUINTA, CALIFORNIA � �•.,., 2 1 ADDED ENLARGED GAR GE AND REVISED GRADING FOR LOT 38 J � � I�LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING> LANDSURVEYING MONROE STREET. (NVGD 29, 500.00- ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS `� /2/1 PHASE 12 - PRECISE GRADING PLAN of 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY BR ;AN MCKINNEY DATE 11 760.320.9811 msaconsultinginccom I-17 "W CITY ENGINEER LOTS 36-39 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 PG 2oto - o oo ■ Dig j Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 25 0 �C 480.25 � �MERV �� rNV 478.921 7 -� -� GRIFFIN WA Y - 2B 00 27+00 MORE THAN 12 TC 481.35 TOG .28 7 - INV 4 .50 -� 28+00 CCTMNGGFBIUAILDIU NVOFFICIAL DATE TA 'PLANCITY IN QUANTA DATE I' TC O 482.15 CONSTRUCTION NOTES O CONSTRUCT 4" THICK P.C.C. DRIVEWAY O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK O3 CONSTRUCT 6%8"06" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1— 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: SECTION A -A SECTION B-B FINISHED GRADE AROUND BUILDINGS = PE ELEVATIONS DO NOT EXCEED 1' VERTICAL NTS NOTE REGARDING WALL ELEVATIONS GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS 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. © Copyright 2019 MSA Consulting, Inc. All Rights Reserved ELEVATIONS EXCEED 1' N.T.S. DE (q T (F-4 w C43880 m Exp. 6-30-21 ��qTF or CA�IFOQ/ 0' 20' 40' 60' 80' SCALE 1"=20' NO. REVISIONS APPROVED DATE �y �� yy MSA CV'NSU LTI NCB INC � C. T > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginccom BENCH INDIO BM •ss MARK ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE R.C.E. NO. 43880 DESIGNED B sMs APPROVED BY CITY OF LA QUINTA R-�2-19 BRYAN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA SHEET 2 OF 11 SHEETS LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONTI E STREET. (N). 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). DRAWN BY sMs TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 -PRECISE GRADING PLAN LOTS 36-39 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. R.C.E. 3 DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 DATE /�� /sill NI ((11�v , / CHECKED BY JAB FPPRVEDOR PERMITTING [CITY LANNING & ZONING COMPLIANCE A. DATE HERI FLORES DATE FICIAL LANNING MANAGER QUINTA OF LA QUINTA A B<9 TW 488.00 o LOT X12 LOT 1� TW 488.00 TF 480.67 pC 3 TW 488.00 TF 477. �° Lr�p'� 10 TW 492.67 TF 480.67 3 �` 484.67 �'®� �� PCS (4538°�I) C TF 485.33 TF 480.67 33 (4DD TW 492.67 PCS (488.5) TW 492.67 Bki TW 492.67 102.63' 2:1 MAX 162.81' TW 484. TF 485.33 TF 485.33 TF 485.33 2:1 MAX 480.6 478.6 477.33 TW 484 67 ---- --- - TRW 482.10 _. ___. �_ 140.00' 129.63 3 7.89' TRW 482.10 10 g 104 104 p FG FG TF `t 478.6 477.33 TF B TW 486.67 TRW 480.10 r; � 1 p TRW 480 FG 2:1 MAX 3 2:1 MAX TW 488,67 480.30 TF 480.00 N 10 TF 48Q.10 TF 478.10 N TF 4 8 0 � TF 482.00 FL -HP 478. 7 ' 1 4.67 4- .. .. .. F - .. -� .. .. - 0.5% 0.. 0.5 FL -HP TF 478.00 484.2 p .. - 0��% 482.7 480.6 _ .. _ FG t/ 483.90 oN 0 �484.2 482.7 FL -HP B G - B 482.40 FG FG cv C 477.95 ° FG FL -HP 6% r� TW 490.67 � 483.58 - TF 483.33 _ � - . E- .. E..-0.6%- .. � .. .. � .. --�'- • --� � -� N •- 11 FL4? TOG 483.58 FL N �, 479.99 479.97 :� o NV 477.90 5 / of FL 476.5 7 0i FL 482.13 FL 90 7N477-:41 I 479.90 11 5 INV G 476 590 F� 7�4 o: TOG 483.50 TOG 483.50 -o j FLSq N INV 482.17 5 5 INV 482.17 57.5' J 82.13 FL 0: L 1 ri PO� V2 L=113. LOT 33 S-,.22% 1.0 LAN 5A S=2.32% 6 LOT 35 L=1 12.00' 6 I x 46 480.30 , FF 479.27 ' ' _ 3 PLAN 5C 4 5 INV 480.67 I TOG 479.90 5 FF 481.27 FL -HP iT x 00�i L=1 PE 478,6 PLAN 5B S=1.91 % OI � m TOG 482.00 I Q 14. W T; FF 484.87 2 483.901 Ill I PE 484.2 14 4 FL -HPI N 5 NV 480 67 f INV 478.57 PE 480.6 OO FS 484.70 F 481.10 �' 6 S=1.Opy,O ; �^ CHIMNEY 1 L=107.00' I �� ■ 0 TI �T S=1.00% iv I O 4 L -H t Y./ I L=112.00' FS 484.5 I 482.91 i o I 6 CHIMNEY FS 480.1 I I FL- 1 © b\ I 6 S=1.00% I: FS 483.02 1 HP 3 LU •- I � 3 � I CHIMNEY 1. 2 T I FS 2 1- �1 FS 479.10 I 484.67 484.67 484.67 1 3 TI FS CHIMNEY L=101.00' 6 A i1 A29.53' I TW 490.67 1 1 S=2.65% I 481.07 481.07 481.07 480.94 /BTW 486.67 i o 38.48' -1 89 07 479.07 FS 478.9 W m 28.75 1 FS FS FS 3 T 3 33 1- : I : I �/-TF 480.00 32.48' 2 U�^^ 62.08' I I FS FS FS i�0 , FS 479.07 _ v! W sa 1 FS3 a ,i ( I 48 67 i N 57 08' I �1 FS 94 a J x F 1 I a :� �� I Q 8, T I _ 4 �u GF 483.17 I i o GF � � 78 484.54 ® I 101 �, 3 � Q ♦♦^^ E -=e I 0 YJ o I I FS 16' = I I 23 i o bt 484.49 2% I - N 480.89 b� FS 'I I N ! I ° -I I v 10 N - 2 . � b 0 4 � 1 N 7 N '� 2 8 I .3 !- 0 . I o 4 �. 0 . 3 I �^ T , I L O --.� a� T a� 4 a �n ! 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Q I TW 490.67 2 FS $ t I iFi' cti t� I TW 484.67 I I I 478.6 1 a ;n I: TF 482.67 I TW 488.67 I�` ° I1 '`� !� FG FG 478.6 ic3 cti 3 o r I 482.7 482.40 1 TF 482.00 �° Imo\ t\ yl 2 a" I. I co I TF 477.33 /FG FL -HP Iry :� co co . I 480.30 I ' 478. 1 I I co O rn I 48:79 I I p 30 I. 1 I oo ao I FL -HP I F E-- f- �5% FL_H a t TW 488.67 ; 1: II �\ FS - FG P cca �I 483.90 II 482.7 1 I 2 ° IW IF 480.67 . 1 8 FS 482.99 oo . 1 i 477.96 �,, 484.2 FL -HP I. 482.30 I 3 FS 481.37 I E' - 486.67 t I 4 0 0 3 TW 484.° FG I .. e... F - .. <0.5% .. �� I . 4 FL -GB I o „ TW FL -GB 67 N (3) 6.5 STEPS ' o �- ,, ; ., ° ; FG 479.6 0 FG 477.6 - --a -,r _.. ! 479.96 w 3 86.77'' I I � d 490.67 �F$2.84 5 ly I TW 488.67 b� , TW 488.67 I 4 0 TF 478.67 _137.6_ TF 476.67 TW 490.67 I 483.56 4 w TW 481.5 _ FS I 3 I TF 482.00 0 0�4.I t FL -GB .- o _ _._ _ _-- FG 484.2 1 FL GB 3 0 FG 483.5, FS 481.49 cot 2 , Q FG 482.7 1 a P TC 477.60 477.54 TOG 477.02 TF 483.33 1 a TF 482.67 1 FS I 129.63' I 0.64' _ TC 477.99 TOG 477.44 FS WV 475.43 7 4 ° __ 4 4.67 140.00 TF 482.00 53.08' ! FG 8 - - _ - 478.54 7 .94 EX. ELECTRIC TC 475.98 T 478,6 __._____ T_ _ _ __......,._--- �__�_ 479.06 TC TC 477.90 INV 475 TC 479.80 TC 479.34 TOG 7 PRC FS 477.51 TC 477.31 TC 475.90 TC 475.59 F 478.00 TC 482.85 TC 482.80 TC 482.31 TC 482.00 7 TOG 480.80 4 TC 479.90 INV 477.50 TOG MVC EVC TC 481.72 EX. ELECTRIC INV 479.30 TC 479.53 475. O 7 INV 473 9 5 TC 26 TO 482.82 TC 482.09 TOG 481.53 A TOG 479.49 7 _ 5 PRC IN 481.05 7 7 INV 480.03 TC 481.39 TC 479.51 INV 477.99 _ -_ ! 35+00 _.. _._._ - `-~ �-' - TC 475.36 BC 479.50 1- MERV GRIFFIN WAY _ 34+00 31+00 32+00 33+00 A CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY Ol CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,116 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,726 SF O3 CONSTRUCT 6"xEIN16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,622 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 865 LF INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA i" 2 10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 195 LF 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 HIS OWNS AND FOR QUANTITY ESTMAITEPFOROSES ONLY. IT CONSTTRUCTIONSORLL BE COSTTHE CONTRACTOR'S PURPOSES. MSA CONSULTING,RESPONSIBILITY C.TSHALLLPARE NOT 2nd SUBSTITUTE MYLAR BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES OpFE8S/pHA THIS MYLAR IS IDENTICAL TO THE QRor-ESS/o4, MYLAR APPROVED BY THE CITY UNLESS OTHERWISE STATED: lvQ� a' DE L4 r ENGINEER ON 06/11/20, EXCEPT FOR Q� p DE L4 F� Dig Alert 09 THE REVISIONS NOTED HEREON. �� P� To FINISHED GRADE AROUND BUILDINGS = PE � LU C43880 m O R� w C43880 m DIAL TOLL FREE cc: Exp. 6-30-21 2 � Exp. 6-30-21 Q 0' 20' 40' 60' 80' 1-800-227-26�+ 00 © Copyright 2020 qTF C / V OQ�\� - -cs>JgT C / V AT LEAST TWO DAYS MSA Consulting, Inc. aF CALIF SCALE 1 "=20'JUT-IANF OF �F BEFORE YOU DIG All Rights Reserved A. DE LA TORRE CA�- NO MARCH PREPARED UNDER THE DIRECT SUPERVISION OF R.G.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA REVISIONS APPROVED DATE INDIO BM X99 ELEV. 499.71 SHEET M SA I � 43880 1 REVISED DRIVEWAY AND WALL LAYOUTS > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE \,(„ DRAWN BY 320 TRACT NO. 32879 - GRIFFIN RANCH 3 REVISED WALL LAYOUT LOT 34 MOVED HOME AND REVISED GRADING ON 34200 Bob Hope Drive, Rancho Mirage, CA 92270 MONROE STREET. (NVGD 29, 500.00 ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS PHASE 12 - PRECISE GRADING PLAN POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 ��CHECKED BYBRYAN MCKII� DATE LOTS 32-35 11 LOTS 32 AND 33 ADDED RETAINING WALLS AND NOTE N0. 10 760.320.9811 msaconsultinginc.com CITY ER 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 1>G'0�0 o - oq PROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 1`� eJ�� uj�,I(Iow MWA% (W10A4 2p J ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA I 1 s I a. w L07 T2 TW 48s.00 B TW 488.00 PIE TF 480.67 PE LOT 111 TW 492.67 TF 480.67 3<9 3 TIN 488.00 � 4 87 33 (,�� Op �� SOT 10 PCS (4 38°�I) TF 485.33 TF 480.67 TW 492.67 pIE MOM TW 492.67 Bki TW 492.67 102.63' TW 484.67 TF 485.33 B TF 485.33 TF 485.33 2:1 MAX 480.6 0 2:1 MAX 162'81' TF 477.33 TIN 484 67 _.. - 129.63' 7.89' 39.34 F� TF 477.33 2:1 MAX 140.00' 3 w 480.30 B 478.6 0 - - c FG 8.6 3 2.1 MAX F- _ -� .. -� .. / ao B 478. 11N 484.67 Tot --- - -- TW 488.67 N _ E - .. ° fq -� 478.00 0. 30 � .. TF 484.2T-,- TW 486.67 _ L HP - .. ,. ,. .�.. _ -.�.. 477.97 F_ ° . , c- .. � .. � .. .. E--- .. � .. - -� - - _ .. .. -�:. - _ - - - - --._ _..__.-_ - -- _ - TF 482.00 FG i/ 0 483.90% 0 484'oq.2 0 482.7 F-- 0. % TF 480.00 FL FL -HP B FG ;4�2_7 B 482.40 FG 490.67 <j FL -HP 6% M 480.6 479.97 483.58 TF 483.33 E-- F-0 6 E -- F4 FG FL o: N � TOG 477.90 477.97 _ 483.58 FLJ 479.98 I,n INV 476.57 5 FL +t b\ r ` ` 482.13 F` TOG 479.90 .o t't 5 TOG 477.90 0: TOG 483.50 5 TOG]4827 :o (� FL 13 I 5 INV 477.24 q INV 476.57 :o INV 482.17 5 INV 57.5 y 482. o LOT 33 L=106.00' + OT 32 N 3 FL PLAN 5C S=1.22% 6 �- �{ PLAN 5A L=113.00' 46 FF 481.27 :, FF 5=2.327 6 I LOT 5 5=119;. Q 3 2 I� 479.27 PLAN 5B I 5 TOG 4s2.00 i TOG 479.90 PE 480.6 ' ° PE 478. W` 2 i r TOG 482.00 INV 480.67 INV 478.57 5 CHIMNEY FS 481.10 i Q o:1 6 L=114.00 sW 2 , FF 484.87 TI 1 �` N INV 480.67 �i L -107.00W PE 484.2 CHIMNEY484.70 1 4D FS 480.9 15=1.00qCHIMN F Lu TT 1 1 S 479.10 i ; L=112.00' 484.5 1 1 1. t 4 _ 1 39.81' i FS 479 1 I 482.91 1 N. i 6 S=1.00% 480.30 1- iv II 479.07 0 FS 478.9 0 I 6 S=1.00% ® 1 •1 FS 1 f FL HPLu 481.07 481.07 481.07 FS 7 479.07 478.30 t 3 A 1� A FS FS FS 3 TF 480.00 I - 3 Tt FS 478.94 FL -HP t �c �:I 4.67 4 483.90 i 483.02 I 1 480.94 TW 486.67 i 4 +. �I 484.67 484.67 484.67 FL -HP 3 Tf FS CHIMNEY L=101.00' 6 1 29.53' .i FS I:o + FS 3 488.00 + v, W 28.75 FS FS FS 3TW 4830.33 I 62.08' 1 S=2.65% x i a 32.45 I - f 57.08' I 483.04 TI a F 4 i� a ��. b� G i1 478.30 t + W FS i ,i ( 2 �i f f N C 480.89 1 F 47; a + A 483.17 i - 1 ° °� 10 L- 8.8 G s� I 1 �° cv t HP = i 3 F _ 1 2 1: ° I F N G T o. . aa� 4 7 8 484.54 I . � F .9 III °�=. ° S 1 I ■ 4 o <� I Lu V J FS .16' 1 � ° 23 8 I i o� .8 9 o bt 484.49 2% I ° i t I I FS W FS •+ �I 10 N v 00 p f2 aa. N a I� t f 1 480.91 ° I - t o . T 34 4so.a3 a 1 <a� L O � I b\ 047 ° Q ° F = ,I.o J: 47 8.87 b� 1 Cr 1 ° I I L-99.00' - i FS FS z o': f : t 8.79 p a483.90/10 :I 6 AN 7A co 10 f i 480.87 o t I F FS z + I 484.43 484.51 m ° a S=1.38% PL s S o +: 0 I 484.39 484 47 r� ° I� o I a 2 0 ' �I 480.30 480.79 FS + o c1 O FL -HP I FS FS Z o` I o I 2 FF 483.37 f O FL -HP FS a t t o W J FS FS a I 482.93 I :i`� ° r�•-- �' ��«o a 1 PE 482. i a b a I �: 7 I Z 9 3 1 FS 1 i GF 480.70 �S ` A GF a <. I 1 482.73 1� 480 Q AIIy �t 478.70 1 1 478.43 �S W A /4 : I GF 484.30 F� I i 483.17 FS : i 480.43 : i FS 478.7q + GI X '00001 �I�f 484.03 4843 AI A 1 FS I_ 4 482.40 I I1 FS I t _ A+ �., WI FS i� i �' FL -HP 1 yi TW 486.67 �< ��b� ��i 0 11N 484.67 i J TW 488°67 t I oo TF 480.00 I•u) LO.i 478.00 +� t A --I f _ I.II� i i " a 3 TF 482.00 I b\ I TW 486.67 0+ TW 490.67 �< IW 49.82' 1 t i ui pp I� /TF TF 483.33i 480.00 � 1 482.91 483.02 I o 1 `n 3 I + 3 b + Q o I I I 8 .70 TW 486.67 + TW 484.67 Ib FS GF 4 2 +I 6> 1 ,N. I t I1 I FS IW i �- ��, N: W 480.67 t TRW 478.67 b�. ° + m s� 1 483.17 �f a1 �r f o. TF 476.67 i T as $ A 1 TW 488.67 TW 484.67 �s� a+� i TW 490.67 f t 3 coo o I� 482.40 1 TF 482.00 b� 1 ap I 2 I� FG 478.6 �. i I FG 484.2 FL -HP 1 cv g + o r� �t I 478.6 + TF 477.33478.30ao i 1 a TF 482.67 P + ui 480.30 t + I I I b\ + `° o °' 1 F -HP 478.75 g F�G� E- .. F- 0.5%+� i I 1 1: .ao ao 00 ' I �L FS ! f -- e - e-- FL -HP 481.9 I� TW 488.67 1 0 +� �i 483.90 FG I TF 480.67 I r ao:. + ca%• ---- I d 4 f FL -HP 4 482.7 482.30 1 3 s FS 48.37' i F- E -- I: 477.96 4 It I 0.5% 484.2 81.70 I 4 I 0 FS FG .. .. E-- E-- F- F t TW 486.67 o a f 9 I FL -GB 3 484.67 A +: FL i� FG FL -GB I N (3) 6.5" STEPS I FG . a, -. � FG 479.6 ` 477.6 ._- I . �- I a o-4 I I 479.96 3 TF 478.67 $6.7° . 137.65' TF 476.67 _1 TW 490.67 481.55 t TW 488.67 4 y TW 490.67 483.56 � 482.84 , , TW 488.67 I FL -GB 3 FG 483.5 i(1 FS ; .. FS 1 481.49 3 (6 I TF 482.00 2 c�4 FG 482.7 FG 484.2 I i ¢: I i 08 _M- TC 477.60 G 477.02 7 1. TW 484.67 TF 482.00 53 1 TF 482.67 FS 0.64 r TC 477.99 -° 477.54 TO TF 483.33 140.00' , . 129.63' - - _ r - -- 54 TOG 477.44 FS INV 475.43 Z TC 475.98 '-' :_ t FG 478.6 _._. .483..__. 06 TC 478. TC 477.90 7 INV 475.94 EX. ELECTRIC TC 475.59 TF 478.00 OG 479 1 TC 477.31 TC 475.9 TC 482.85 . TC 482.80 TC(482.31-)/�TC 482.00 7 TOG 480.80 �4� TC 479.90 TC 479.80 TC 479.34 INV 477.50 7 PRC FS 477.5/ 0 7 OG 47 MVC EVC TC 481.72 EX. ELECTRIC INV 479.30 TC 479.53 479.49 - - NV 473 .45 TC 475-26 TOG 482.82 TC 482.09 TOG 481.53 Q TOG 7 - � - 95 PRC INV 481.05 7 7 INV 480.03 TC 481.39 TC 479.51 INV 477°99 t35+00 TC TC 479.50 MERV GRIFFIN WAY 475.36 - - I BC 1 - - - 34+00 36 0+ p 31+00 32+00 33+00 CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,116 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,726 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,597 LF �4 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 865 LF INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA 1 O9 CONSTRUCT 8"x8"06" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT 25 LF 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 HIS ESTIMATES OWNAND FOR QUANTITY ESTIMATE PURPOSES CONSONLY. TRUCTION SHALL COST THE PURPOSES. MSACONTRACTOR'S CONSULTING, RESPONSIBILITY I C. TO OSHALLL PREPARE NOT 1st SUBSTITUTE MYLAR BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES OpFESSIogq THIS MYLAR IS IDENTICAL TO THE 00-ESSioN MYLAR APPROVED BY THE CITY '9� UNLESS OTHERWISE STATED: �t`Q� �a p' DE 44 ". <1 ENGINEER ON 12/12/19, EXCEPT FOR *1- P• of 44 F CO J P 099 � THE REVISIONS NOTED HEREON. �� Dig Alert FINISHED GRADE AROUND BUILDINGS = PE n �/ m rn DIAL TOLL FREE w C43880 m Exp. 6-30-21 =DO R Q Exp. uj 46 8 00 °C 21 � Q �+ 0' 20' 40' 60' 80' 1-800-227-2600 109 © Copyright 2020 s'9� C V Q��Q cS>>q C T AT LEAST TWO DAYS MSA Consulting, Inc. F OF CA,\ F SCALE 1 "=20' l� OF �FOQ' BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE GAL BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE �� MARK INDIO BM #99 ELEV. 499.71 SMS CITY OF LA QUINTA, CALIFORNIA 1 REVISED DRIVEWAY AND WALL LAYOUTS ADDED NOTE 9 1NG LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATUREL a - 43880 DRAWN BY _ TRACT NO. 32879 -GRIFFIN RANCH `3 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS �� PHASE 12 - PRECISE GRADING PLAN OF 760.3 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 B AN MCKINNEY DATE 11 760.320.9811 msaconsultinginc.com CHECKED BY CITY ENGINEER LOTS 32-35 �` �' 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 P�;LOD_0010�_ FOR PERMITTING l2 tt io // %-0I q ORTEGA DATE CHERI FLORES DATE CTING BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA WRI'ma-1 CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,116 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,726 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,580 LF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA OS INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 865 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA 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. 4POFESS/pNq` NOTE REGARDING GRADES- DE UNLESS OTHERWISE STATED: gQa �,. L4T09 FCi D i g j A l e r t FINISHED GRADE AROUND BUILDINGS = PE R m , j► �QR�` uj 0 P 4 DIAL TOLL FREE Ex 6-30-21 -3 1- O-227-2600 Q 0' 20' 40' 60' 80' © Copyright 2019 V �� ATLEAST TWO S MSA n (Reserved Op BEFORE YOU DIG All Ri ht Rights s CA\.\F�O SCALE 1 "=20' NO. REVISIONS APPROVED DATE MSA CONSULTING INC. BENCH INDIO BM •99 MARK ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN]BY sM APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET } LOCATION 43880 DRAW > PLANNING> CIVIL ENGINEERING >LAND SURVEYING R.R SPIKE IM P P AT NORTHWEST COR. AVE. 50 AND / MONROE SIGNATURE /z-n-�i TRACT NO. 32879 - GRIFFIN RANCH 34200 Bob Hope Drive, Rancho Mirage, CA 92270 9 STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). JULIAN A. DE LA TORRE DATE SM PHASE 12 -PRECISE GRADING PLAN OF 760.320.9811 msaconsukinginccom R.C.E. 43880 EXPIRES 6 30 21 / / I CHECKCITY BRYAN MCKiNNEY ENGINEER DATE LOTS 32-35 11 JAR.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 A00 Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG m >60 CJ8 r t6 473.93 474.(56 \ F 6 T 48 \ ST9 $ 663 r FL -HP -I FS FS �> ..6 0 > \ r I o a 78 \) 2. UO .I I 3 474.67 OYI 47 3Po r 473.7 I 0 I T C i Tw 480.00 ate' 472.63 r. FG 473.7 \ TC ` F$ r • TF 472.67 ARYARD WALL: P/L 472 95 `� r x8"x16" PRECISION 7 TOG E-- - - F-- .. �5 OCK GARDEN WALL of \ !NV 447j2 60 a 3 -1 473.06 VARIES 2' MIN. \\ Ek' eCEC10 j FL � TW 480.( F472.57 TF 472.6 TC 472 44 7 TOG 471.63 _.. g INV 470.13 TW 480.0( 3 �\ TRW 474.( FG 473.7 3' MIN. TF 470.67 a I 2' ----+- — 0.3' MIN10 RETAINING WALL: ° ° 8"x8"x16" PRECISION K\ BLOCK GARDEN WALL %\ PAD ELEV FSEE PLAN (SEE PLAN) % 12" DRAINSTAR SUB -DRAIN CONTINUOUS PER NER-569. FOLLOW MFG'S INSTALLATION j\\ /\� TF RECOMENDATIONS. PROVIDE OUTLET AT LOW\/�\\\/\ \\\/\\\j\� SEE PLAN] SECTION C -C TYPICAL GARDEN WALL I OFFSET RETAINING WALL DETAIL { NTS REVISIONS APPROVED DATE MSA T D GRADING ON LOTS 29-31 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING ION C -C 34200 Bob Hope Drive, Rancho Mirage, CA 92270 ADING ON LOT 29, REV. WALLS ON LOT 30 760.320.9811 msaconsultinginc.com FOR PERMITTING PLANNING & ZONING COMPLIANCE I A—. OaT60 31 ZoZo 3RTEGA DATE CHERI FLORES DATE ILDING OFFICIAL PLANNING MANAGER TY OF LA QUINTA CITY OF LA QUINTA �r09 ti �� rk . zgd k-1oti LOT APA pp bc�56 GF . 0 TW 480.00 FG o�A FS e TF 472.67C-10 s! bc A� tx�p 15C 1(). � 6g' r A 6 ro V. �� \�A \\ 1 `W1 q.'16' i \\ 4 1 68.8 i �\ � 68,56 / ✓,r` _ --1. 1 4 60 MERV GRIFFIN FFIN WAY 39+00 — — I — 40 Jf - 4 i 469.24 1G 46g.�8 /q,1 kip CONSTRUCTION NOTES QUANTITY ESTIMATE NOTE TO CONTRACTOR- QUANTITY ESTIMATE DESIGNED BY FOR PERMIT PURPOSES ONLY MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE SIGNATURE 43880 SMS PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,971 SF ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE DATE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2,917 SF BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME L/ JAB R.C.E.C418EXPIRES 09/30/20 OF CONSTRUCTION. O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,238 LF NOTE REGARDING GRADES- O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA UNLESS OTHERWISE STATED: O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA FINISHED GRADE AROUND BUILDINGS = PE O INSTALL 4" PVC (SDR -35) PIPE AT 1 % MIN SLOPE 616 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA O CONSTRUCT STAIRS PER C.B.C. 11 B-504 W/ RAILING ON DRIVEWAY SIDE 4 EA Q 10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 276 LF QPpFESS/ON q �p.DECgl`F'l� Co w C43880 m m Q R� Exp. 6-30-21 0' 20' 40' 60' 80' i �, N. V \� CF CAtiSCALE 1 "=20' BENCH INDIO BM *99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA MARK SIGNATURE 43880 SMS g LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND DRAWN BY MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SMS 24M JULIAN A. DE LA TORRE DATE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 BR AN MCKINNEY DATE CHECKED BY ZS- 2-0 49R JAB R.C.E.C418EXPIRES 09/30/20 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 06/11/20, EXCEPT FOR THE REVISIONS NOTED HEREON. JULIAN A. DE LA TORRE L / QROEESS/oNq DE t4 Co J P X99 w C43880 m CC Exp. 6-30-21 � V \F OF CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 29-31 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M PG Sao -poi SHEET 4 OF 11 SHEETS Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. MOVED HOMES AND ADDED NOTE 10 At PAN (b TW 480.00 4 „ ?8, °d TF 472.67 TW 48 0 TW 480.00 a e. ° °a jii 474 670 oL�TRW 474.00 3> TC O � 482 00 � o Oq FG 473.7 3 x p p TC 9 i� IF 472 6.00 y� `n TF 470.67 1 a \ 4 ° �: 00 i TW 4474 0 0 4Sk� ` 473 1W : j TRW 474.00 .- ^\ a i 7 480.00 yl FG 472.0 w a a•. , .° �� I, ""..- �". �� ^ •�,, -.., ,..-, ... -� _ 472.63 FG FG 47 FINISHED FLOOR a a IF 470.67 9 r P L 4 j2 9S `` /� 472.67 j 473.40 /` TW 4 0.5% FL -HP 471 27 a. ISION `� 7 �TOG4772. .,. g TRW 8p4 0 FS a WALL NV 60 TF 00 i 473.06 FX• eCl 47 0 3 i FL 4 TW 480.00 9 0 2' MIN. �` \ eCTRlC FS72.57� TF 472.67 66, . -- 210.44_ TC 44 3 INV 470• _ 47 7 TOG 471. _ g oo e 2 13TW 480.00 _. TC 470.04 TRW 474.00 TC 470.47 LOT G1°, P TW 480.00 e -CA FG 473.7 TF 472.67 e O� ^� e \ e e 0 ` e ��s e �\\ e � e FG 473.7 3' MIN. TF 470.67 I GRIFFIN Vy TC 470.37 -� lC �. FS TF 3.7 BENCH �,\ 39+00 a TRW .ems.►+. . N SEE PLAN ``-~'�``•�° .` CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY Z 103,971 SF O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY a X RETAINING WALL: j\ 2O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB /WALK 2,917 SF 8"x8"x16" PRECISION BLOCK GARDEN WALL O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,236 LF CD PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA FG PAD ELEV SEE PLAN (SEE PLAN) O5 INSTALL AREA DRAIN PER DETAIL ON SHEET N0. 1 8 EA o INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 616 LF >\\ a \\ O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA 12" DRAINSTAR SUB -DRAIN CONTINUOUS PER NER-569. FOLLOW MFG'S INSTALLATION \� \ TSEE PLAN)8O CONSTRUCT STAIRS PER C.B.C. 11 B-504 W/ RAILING ON DRIVEWAY SIDE 4 EA RECOMENDATIONS. PROVIDE OUTLET AT LOW >�/��//\ /\/\/i\, CONSTRUCT 8"x8"06" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT 48 LF CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 276 LF SECTION C -C I,, ,. e TYPICAL GARDEN WALL / OFFSET RETAINING WALL DETAIL NTS REVISIONS APPROVED DATE MSA D GRADING ON LOTS 29-31 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING ION C -C 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com bc6 56 MJG � jgvG / 00� 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 BENCH INDIO BM *99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 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 TORRE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 FOR PERMITTING PLANNING & ZONING COMPLIANCE J ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 0' 20' 40' 60' 80' SCALE 1 "=20' R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA sMs 43880 DRAWN BY � ��// �..•y I�GG�w DATE SMS 20 CHECKED BY 1311YAN MCKINNEY CITY ENGINEER DATE JAB R.C.E. 49418 EXPIRES 09/30/20 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/12/19. EXCEPT FOR THE REVISIONS NOTED HEREON. JULIAN A. DE LA TORRE CITY OF LA QUINTA CALIFORNIA / ,eoFEss/oHq ��Q�P�p•DEC4 Co C43880 m Exp. 6-30-21 V \F OF CA0 ' TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 29-31 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M SHEET 4 OF 11 SHEETS on�a- COMPLIANCE `36 A Y10O DiglAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG �( TC 4 �3 ate, TC -34 -:.- CONSTRUCTION NOTES 01 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,178 SF OZ CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2,748 SF O CONSTRUCT 6NISN16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,215 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA Q INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1%: MIN SLOPE 609 LF O7 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 1 8 EA O8 CONSTRUCT STAIRS PER C.B.C. 11 B-504 W/ RAILING ON DRIVEWAY SIDE 4 EA O9 CONSTRUCT 8"x8"x16" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT 48 LF 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 2D19 MSA Consulting, Inc. All Rights Reserved — nvv 470.13 480.00 TRW --- FG 473.7001 TF 470.67 o— DE (,O r F co , 099 i ui C43880 m m Exp. 6-30-21 Lit sf)T� or CA F�Q� s— /41 }OOi 10-� 0' 20' 40' 60' 80' SCALE 1"=20' ORTEGA w - 'ING BUILDING OFFICIAL f OF LA QUINTA ., DATE 'CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA l lim DATE NO. REVISIONS APPROVED DATE A NSU LTI NG, INC , >PLANNING>CIVILENGINEERING>LANDSURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultingina.com BENCH INDIO BM •99 MARK ELEV. 499.7j PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. 43880 DESIGNED B sMs APPROVED BY CITY OF LA QUINTA qTRACT /Z IZ—% / B AN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA SHEET 4 OF 11 SHEETS LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50SIGNATURE MONROE STREET. (NVGD 29, 500.00- ADDED TO POSITIVE ELEVATIONS). DRAWN BY SMS NO. 32879-GRIFFIN RANCH PHASE 12 - ROES 29 GRADING PLAN FPORTIONS OF THE NORTH HALF OF SECTION 15, _ TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. UULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 DATE 12 i9 CHECKED BY JAB Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG m REVISIONS AND REVISED GRADING ON LOTS JG WALL TO LOT 28, ADDED NOl N LOT 28 REV. GRADING. REV. WA 53 SOV 7 M PKC �-C V �n"s G TOG 470.48 7 --'f `- INV 468.79 +00 --�� 45+00 FAI © Copyright 2020 MSA Consulting, Inc. All Rights Reserved APPROVED DATE MSA > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 AND GRADING 1 760.320.9811 msaconsultinginc.com CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,792 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,734 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,502 LF 4O 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 790 LF O7 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 1 8 EA Qs 10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 453 LF 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 / Q,?qOFESS/pN� DE�gT`F'L CO J P 099 �Z LU C43880 m Exp. 6-30-21 s� v BENCH INDIO BM X99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 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 TORRE POSITIVE ELEVATIONS). I R.C.E. 43880 EXPIRES 6/30/21 PROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 4440M -731Z� 3 ORTEGA DATE CHERI FLORES DATE [CITY ILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA R.C.E. NO. DESIGNED BYAPPROVED BY CITY OF LA QUINTA sMs 43880 DRAWN BY DATE SMS CHECKED BY BRYAN MCKINNEY DATE — 0(] CITY ENGINEER ( 20 JAB R.C.E. 49418 EXPIRES 09/30/20 LOT 4 17 PCS (479-0) TC 474.11 49+00 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 06/11/20, EXCEPT FOR THE REVISIONS NOTED HEREON. A 030-- J AN A. DE LA TORRE Opr-ESS i III �IQ�P*I,. ECq o`er CO wC43880 m Exp. 6-30-21 \F OF CAL��O� CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 25-28 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. k- v V-- - - SHEET 5 OF 11 SHEETS a FS 69 �6s„M \ �i 4 lC F 3 ` TW 478.00 i� ''i f� 468 93 F�FC i \ TF 470 a J�. i , it 4 •• _ FS 47 . . . � .. � cut • - t F o 2.09 t o F cc>;,- Nt� N S 471.59 1 I 3 �t 6” STEP `� , en as i PVG 479.3 t 0.5%.E - X00 7 /NV 469 . wi i 447300 e - (W \\ 468 p20p 67' 72 FG \ 472.46 3 TF _ _- --�, FL -GB 4 ..— t t 11 __._ 470, --- --- �'..,. 470 TC . __... TOG 470.83 7 � � � TC 0611 470.37 TC 470.53 INV 469.33 TOG 470.48 -a 44+00 _ _. —S INV 468.79 7 , _...__ _.___.-•- -.0 45+00 Dig �Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. :D HOMES AND R D RETAINING WAL © Copyright 2020 MSA Consulting, Inc. All Rights Reserved REVISIONS APPROVED DATETINC;_ Ii SA _ D GRADING ON LOTS 26 AND 27 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOT 28 ADDED NOTES 9 AND 10 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com TC 471.4 — A X C 46+0� jM11 . .. - CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,792 SF �2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,734 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,455 LF Q4 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 790 LF O INSTALL BUBBLER SYSTEM (SPEE-D _BASIN) PER DETAIL ON SHEET NO. 1 8 EA O9 CONSTRUCT 8"x8"x16" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT 33 LF Q 10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 453 LF " -- , -. ' 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 / eRoFEss/pNq �`P� p. D E ( 4 T9` Fye/ CO m 2 ujC43880 m Exp. 6-30-21 F OF CA'\ F BENCH INDIO BM *99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 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 TORRE POSITIVE ELEVATIONS). I R.C.E. 43880 EXPIRES 6/30/21 R ROVED FOR PERMITTING NPLANNING & ZONING COMPLIANCE [2oUW C (4.Au '.1 (*/S _404?o J ORTEGA DATE CHERI FLORES DATE [CITY UILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA LOT 17 PE (4`900) 49+00 CO �a W W j3.97 ___�T TOG 474.05INV 472.49 TC 474.11 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/12/19, EXCEPT FOR THE REVISIONS NOTED HEREON. 0 0__) JULIAN A. DE LA TORRE W w a) QROFESS/pN� �Q,,-n �P-DELq�`�y � 09 mZ ujC43880 m Exp. 6-30-21 cs>>gT c V \ \.o Q��Q R.C.E. NO. 43880 DESIGNED BY SMS APPROVED BY CITY OF LA QUINTA Gni CITY ENGINEER IEY DATE R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA SHEET 1of1 SHEETS TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 255-28 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. DRAWN BY SMS DATE i ' S CHECKED BY JAB v c c 0 U 2 z E N n v, 0 N 0 N 3 0 0 c7 J J U x U N IL i U U N i3 N 0 0 N 0 N 0 N 0 c c i C C Q 0 0 Q U Q i N h i P,�, aoan -c,,c a [PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE �� 1z� � 1 aaoRTEGA DATE CHERI FLORES DATE NG BUILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA A*" 4> 8 ,4 TW 483.33 TW 484.00 LOT T(3 483.33 TF 476.00 TF 477.33 B PE ('678.0) LOT `1[17 oo �) 4 ___...._... - -__. _.---7oP-- --- 177.35' rov-__....11 0; 77 3 TW 484.00 TW 48 B P� 4� q4 (Q��^ -TOP 2:1 MAX 3 ---� roa TF 477.33 TF 478.00 � 7F 485.33 478.00 .._----- Toe - _ _._ - - _ - TOF _ TOP _ F ss 1'8 -s nn, B 7W 482.00 _..,. To? 57.60 473A - - -_ rn 21 6 44 0 TF 475 33 TW 483.33 TW 483.33 F 474.1 �-- .. 473.80 N o 474.1 47 roe 3 476,00 TF 476.00 FG E-- .. 5%.. .. e-- .. AFL--H-P N of �� 5.1 2:1 MAX >0 @ j OP 1 MAX ' Tw 480.00 f E L> .. -� . �t _0 .. G ' FG roe 2:1 Toe .. 473.33 M 4 4. e � 3 - - TOP -- 80.37 �-� � - TF rf 3 FG 724� 473.47 74.67 B FG5.1 h 1 ` -' q - _ :. TW 479.33 c� _ _ - FL 4 3.47 2 7 o' 64 -- - - M - - TF 472.00 4 FL A _ p 4 1 aD �. .> .. 0 5 _- ' - I --- io io io 48 0D I a . - 8' . g� 471.8 _T,:. -- - - �'"% N FL- '� m It .. p Cq� 1 i ,� i 47 _- 3-1 1 - i>� d 475.10 vi 47 J ci ti , 1.50 p. y -- FG 4p TOG 473.40 r, is ' % 47 FL -HP I f TOG 472• 5 0 5% FL -HP 0467 5% �®a 1.21 ..�.. INV 472.07 .o 3 ..�_�..�..�_�.. ..�.. i L rn 26.89' . 5 471.07 wd' 3 `* F71.21 472.48IA 27 L-111.006 1 : 0 1 of FS5 595.59 FS \',474.79 SOT S=1 AO% iIl 1 S TOG 473.40 1 FLU I l�> O 5 INVG 471.10 FL pLAN 5A ® 2 ' 8t� � 1 474.42 INV 472.07 I, 3S 48 y 9 40 A73.77 1 ao I FS L=100.00' A ' p� .., 00 46977 ' 4B0.00 :i CHIMNEY S=1.00% 6 -7 5 FpE 473.1 FS 0 �TW 73.40 473.33 FS4.31 oTOG CHIMNEYS 4-474.44 1 0:475.87 =. _ NV 4 7.10 1 + I 3 1 2%:474.57 FS 1 FS 4 Tr1 -: 475.87 475.87 ''1 1 TOG , -.7O FS TOI 3 y 4 <� 90 } 472.12 I _1 Op' 479.33 I i > H,o iI'Q L=113. 3 00 i. ^ FS 1 I 5 LOT 26 LOT 25 5 INV 473.37 I ¢6g66> i1 �•I 6 1.54% 473.57 Tp 472• I. a i 6 L=105.00' 474.40 I?A. o I INV 473.37 .?3 ti; �I2.01 CHIMNEY L 100% 6 A 1. t 473.57 • FS 473.39 93'�: o?I 5=1.54% z FF 474777 FS4.20 Tao" o I I a s-98.00, A I s- s �� > ' cF 1 I Ti CHIMNEY PLAN 8C © ;T o A �1 47z.27 472,14 1' �I F 3 44 PE 474.1 FF 476.07 A T ae ce o �N eet PE 475.4 i TW 478.00 1.4' 1: 3 .I•: ;I$ i - } Y Y L=88.00' 1/ TF 470.67 I _ • • LOT _ ®10' j �Ii e�x �� w TI •• 474.57 i f i L=85.00' 475.87 11:0 �I 1G I TF 474.67 �'1 w 6 S= 830 pLAN 28 472.10 is 56.68 .1 FS 4 FL3HP i TW 481.33 6 5=2.08% FS 5=1.00% 6 2 37 13' 472.47 471 90 1 aj o. 4 FL -HP I 33 2D 1 1 FS 471.$ FS I :•cu GF 47320 _,_ I1y- I a TF 473.33 1 475.10 -1 TW 481.33 475.87 475.74 1 i:�%�' 1 % P C T i � 472.80 lit .473. F53.41 F73. * a 473� I 1 474.31 a 3 TW 480.00 j a 8.6' ,� do }1 .• • E �1 -_� �� FS 473.29 �,.' _ I- Ti 474.42 I 4 1 1 T GF FL -HP TF 474.67 _ FS FS I is 11 ' 2%. •^ 2 ao =I FS I M ' I FS 474.13 472.27 01 ' I 93 I� ?1 GF 474.10 1 1 TW 481.33 1 2' FS 475.51 - 1 472.01 FS i�l �i Ts- �• i �'; 4 473,80 :1 3 TW 480.00 f54.57 1g3r TF 474.67 3 -i 4 475.10 471.50 j ._II FL -HP i TF 475.66 e W TW 481 33 I .. FL -HP 1. 111 rI o =: 1 b� ib� i ! �i 475.80 g I 3 1 1 i o'� < y TF 474.67 1 � 478 00 1 g 3 � 478.00 1 .1I o rn a _ I TW 480.00 1 .; w :- ,� 1 •- I i FS 1 � o 472.1 a rF 470. GF C ¢>8 TF 470.67 471. p1 FS 2 67 1 479.33L I�. a 4>1 Op 4 50 .1 1 TF III r 1 s n 1 FS 474.39 h o i. 444 475.56 475.53 i s 4 8 FL -HP GF 1 472.00 w' 40.44 1` I v, FS GF 47551 1I I a T >ps> \ \ 1470,'00 472.27 OF 471.80 471.83 I. FS 473.89 4B \ 3 I 67 1��I�''�1 6" STEP 1 1 475 40 :. 475 IL o A i� i FS 137.68' II I \i \� A �1� �I1 aLL 4FS:20.. 1 i \s may\ 1 o 472.09 , `n 'I I "� i - _..�. - a 9.24' i ¢ 1 4 s� \471.59 1 n 1 11,'i TC 2 -`h... 'n _ 3x� \\ T 6" ST `F ou 1 479.33 1 TOG 471.95 7 TC 47244 p0 >_�''n '•- ,*i 1: FGE0.5ro. .. 33 s 471.80 • - ., 1156- ~ 4g8033 2�0.6T iI TF 472.00 E- E- 472.9 -,r. 44.�1 69 TC 74 NV 470.45 TC 472.49 472.72 - m - .M r 4zs rc s7 m \ 2 .,; + _ s s -- - INV 0 471 471. 7 71 07 PRC 47 4 1361O- 3 TF 472= -VC 1469.96 -- ____ 7 OG_ INV 4 2.88 7 116.95' TC 471 42 � A • _ - Tr' 472.81 7 7 7C 473.51 TIC 473.73 TC 473.97 Y. rc 47-- 1 TC 47, 47 5 NIEgV GRL_F�N- - 47 po -�}- 7 IN G 472.49 ' - 0 06 . a 48+00 -�_ s_ TC 470.11 TC 470. - 470.83 - �-- 37 TC 470.53 TOG 7 TOG 470.48 7 INV 4 9.33 P 471.47 - _ - - - 44 - INV 458.79 49+ 00 46+00 - _ -T- - ----------- 45+00 CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY 0 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 5,053 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4.761 SF O3 CONSTRUCT 6"1 PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,460 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA OS INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 795 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 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: PIAIICWI7n noenc ADni uan of m nudr_c - Dr 1 ■ QPOrccslON � DE 9m D i g j A l e r t W 'v C43880 m ti0 R'C'� DIAL TOLL FREE Exp. 6-30-21 Mu YS 0' 20' 40' 60' 80' 1- 00-22" -2VQ Q0 AT © Copyright 2019 MSA Consulting, Inc. 9� Q LEAST TWO DAYS OF CA��FO SCALE 1 "=20' BEFORE YOU DIG All Rights Reserved NO REVISIONS APPROVED DATE INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNEDB APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSACO IV S U L` I INC. 1 - MARCH 43880 rj DRAWN BY > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SIGNATURE SMS n /•,�•- ",6.=_7. 12yr� TRACT NO. 32879 - GRIFFIN RANCH OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS). JULIAN A. DE LA TORRE DATE R.C.E. A. DE EXPIRES 6 30 21 1 / / I61i9 ` l BRYAN MCKINNEY CITY ENGINEER R.C.E. 49418 DATE EXPIRES 09/30/20 PHASE 12 - PORTIONS OF THE NORTH HALF OF PRECISE GRADING PLAN LOTS 25-28 SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 11 SHEETS CHECKED BY JAB APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE a , "I7 U- m TW 487.00 LOT TO LOT 20 B FG 480.4 B PE (48j0©) TW 487.00 TW 487.00 TW 487.00 PCE (6680.6) I TF 479.67 3 TF 480.33 TF 480.33 TF 479.67 3 TW 487.00 TF 479.67 RTEGA DATE CHERI FLORES DATE 149.67' 2:1 MAX 479.61 <--- 239°47' 480.2 BUILDING OFFICIAL PLANNING MANAGER r CITY OF LA QUINTA CITY OF LA QUINTA r 0 2:1 MAX FG 0.2 FL tl FG / f, d 00 �\ B <J 479.1 479.1 TW 486.33 T FG B FG TF 479.00 0°/�° c� TW 485.00 iv -r- 478.80 /1 9 f TF 478.33 � r-478.170 ° I 478.80 cv Cli 479.90 X0.5 FL 0. % . - i FL -HP % U3 w1 478.52 FL 478.52 FL 3"i Sy e L ° ! o o ; 480.52 /f ` ° TOG 478.40 ° �� 480.41 FS 5 - 0 FS CHIMNEY t° ED INV 477.07 h l i I�- o I i TOG 478.40 5 Arill, A o� 6 L=142.00INV 477.07 / S-1.13%IV X479.61479.42 ''� CHIMNEY L=99.00'FL479.31 S=1.00%N �2 g 480.67 O i 479.44 i� FS TOG 479.50 �h°} oTW � �' FS 479.57 FS i I 69.53' 478.17 J ; i FS i. ° o % • LOT 21 L_79.00' 11 LOT 22 PLAN 7C S-1.30% cc `n J� 4 PLAN 7B i .o `n �(� 480.41 80.67 480.54 FF 480.87 Fs ' 10' ( 6 L=99.00' 479.33 FL9HP i FS FS PE 480.2 --- S=1.59% FF 479.7 11 J I PUE FS i TW 486.33 j PE 479.1 z4 479.13 i TF 479.00 48.43' , E 0 i FS i 480.52 FS 479.57 46.51' � ° FS �� 478.80 i TW 486.33 m 4 FL -HP i TF 479.00 i 479.31 /�� T�W 4_85.00 i s� FS g 1; 480.67 e �° ) stj d 56.44' TF 478.33 o N ' £ i 479.42 3 i 479.80 FS ^� -gr FS 479.57 GF 479.10 I �i FL GB 4 G`,r LIQ I TW 485.00 g • i � i '� , 3 478.80 TF 478.33 �cy �� 480.49 3 tv- FL -HP i TW 486.33 FS S ,, N � � `• � o TF 478.33 � i a TW 485.00 i 4 M.. � i� 480.2 2 ^ % _ FG 479.1 rn ° i \ FS 479.39 .n FG i. TF 478.33 i FS 478.89 479.3 a e' • \ ^,�� 6" STEP 1 i� Fes o. �. 8 v - - e f ,,, o M° TF 489.00 o a * 9.1 mf - .- ,f-'� " G 479.80 I it n O r 1 i o- CL 2 a i 478.04 i a 122.77 _ __ - ., r' �OO `T TF 478.67 I 125.79' FS 9ffi (471 9 n � ) �_. .- 478.84 8 PCS ° °� - I TC 478.31 TC 478.53 FS L0 TC 476.87 TOG 477.00 7 0.77% TC 477.51 TC 477.71 TOG 478.64 TC 478.75 INV 475.50 EX. ELECTRIC 7 ' o OG 478.07 TC 478.37 INV 477.14 BVC178-00f r TC 477.56 TOG 477.78 7 /' 7 INV 476.08 09 GB 477.84 INV 476.57 TC 478.68 EX. ELECTRIC �'�^ 486 Op 3 477.8 478.74 ...._._�.. � J/"` .��'_ .� 486 00 .�F 4.75.67 2:1 MAY, a.. � FG o FS FS '; TF 67 _ MERV GRIFFIN WAY - �'Cf 478.6'1 � TW 484.00 0 � _ ,. 5 33 ,. 476. cv �_ d 53+00 I 054+ 0 1 055 + 0 I ' `, 56+00 B 47SOp 2� 13 5% N 8 77. w . a ,_,`� .�k -. �_ •., �: _.' ,�`°�. LO -T 17 FFG !� B FL -HP .. �LOW TW 485.33 PE (479°©) 484.00 TF 478.00 3 476.6 476.67 477.19 477.19 111.00' 2:1 MAX FG FL FL 20 N Rn o o- . -a g8 5 TOG 477.10 � 3 � 475 ° JA INV 475.77 TOG 477.10 I o 476.6 p .. �.o ,n i FGFL P► 5 INV 475.77 i 10 Q TW 482.67 47 68 �- I TF 476.00 I - PUE 478.12 L=98.00' 475.90 2 i FS CHIMNEY S=1.00% O o cc 5 \NV 474'57 , I 478.01 Ki +-W 28.55' 4 pp' 6 478.14 477.50 i M( J 75 98 A S p0% 4 436 HP � N 3 FS 478.27 FS O 4 FL -HP I : _ +, 4 0� `�i FL TW 484.00 i % ° c a FS FS 478.10 ! FL >^\ TOG �4- I 5 pLAN 5B 77 1p TF 476.67 T� LOT 23 FS 477.90 Q , O- 1N� 4 4-7 IFS Fs 76 go i PLAN 7A 2 i o 00 i= CONSTRUCTION NOTES QUANTITY ESTIMATE FF 476.6 Fs 2 �,� 6 L=110.00' 2 FF 478.47 3 TW 484.00 0 JO FOR PERMIT PURPOSES ONLY E NES o �. i p � • °�i S=1.57% PE 477.$ TF 476.67 I • � � CNiM 482.67 o �. i I I O u- m O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,951 SF :- �� L�A00.0 3 476°0� �� o W 6 S:-- S 8.6 - �i 478.27 Q O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,705 SF W �� 477'07 GF 9 3y,� j 1, 7 FS 2 ��co 3 �� FS 6 94 476.8 1 1154.0 478.01 Q I 4 0 3O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,508 LF �� 4-7-7.0-7 47 FS i VJ °y A �° FS i GF Q FS ° r �� xd T� 478.12 477.8 i : 24' LL - 3 \ O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA 1 P@ g o y °° b• GF 477.80 ) W �, Fs O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA N �� 2 ° ,�,� N I�` FS8 27 i 14' W TW 484.00 Q a°. i. -jJ Iw °g1 476.79 FS ° :� TF 476.67 I O6 INSTALL 4" PVC (SDR -35) PIPE AT 1 % MIN SLOPE 830 LF coVJ 476• 476.70 FS ti\ 7,65 4L_Hp 476.83 FS 9. FS �- GF �,�` 3 477.50 O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA i �� FS FL -HP 3 i�� r � 476.43 ¢. ��,� TW 86.600 ,} TW 484.00 FS 478.09 W TW 482.67 t FS qa" ys �4. 477.8 TF 476.67 FS 477.59 N NOTE TO CONTRACTOR- QUANTITY ESTIMATE �� 6~ STEP !!! 4 ~ Z ` TF 476.00 ° MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE 67 ° �� FG 476.60 4 S� •° PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY J TW 482.00 �° M �- �� FL -GB a `� 476• ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE ° TF LO HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT ♦ , r'• i, o o i� 47 g o 0 73' - 476.29 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME V o�� `n +�? 74 FL -G c 124 - 476 27 TOG 7 j 1 OF CONSTRUCTION. Q FS �TC 3 N 475• ` 475.76- 475.98 TC INV 474.79 2 ` 3p 75.70 , FS NOTE REGARDING GRADES Q a ° TW 482.67 �� F 6HP ° Tc 476.03 UNLESS OTHERWISE STATED: a E - ° ` °° g4, 475.36 TpG 474.04 54 7 _ o TF 476.00 FINISHED GRADE AROUND BUILDINGS = PE 476.6 TW 482 67 �� 0 5% 22 TC CNV FG 482.67 a-. ELECTRIC FG 47 6.6 ` E- `� 6.4 r _. - _T. G 47 _ ... w TOG 475.30 7 EX TF 475 ua TF 47 5.33 47 5.19 �° �/• �� ..� ° �.>-- INS 473.53 w�------52+00 3 �FFiN�- _ ° --- 4 475.96 475.19 � 137.45' . , 474.36 474.36 FL -GB �� __ 474.97 ZC q �"'`.,. - TC 475.02 PRC M�R�� FS FS _ TC -- TOG 474.39 7 2nd SUBSTITUTE MYLAR 7 ° INV 472.89 _� 51+00 EX. ELECTRIC _�_ TC 474.11 "No ESS/ THIS MYLAR IS IDENTICAL TO THE OFESS/ Y Q DE MYLAR APPROVED BY THE CITY QR CNq� ■ L �o �y� ENGINEER ON 06/11/20. EXCEPT FOR �Q p. DE �4,, F D i Alert - VO 'C _ -- 50+00 _y 9 ZCo _ T �P THE REVISIONS NOTED HEREON. 09 g� m �,.�, *' _._. _,,•. ,s..�. �=r .._- w C43880 m LLJ m m DIAL TOLL FREE 0' 20' 40' 60' 80' 1Q Exp. 6-30-21 Q °C Exp. 6-30-21 21 1-800-227-2600 _ ©Copyright 2020 s�9TF c l V oQ�'Q s�q� , V AT LEAST TWO DAYS SCALE 1"=20' MSA Consulting, Inc. CF �F F FO BEFORE YOU DIG All Rights Reserved CAL JULIAN A. DE LA TORRE CF CALF BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE �� CONSULTING, p^ MARK INDIO BM #99 ELEV. 499.71 43880 DRAsms WN BY CITY OF LA QUINTA, CALIFORNIA 6 1 MOVED HOMES RETURN WALLS AND REVISED GRADING ON LOTS 21-24 t LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATUR -- - TRACT NO. 32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN SMS OF REVISED WALL LAYOUTS AND GRADING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 JULIAN A. DE LA TORRE DATE N PHASE 12 -PRECISE GRADING PLAN 11 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY BRY MCKINN DATE 760.320.9811 msaconsultinginc.com 7- ?,S -W CITY ENGINEER LOTS 21'24 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 p 6 a- ej lo-oo(a FOR PERMITTING Dig i Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. 54+00 LOT ill CONSTRUCTION NOTES QUAN1 FOR PER Ot CONSTRUCT 4" THICK P.C.C. DRIVEWAY O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE O7 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 1 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 50+00 0' 20' 40' 60, 80' Exp. 6-30-21 SCALE 1 "=20' © Copyright 2019 V MSA Consulting, Inc. F 0 All Rights Reserved OF CAL\� REVISIONS APPROVED DATE MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING> LANDSURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760320.9811 msaconsuitinginccom INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF 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 TORRE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 jQPpPESS/ 9 DE 44 `'o`er �v 9m Z C43880 m 7 43880 DATE /Z16119 RTEbGCICTYNOF UIIL INLA N TA OFFICIAL DATE �P AN I RI G LA DATE ' �vsms `� "' "r `" wu""'" CITY OF LA QUINTA, CALIFORNIA l2y7-/9 DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH sMs B YAN MINEER Y DATE CITY ENGINEER PHASE 12 - PRECISE GRADING PLAN LOTS 21-24 :HEJAB BY JAB R.C.E. 49418 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 E/ S.B.M. SHEET 6 OF 11 SHEETS > TOG 4>9>> 21.4 0 480.95 " i" .� TC 480 �. ERV GRIFFIN \a <v' e .13 28 p - �i 481 0 --- WAY i �° TC 7 TOG 481.52 481.271 INV a7n �1i 70• -f i k f482 62 o o �,,�rii F �HP 4 !.. �-�1 Fk. g 6 S, 9s' 0p' WALL LOCK' �� rn 419, l T� 14� 8 96 , 83 T� 4829 4� 9> ' Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS 1 MOVED RETURN WALLS AND REVISED GRAD11' FS 0.5'' 60 p �• S9,`y WALLBzoCk APPROVED I DATE Lor 2b4 PE (484,3) © Copyright 2020 MSA Consulting, Inc. All Rights Reserved MSA > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com 29+00 y4) 0.50% 80.59' 0 (483.63) TF 484.30 co 'Q G A. CLVGK 4TF 4 B WALL LOT 213 80PLS (4 3502) 84-.3084.30 I 1 CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,752 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,536 SF CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 470 LF OPROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA OINSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 565 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 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 10 0 t+ (0 / QROFEss49DE L4 <11 /oNq Co J P p99 'pi Z w C43880 m m Exp. 6-30-21 \F OF CA��FOQ FOR PERMITTING � 021 ORTEGA LDING OFFICIAL OF LA QUINTA - I MERV GRIFFIN WAY - __ _ 32+00 PLANNING & ZONING COMPLIANCE 4;11Z• Zo 2JVt,,,,� �' 3 Z DATE CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA 33+00 - TC 482.31 TOG 482,17/-,-\ TC480.22 TOG 4840 EVC INV 480.66 7 0. INV 47 0. 0 TC 482.02 TC 481.57 TC :481.16 1.46% �m. 4. 140.00 Ti LO 2 FS 482.86 I r FS 482.36 i a 6" STEP L N ri 483.60 . M P aMi sn' ao M'FSGo 0 i 15 GF 483.72 i C � GF s o TW 490.33 483.75 FG 483.8 484.07 483.30 rn � allo W TF 483.00 i TW 489.67 3 FS 4 FL -HP ; 3 0 Ti TW ' Ti TF 483.0 iT E-• L- F I .L n�1483.30 .73 .93 CHIMNEY F�L 4$r 2 ♦^ v, @D '483.94 48 .9 TW 490.00 o .F� �• FS E -- TF 482.67 1. o i'484.07 3 oo W�o 1i Q W FS N a06 484.02 i rn a ao �484.07 FS ;'o `ra :; I`��L=91.00FS 484.07 �i �,. s=1.00% 1 LOT 61 FS :22.67' o:� a o ❑® CHIMNEY i x �I TF 83.00 'n �� FL 484.27 L=91.00' i� 0 Ill o w I S=2.93% 6 i i� Z yi TOG 482.90 PE 483.6 �� N �� / T�OG 482.90 i . 0 i INV 481.57 5 484.07 5 INV 481.57 1 0o z T TW 490.33 484.07 FS 484.03 i TF 483.00 FS y \ FS �► A U � toN B CV :� �• 01 4-82-97 / rL e> 483.87 483.79 483.79 FS FS 482 97 I 480 87 0. 483.30 0� "�EX. BLOCK FL -HP WALL a� r, TW 490.33 rr nQ: nn dRZ F. FS FL FL 3 I co 0 N N co N 0 C7 J J_ 1st SUBSTITUTE MYLAR = U N THIS MYLAR IS IDENTICAL TO THE QRoFESS/pH MYLAR APPROVED BY THE CITY q� i ENGINEER ON 12/12/19. EXCEPT FOR Q p• DE Cq 1� �O THE REVISIONS NOTED HEREON. � \t - C40 X09 C 1/ Rz = w C43880 m m N 0' 20' 40' 60'80' Q � Exp. 6-30-21 m a_ 9 /V� SCALE 1 "=20' ' TF 'Cr. U BENCH �..i JULIAN A. DE LA TORRE INDIO BM #99 ELEV. 499.71 MARK PREPARED UNDER THE DIRECT SUPERVISION OF R.G.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA LOCATION R.R 43880 sMs CITY OF LA QUINTA, CALIFORNIA SHEET SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN'S13 SIGNATURE DRAWN BY Ltoll TRACT NO. 32879 - GRIFFIN RANCH POSITIVE ELEVATIONS). JULIAN A. DE LA TORRE DATE SMS R.C.E. 43880 EXPIRES 6/30/21 7. CHECKED BY BRAN MCKINNEY DATE E PHASE 12 - PRECISE GRADING PLAN OF U JAB 58-61 11 N RIC.ETY 491418R EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SLOTS 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS FOR PERMITTING / > TO � �5 4 - 8 �. GF 483.03 TW 4,58.. 'I483.01 - a� �N 1 d/ 482.6p HP o-��:i FL- ' a p O / i 6 L=99.00, WABLOCK-,-', 1/ Sx1.47� LL - �MERV GRIFFIN WAY TC 4 7.27 - ""v 0.50$ 479.89 ';-.. TOG 481.63 7 / -_-- _ INV 480.13 TC - 136.08'-�i----._ = TC 481 60 t TC 481.65 z 0 2no M � o Fg2.90 �3.37 '1: }' All rn: I r a vi I+ 10 4�2' FG 489.63 i G 4 .72 TF 482 TI i GF 483.75 A 30 23 4_S83.16 1 33.47` I 1 TW 489.63 3 1 TF 482.30 2 TF aR88,97 i 482.60 FL -No a I FS 483.73 -- .--, --. .� OT 58 FF 48 .5 PE 482 97 CH *NE)' •-7� O - '03.37 482,2S - F 483.33 48 Y •' FS F4S83.09 r J 482,60 � FL_HP / e h n v u� W LLBLOCK 17 48 ii 483. 0 4 3p A:i FL -HP 4 � m11 c�I ;l A Lon A '' L=94.00 6 S,9000 i' S=1.53% TOc . _ I i TOG 482.90/ TOE LOT 294 PE (4a4,3) 3 _�-- 29+00 30- TOG I'. I480.64 48Z.2017 NV 2 - 483.60 FS T 484 a Ir •�483 FS." 7 { U',T I� v, I I I- I I I. I'N I. I� I I 1 TW 489.63 1� TF 482.97 r•wr� I LOT 59 FS PLAN 6B CHIMNEY L=93.00' FF 484.27 S=1.00% PE 483.6 /--\TD(. 41 483.79 FS: FS FS 483.30 FL -HP a n � m v B TOE TOE 2:1 MAX 108.81' of TOP ------- TOP -- __ TOP EX. BLOCK49097.3TW 8TF BWALL LO4 213 7 PCB (1985.2) 40.6' TF 482.97 CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4' THICK P.C.C. DRIVEWAY 2,752 SF O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,536 SF O CONSTRUCT 6"xB"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 477 LF O 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 565 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA S MERV 32+ 0 - - dORTEGA DATE ICHERI FLORES DATE CTING BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA JIFF WAY - - -1 33+00 j ._-- - TC 482.02 TC 481.57 TC 81.16 T,-.-'- L46% a' 9 1 40.00' •- � ' - I p 482.86 TI 2 m� - F 482.36 IT TI ] cry STEP A ; it `. n m �, 483.60 II . TI OD: I % a N9 :. C7 QO 'ro" FS I. 15 ItoGIF a_ 1 483.72 1 TW 490.33 TI 483.75� A'••=- ;� OMN TI FG 483.8 ; 484.07 4 483.30 co i TF 483.00 I TW 489.67 3 FS FL -HP I I-, TF 483.00 FS 483.73 CHIMNEY I:'481.2 FS 483.93 48�.93 ®� 3.94 TW 490.00 FS- TF 482.67 3 i : o W I I 2 FS 484 07 Q.5% pF o i� o ri 483.30 4 FS .. 484.02 Iv a 3 FL -HP 484 07 FS FS s=9 00 FS4.o7 1:22.67 9L, 16 LOT 61 g w �I PLAN 6A CHIMNEY ;� o it 490.33 0 �' �; FF 484.27 L=91.00' 6 PE 483.E S=2.93% I; o LO 483.00 ' 5 TOG 482.90 5 I. r I- ® "I INV -T 484.07 INV 481.57 I 490.33'' _ a I 484.0 FS{yCpy _. FS4.03 %t " r• A 483.00 _y N . 482.97 483.87 483.79 483.79 ,' 482.97 FS FS FS FL .483.30 0.-5 �...�..�..� 3 EX. BLOCK FL -HP o WALL L004 212 PE (485.5) EX. BLOCK 10.00 B WALL 67 140 00 TOP -_ TOE LOT 202 ' PE (480.9) TOP o � i .. I �� u m a u ^1; G u O M nj �I COt I o> ~Z 0 A . tooto F. I 480.87 TOP MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY OFESS/ ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE IONq� HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT Q4<9 I'. DE L4 F BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME TO w OF CONSTRUCTION. a m m D i g j A l e r t � $300 NOTE REGARDING GRADES- Exp.46 21 DIAL TOLL FREE UNLESS OTHERWISE STATED: 0' 20' 40' 60' BO' 1-800-227-2600 FINISHED GRADE AROUND BUILDINGS = PE y © Copyright 2019 OQ� "=20' AT LEAST TWO DAYS MSA Consulting, Inc. OF CA0�' SCALE 1 All Rights Reserved BEFORE YOU DIG BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET NO. REVISIONS APPROVED DATE MSA CONSULTING,INC. MARK INDIO BM ss ELEV. 499.71 43880 sms DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE Q /ZIZ� OF > PLANNING > CIVIL ENGINEERING>LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN DE LA TORRE JUL.E. DATE SMS - PHASE 12 - PRECISE GRADING PLAN 11 CHECKED BY JAB 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginacom POSITIVE ELEVATIONS). 3 R.C.E. 43880 EXPIRES 6/30/21 G I� B YAN MINEER Y CITY ENGINEER R.C.E. 49418 DATE EXPIRES 09/30/20 LOTS 58-61 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS NING & ZONING COMPLIANCE F -OR A A 7 3� ZoZo 8131 �, RTEGA DATE CHERI FLORES DATE [BUILDING OFFICIAL PLANNING MANAGER Y OF LA QUINTA CITY OF LA QUINTA _- --- - - E47=8.38 y '' ------- - 478.2636+00 t - 36 00 �- _ ,. 33+00 34+00 NV 476.76 7 TO, 478.05 7 7 TOG 476.17 MER V G , -_ " --� 411 4 i R�FF� ,v_ 4. 472 p0 TC 478.20 {NV 4.7 4 _ _ - -38+0 0 7 INV 470 �. INV 474.67 N �__ c -_.. ��_TOG 50 jC- 412 p1 TC 476.94 1.469 475.86 ,A` - -� - - C 472.46 TC ° TC 480.22 TC 477.82 TC 477.36 � WAY -- ----- TOG -- - Imo---- - TOG 479.96 7 _. m �__. �._ - - TC 37+00 T y INV 478.46 _TC 478:4 ._ �- - - 1 = _ TOG PC ¢75,26 3.45 478.82 56.43 475. RC 47 7 - 56 TC 479.50 TC 479.22 TC PRC__, v ._ ,� 9 ; -0 6\ - V 474. 56 7 'a G 473.91 OG 471.95 TC 4 a �e BC - 2.6 i IN TOG 72• - - _... _ _ T �� 2 o t 40 TC INV 472.41 N 1.46% `\ 7 1 V - - � - 68.23 ;. A. � ,� : r�i � . �� 49.32 ob : >. , .. 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TF 478.67 479.97 4 479.20 ti - ` i i �F W o � t 481.97 t �t v Fs FL -HP t : i 477.26 F 477.21 ° 10' 1� 474.80 TW 481.33 10 rn ao i �. FS TW 487.33 i� 2 �� TW 485.33 t i 475.57 ° GF 475.10 O3 - 2 t FG 479.5 28'T FS ♦ ^ `(,� `r TF 480.67 i - FS 479.83 CHIMNEY 27 i FS o GF t t FL -HP TF 474.00 V' 3 C9 t, t 481.76 w" o TF 478.67 I cc3, 477.57 b� 477.23 t t 2 GF �� 3 Tt I FS 47 479 83 34.08 Q t� t 475.4 475.13 a FS 477.21 . i FS 16' _ ._ 479.84 ::. i . ` •- FS °' FS i i FS TW 485.33 t t 477.32 J ^3 483.33 t Q t FS 477.41 r i 22° �' _ _� F 478 67 t 476.80 FS TF 476.00 t� Z 479.97 fl s% p 481.84 t 2 �° T 3 M 4 FL -HP i FS 477.21 t 475.31 o W i TW 488.00 481.90 i . t FS LO � o o t TF 480.67 2 FS FS 2 i t 479.92 t ao a i 59.47' t FS ♦n t FS 477.41 t 475.57 1T V• 0 0 0 o i i 479.97 i. i I 481.20 i� x L=93.00 . �. FS 'd' d- i TW 483.33 A t `�, ° p t � W o y� F81 HP 4° t �/ 479.97 t o FS 2% N rn a00o 4 FL -HP Q S=1.00% FS i� � ' ? o TF 476.00 2 FS 4 :I 477.48 t t LOT 63 sa a : t Cn- 3 t 477.44 t TW 4 .00 t: 2villa FS 1.97 t Ib� a, FS :o a� yi FS 2 i : : i 3 TF 474.00 t Q i N o O CHIMNEY t 0 x i OT 65 2 t� o; t L=90.00' L=96.00 PLAN 6C o Q 3 476.80 i� �t ° L 6 F-1-- 477.57 4 FL -HP i -ti L-105.00 PLAN 7C FS 475.20 i 6 LOT 62 s-2.82% 6 - © FF 480.17 L=93.00' o >\., , _ x .-I i S=1.12% - � i t � t L=100.00, t - 475.57 F 475.77 FS 475.40 Oo " 0 ¢ yi CHIMNEY PLAN 8B `r i i PE 47 5-3.01 % i a, t 6 - t G� o t 6 W 0 t � A �.� ii A 9.5 TO t t S-1.01% LOT 64 i� �t S=1.07% � a FS F .1 t Vii+ Z FF 482.17 ❑ i G 478.80 I 474.80 t. Cd u0i I ® 5 INV 477.47 is �� CHIMNEY PLAN 8A t Q� :, �- PE 475 ® 4 N t PE 481.55 t i TOG 478.80 5 479.97 479.97 i t t °, 2� 475.44 0 FL -HP J yi TOG 480.80 t - t INV 477.47 479.97 FS FS ° 479.97 t A :' A t� A C� T t INV 479.47 5 481.97 481.97 5 TOG 480.80 i FS FS l4 FF 477.77 -0 N Fs X t INV 479.47 .°. I t ° A A FS1.97 FS FS 481.97 p a�° 21.33' Jt 476.40 ® PE i� 1 475.31 a =117. i� 4771 L oo' 6 TOG �t CHIMNEY S=2.20% t �- : t INV 475.07 5 L=94.00' 6 t i FS t O U k FS `n 478.87 �`� 2 �� I 477.57 477.57477.57 i 5.42 t . :� FL o� t FS FS S=2.83% �i :t 47 > `. 478.87 FS I `I FS 4.40 t d 27.67'` I 105 479.77 F� w 477.57 t I 5 TOG 47 07 t 4 480.87 479.69 479.69° ° . FS yi INV 473. 21.47' 4 L FS FS FS,N 476.40 a < _. . ° • . r''r :. , a INV 480.87 481.69 Fs 1.69 Fs 1.77 .. .. F- .. 0.5 .. ;47�9: --�-� .. �5% - .. --� .. �' 4 0lN 475.0 :�5TOGFL FS 207FL 477.29 ..--� ..-j 0.. HP ao 3 477.29 ° 476.46 TOG 474.40 FS -_/ 474.48 0. 00 io � FS FS 7.37 FL 5 INV 473.07 3 481.20 0 3 ow r} F- .. �_ .. F -- FL 33 478.2 FL -HP .. F-- .. 0.5� ---� - - ---� - ---� .. � o. 474.48 -� 484.p0 FG co 476.80 0'S% FL 474.80 %t TF 47 `� FL -HP �- FL -HP --- 47 5G of 3 --� --� .. TW 487.33 EX. BLOCK TW 485.33 0� TF 480.67 WALL TF 478.67 481.5 479.5 138.49, 479.5 1 . E- . F 8 479 33 4(1 TW 490.00 FG FG FG 477, 3W 472 67 TF 482.67 B<1 FG (F EX. BLOCK 6.16 TW 486.00 3g M 481.5 WALL TF 479.33 TW 485.33 TW 485.33 EX. BLOCK FG 49.32' 84.72' TW 486.00 �0� �� I i TF 478.67 32-69'TF 4786 00 175.30 SW 474 �0 TF 478.67 WALL B TF _ �- ..<:. TW 487.33 TF 478.67 G°�L (480o0) ( 483.33 477.1 475.1 TO, 490.00 _� _ TF 480.67 { TF 476.00129.75' FG FG �EX• BLOCK 8 : TF 482.67 TF 480.67 B }, F\Dt483.33 TW 482.00 �47 33 WALL < _ P ._ TF 476.00 483.33 2. TF 474.00 007F 476.00 44 .00TF - B TF(476.06' TW 483.33 �o r nn)T 19 Q ii �0� U U IPE (678.9 ._ IPE (47800) - e, CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,342 SF O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 6,500 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 642 LF LJ PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA OINSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 788 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA O CONSTRUCT STAIRS PER C.B.C. 11B-504 W/ RAILING ON DRIVEWAY SIDE 2 EA NOTE TO CONTRACTOR- QUANTITY ESTIMATE 2nd 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 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE oqOFE8S/pN THIS MYLAR IS IDENTICAL TO THE o0ESS/oN HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT '4� MYLAR APPROVED BY THE CITY 9� BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME �Q� P• DE Lq�, F,J� ENGINEER ON 06/11/20. EXCEPT FOR �Q� p. DE L4 F D' Alert r OF CONSTRUCTION. CIDJ P 099 f+'Z w THE REVISIONS NOTED HEREON. c� \t- A - °99 9 NOTE REGARDING GRADES /V�R� z LU C43880 m w C43880 `� m DIAL TOLL FREE UNLESS OTHERWISE STATED: Exp. 6-30-21 °C � 2 °C Exp. 6-30-21 7p 0' 20' 40' 60' 80' 1_800_227_2600 FINISHED GRADE AROUND BUILDINGS = PE sj C / sj C � Q LL 26 q� V Q� V AT LEAST TWO DAYS © Copyright Consulting, In 0 9T Q� MSA fightsRInc. F OF CA\. SCALE 1 "=20' F OF CA\•,\" BEFORE YOU DIG All Rights Reserved JULIAN A. DE LA TORRE BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE MSA MARK INDIO BM *99 ELEV. 499.71 43880 SMS CITY OF LA QUINTA, CALIFORNIA 8 1 MOVED HOMES AND REVISED GRADING ON LOTS 63 AND 65 a LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN DATE SMS OF MOVED RETURN WALLS AND REVISED GRADING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 JULIAN A. DE LA TORRE - PHASE 12 -PRECISE GRADING PLAN 11 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 CHECKED BY CITY ENGINEBRAN ER DATE LOTS 62-65 7'� 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 ?(,aoao-nb\� FOR PERMITTING PLANNING & ZONING COMPLIANCE 1 ' ORTEGA DATE CHERI FLORES DA E [CITY ILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA - --j-- 35+00 TC 74 8 38 - __---- �- 478.26 -_� ,- - i - ---- - 34+00 TOG 7 36+00 --'- _ LINV 476.17 R V 33+00 NV 476.76 TOG 478.05 7 - ME GRIEF -coG 47200 INV 476.54 �� 50 TC -- 00 1N 470 '. TC 478.20 474.671N W Av+ 7TC 480.22 TC 477.82 TC 477.36 TC .476.94 1,46 7C 475. /1 i �- L-- 4746 �C 4i1.40 TOG 479.96 7 90 INV 478.46 TC _-, 86 37+00- - 478.54_ --�.156.43 , ,__,. ,. , TC TC 479.50 479.22 TC 478.82 pRC .._. "` - e �_ R . -- __----_._._ 475.5 PRC 4 TOG 473.5 T 2 56 TOG 75.26 4 TC _ ° - / 2.69 - BC .. _ INV 474.066 7 I a I TOG 473.91 7 INV 471 95 7 TC 47 _._ _ i - - - _-40.47 , 4 1. P N ao 2 e I - TC 474 INV 472 41 b t _ C 474.42 49.32'68 : :. I N F I TC 473.85 'y6,08 a \- m S 478.78 I I TC 473.98 I Q cn , S 478.28 ,� I - 2 ° i - I FS 480.92 ao v co . 6 STEP 1 � 100 7 --___ \\-- I I r 0i. .• _. 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PC (678-0)i <j .r , a „ PE d O � j t" q p • „ CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,342 SF l=! CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 6,500 SF V CONSTRUCT 6"x8"06" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 642 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 a6 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 788 LF 7O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA CONSTRUCT STAIRS PER C.B.C. 11 B-504 W/ RAILING ON DRIVEWAY SIDE 2 EA 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 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE epr-E8S/pA, THIS MYLAR IS IDENTICAL TO THE V?pFESS/ON HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT '9� MYLAR APPROVED BY THE CITY BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME �Q� P• DE Lq l t� ENGINEER ON 12Z12/19, EXCEPT FOR �Q1 P• DE LqT tc D � Alert f !. OF CONSTRUCTION. CO � � 9 Z 09 w THE REVISIONS NOTED HEREON. CO JP 0 Z 9 NOTE REGARDING GRADES W' 043880 m m Q R'� w 043880 �' m DIAL TOLL FREE UNLESS OTHERWISE STATED: Exp. 6-30-21 Q Exp. 6-30-21 0' 20' 40' 60 80' 1_800_227_2600 FINISHED GRADE AROUND BUILDINGS = PE sj. C / � V C 0 sj C / 0 Q LG L ©Copyright 2020 q�F cA�\FOQ� SCALE 1 "=20' 9TF OF CA\.\FOQ� AT LEAST TWO DAYS MSA Consulting, Inc. OF JULIAN A. DE LA TORRE BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.G.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE MA MARK INDIO BM X99 ELEV. 499.71 43880 SMS CITY OF LA QUINTA, CALIFORNIA 8 SLOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY _ _ _ TRACT NO. 32879 GRIFFIN RANCH 1 MOVED HOMES AND REVISED GRADING ON LOTS 63 AND 65 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS � PHASE 12 -PRECISE GRADING PLAN OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 BR AN MCKINNEY DATE 11 760.320.9811 msaconsultinginc.com ) CHECKED BY CITY ENGINEER LOTS 62-65 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. SHEETS F 6 a oN.0-0o13 FOR PERMITTING COMPLIANCE Dig l Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG REVISIONS © Copyright 2019 MSA Consulting, Inc. All Rights Reserved APPROVED DATE MSA CONSULTING, INC.. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,917 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 6,418 SF O3 CONSTRUCT Vx8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 618 LF PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 765 LF 7O INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 1 8 EA O9 CONSTRUCT STAIRS PER C.B.C. 11 B-504 W/ RAILING ON DRIVEWAY SIDE 3 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 ocrv%..n INDIO BM •99 I ELEV. 499.71 MARK LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). UNDER THE JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 //QOfIONq DE [q o� F CO w C43880 Exp. 6-30-21 m \F �Q OF CA��F�\� R.C.E. NO. DESIGNED B 43880 sMs DRAWN BY SMS DATE I6 I CHECKED B I— !� JAB ORTEACCTINGGFBIUAILDIIU N �FICIAL DATE PLANNCITY ING MANGER N LA QUANTA DATE APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 32879 - GRIFFIN RANCH �Z �Z+� PHASE 12 - PRECISE GRADING PLAN OF BRYAN MCKINNEY DATE LOTS 62-65 11 CITY ENGINEER 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 ROVED FOR PERMITTING ■PLANNING & ZONING COMPLIANCE oR C � it �01! Ao 8 3 t� 1_0 (JJRTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA i . { 45X00 �NJ 46� 46915 ` $5 469 07 F 4l 0 44,Q •° a . � ,\ � .. art. �C L e .. 4 T \\ � 0 7 4 9.� rc 17 (4 ?z S 7 _OG 42 40+00 ^ 8 CNV 0.09 _ t Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG © Copyright 2020 MSA Consulting, Inc. All Rights Reserved oo A_ ` 1 F Q TC 468°2 Y MERV GRIFFIN WAY - '-�" - �G BOG 466_ $2 � �-"3�:68� ro - 1 41+00 TC 468.16 _ " o o - TC 468.44 -"- . cs 470.68 FS 019 7 6 •g0 ° _ f FS 47 . r' TW `� SSFP a. TOG 468.44 7 �, 469.83 6 F _ INV 466.94 i 1 40.00 /�o' q G6 :.� 8 = ^� F�� t� 470 S7 GF °470 40 GF 43 j 9 64.64 47650 FS 4 470.90 �'� �, � 468.83 � FL -GB Sp 470.10 470.72 t ' o r 468,83 FLsNP \;` 41Q.61 FS 1P 2 �� 3 �n r TF i : o 0)-�� FS 47 6.50 i 43.99 o 70.13' �,� 4LO 70.87 3 NF 468 g3 i I FS 2 : 28.99'e M0 �0 50 c� F 0 476.50 �` 6$ FS 47 0.10 o Q U_ F t F- ; ' r? 468.g3 2 7 `0 ?B 4 47 �P T w TF 5p 470.8 �AN FL' is w (D� TW 476LL_0.50 ;�� 10750 FS P� 4?1.0? 0.74 w TRW 467 17 `�,� 6 S 1 45% PE 410 4 FS . I O W X > i� II 6 50 �� g . CN\MNEY S 120 G QI TAW 470.50 ,� 470.61 5 �Nv r� `° N TR 467.17 ,�, FS 470.72 I. Ft 1 x N TF 476.50 -.\k FS ' Ma W co0D U) 469.83 U 0° (� N p 468.70 , z 5 5 T�� 468.37 470.10 pcc 10, 5% . 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CONCRETE SLAB / WALK 3,515 SF SHEET O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 705 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA 43880 O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 644 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA MOVED HOMES AND REV. GRADING ON LOTS 66-68 ADDED NOTES 9 & 10 O CONSTRUCT 8"x8"x16" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT 28 LF LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN Q10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 135 LF NOTE TO CONTRACTOR- QUANTITY ESTIMATE JULIAN A. DE LA TORRE DATE oFESS/o MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE QP N4� PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY p DE C4 F ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE �Q Q� Po HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT CO BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME -aw C43880 m m CONSTRUCTION. OF CHECKED BY Exp. 6-30-21 NOTE REGARDING GRADES- UNLESS OTHERWISE STATED: Q s�9i C / V CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 66'68 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. R �F FINISHED GRADE AROUND BUILDINGS = PE CAo�' '0q4 R 0' 20' 40' 60' 80' SCALE 1 "=20' 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 06/11/20. EXCEPT FOR THE REVISIONS NOTED HEREON. 0 J LIAN A. DE TORRE A QROFESS /p�,� ��Q�paP•DE(q o`er CO Jv 99 Z wC43880 m m Exp. 6-30-21 LS8'> OF CA0�� No REVISIONS APPROVED DATE BENCH INDIO BM X99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUP RVI ION OF R.C.E. NO. DESIGNEDB APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET M S� • CONSULT,- > P > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MARK SIGNATUREL 43880 GNS 4 C� OF 1 MOVED HOMES AND REV. GRADING ON LOTS 66-68 ADDED NOTES 9 & 10 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN DRAWN BY SMS TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN JULIAN A. DE LA TORRE DATE MOVED RETURN WALLS AND REVISED GRADING Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 '7-Zg•'LI� BR AN MCKINNEY DATE LOTS 11 CHECKED BY 760.320.9811 msaconsultinginc.com JAB CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 66'68 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS 0❑ FOR PERMITTING IPLANNING & ZONING COMPLIANCE ORTEGA M DATE ICITY CHERI FLORES DATE LDING OFFICIAL PLANNING MANAGER ( OF LA QUINTA OF LA QUINTA 43k00 �O� t ro 9 �� r g 1'7,9 s 0bc �"_,✓ (C 469 �F 4� a Qb. a • 1 r Y ...-- /` . : � ' �" �.` s,.�-•-�-••-. �---, mss., �- .''•.`- �''--._-- - X f, --�, .�G 468 ,,.- a. ..a•� '`� 7g � 97 3 TC 47 0 S 1 TpG 004 - �-_ _ s ' Nl�8 CNV 44�G - t ANZ ~� 42{p0 cf� A\\ G=1N Wim_ - 32 MERV 2 _ -- 1�C -BOG g4.g6 82 468.16 WJ CK) 41 +00,- IC _ 47068 , 56 TC 468.44 _ °._01 /476.50 FS 470P 9 Ll 468.44 7 F r , g 83 6" SAF 3 6 94 v TF 4 $ 8 � 466 `� �. 4 4 Gr�� FL'g t` 0 40 470 87 GF 470. 470 �9F 64.64' �1 4-7 83 FS 47 r.50 470.90 t� 459 4 FL -GB t ,; 470.10 \� SF 470.12 z 3 SF 4 X0.10 41 6.50 p S J 4 469 83 F�.H "`\ FS 61 F 4 a, c000i� to `` 470.87 r 43.99' ra 70.13 �� FS 470 50 U_ ao . . r� o (0 o FS 70 =+� `+Q FSO. ii 0 "� t.7 v 0 a 3 0 - iI � r �� w 1 1 0 NI 46g.g3 `� 2 0 87 �O A iB © /� Uo i v (F y� a 47 ` u jz� J o w (0 U) Nd 476.0 50 ;l� _107 p0 FS PF 4�1�04 470.74 D tL TMN 4 45q° F 7 Q. ao x F 467.17 �` 6 S=1 pE 4 FS ,12� w { > 9 iIV cc• i I NI4-16-50r470.5 410 7 5 U t ,r 0 a TR`II46717 ��` FS 470.2 Si N SF 6.50 FS 47 W ! N 83 00 468 (� I Z I ') CO is N `� IT < 46970 �1 Z 3 5 IOG \NV 46837 4701P 0 X72 6j / Jq"y ' \> / goy� 2 4) / 1 y . o i i~• �I 468 ? 7 '` . E-' " `�" 47069I. II FL �WALLBCOCK 3 FL i O S TOG 47 ' ( Z �j g.9 469-27 68 .6p I ) n f A 94 \ G� �' ` � y 27 e 479.33 TRW473 472.6 j TF 470. .33 0.5� 47069 0 17L-p�Op TFV 479.3 FG 3,2 F71.67 � �' FL 1HP 3 41 3 TW 477.3 o rn I 2. - ..0.5 cv et CO `v e�°�) 61 `v --� . TF 470.67 \ 42'9.332:1 MAX TW .. .. TW 477.33 3 0 � TF 470 6 WALL LOCK 0 6 1- 477.33 TF 472 67 7 TF(470.67)TW 43 7 471.3 TF 47 L-" . -� , 3 479.33 169.99' FG F 2 47 67 I roe LOT Tza I PLS ('688.3) -- it r. w n may, CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY (1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,768 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,515 SF CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 705 LF PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 644 LF �7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA CONSTRUCT 8"x8"x16" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT 28 LF Q10 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 135 LF Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. OREM © Copyright 2020 MSA Consulting, Inc. All Rights Reserved REVISIONS APPROVED DATE MSA 4S U RUIN N G, I INIi,,',. ,ADING ON LOTS 66-68 ADDED NOTES 9 & 10 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com 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 QPpi=ESS/ONq �P O 91 Co C43880 m Exp. 6-30-21 qTF OF CAL�F�Q. BENCH INDIO BM *99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 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 TORRE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 L04 %as 4Vj� R 0' 20' 40' 60' 80' SCALE 1 "=20' R.C.E. NO. DESIGNED BY APPROVED BY 43880 SMS DRAWN BY DATE SMS ( CHECKED BY BR AN MCKINN �•S'ZD CITY ENGINEER JAB R.C.E. 49418 Q 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/12/19, EXCEPT FOR THE REVISIONS NOTED HEREON. 4 FAI TY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA �o f U C c c 0 U Q Q C, 00 Ln O 0 0 N O U U N d cv i iE 2 5 v N q) 0 0- N 0 0 N O N i �o 0 QROFESS/0* o �a.DE(gr`t0 Co LU C43880 CC Exp. 6-30-21 a \�F OF CAL�� TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN DATE LOTS 66-68 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. p G r) r\ �Lo a� SHEET n 07 0 OF Q ' 11 SHEETS p G r) r\ �Lo Dig I Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG © Copyright 2019 MSA Consulting, Inc. All Rights Reserved MERV_ GRIFFIN WVV — 41 +00 T� TC 468.44 TOG 468.44 7 I INV 466.94 I [ i n I m 36.68 Om A 1 d O O FV-'1 I� ri 3 <gg oS l r0 Map ` F da Ire q F�CD41-05 1: 56.05` i 7 cc 1 r c W N 6 11116 �m. ' F-V' Z I M I: ;1 z Cr 3 = I I o W r. t { F w o Z CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,203 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,454 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 658 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA OS INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 613 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 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 CONTRACTORS 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 j,�kqFESS/ pa p, DE C w 9m m ui C43880 m Exp. 6-30-21 \�R OF CAk�FOQ/ _5 / ,ROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 12 I I %-UjotA ' 12,111 ORTEGA DATE CHERI FLORES DATE ING BUILDING OFFICIAL PLANNING MANAGER t OF LA QUINTA CITY OF EA QUINTA No. REVISIONS APPROVED DATE pp'-°�� MSA V N S U L i I INCI C 1 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 760.3 Bob Hope Drive, Rancho Mirage, CA 92270 750.320.9811 msaconsultinginc.com (@ 0trykon INDIO BM •99 MARK ELEV. 499.71 rn`rAm°u UNUM" I"t UJNi uI "Ur°""IJR N ur SIGNATURE �� "-`-`. NU. 43880 Ut"sMs BY Arrmu"`u d, LA Y Vr LA UUINIA JJ'' ,,'9 // - BR AN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA Q-UINTA, CALIFORNIA SHEET 9 OF 11 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). ) I DRAWN BY SMS TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 66-68 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 DATE 1Z'bl� CHECKED BY JAB NG ■PLANNING & ZONING COMPLIANCE N�,4 10 1 Z 1 $/', 20 Zn RTEGA DATE CHERI FLORES DATE [BUILDING OFFICIAL PLANNING MANAGER Y OF LA QUINTA ]CITY OF LA QUINTA xpp � J t A 7+00 PIZ (e4(2 7-w 4 j, F Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG p�(D IF 4D�ag) /1\ © Copyright 2020 MSA Consulting, Inc. All Rights Reserved BLOCK LQO l7 % WALL PE ('a? 3.5) CONSTRUCTION NOTES QUANTITY ESTIMATE APPROVED DATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,277 SF 471.5 O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2:1 FG473.0 TW 479.33 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 786 LF TF 472.00 4 71 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA 10 OF O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE B LF TW 479.33 TF 472.00 TW 479.33 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA TF 472.00 JULIAN A. DE LA DATE REVISED DRIVEWAY ON LOT 69. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 �'_ 2g , Z� BR AN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 LOTS 69-71 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 11 SHEETS MOVED RETURN WALLS REVISED WALL LAYOUT AND GRADING CHECKED BY JAB © Copyright 2020 MSA Consulting, Inc. All Rights Reserved BLOCK LQO l7 % WALL PE ('a? 3.5) CONSTRUCTION NOTES QUANTITY ESTIMATE APPROVED DATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,277 SF DESIGNED BY O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2,923 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 786 LF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA 10 OF O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 640 LF LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 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 / QROFESS/ONq DE L4 �O` F4� � Jv 99 Z w C43880 m m cc Exp. 6-30-21 0 / VOF CAol' 472.25 TC 472.88 48+00 -- a.7n_�5 �7 PRC ---_i _ --- ---_ � •_ 01 20'• .• :• SCALE 1"=20' i 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 06/11/20, EXCEPT FOR THE REVISIONS NOTED HEREON. JULIAN A. DE LA TORRE / QROFESS/pNq 0E L4o` F� y Jv 99 � LU C43880 m Exp. 6-30-21 -V �s� C / V �� OF CA0FOQ` N0. REVISIONS APPROVED DATE BENCH INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 06/11/20, EXCEPT FOR THE REVISIONS NOTED HEREON. JULIAN A. DE LA TORRE / QROFESS/pNq 0E L4o` F� y Jv 99 � LU C43880 m Exp. 6-30-21 -V �s� C / V �� OF CA0FOQ` N0. REVISIONS APPROVED DATE BENCH INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET �� COMSULTING, IN, > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MARK SIGNATURE(�D aun::TORRE 43880 SMS �n �� _ W $�3 ZQZd 10 OF 1 MOVED HOMES AND REVISED GRADING ON LOTS 70 AND 71 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN DRAWN BY SMS TRACT NO. 32879 - GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN I JULIAN A. DE LA DATE REVISED DRIVEWAY ON LOT 69. 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/21 �'_ 2g , Z� BR AN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 LOTS 69-71 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 11 SHEETS MOVED RETURN WALLS REVISED WALL LAYOUT AND GRADING CHECKED BY JAB 1p, r'a-O - 00 4 0- Dig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. MOVED HOMES AND REVISED DRIVEWAY 4,3x00 \ \ T pw (' pevas Tw 4j - TF"kk 8) NIANNIMM, 67 B M 2:1 MA) ., .. _� roe r� TOP 2:1 `4� B dog} 471.5 F� © Copyright 2020 MSA Consulting, Inc. All Rights Reserved APPROVED DATE MSA FS 70 AND 71 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 9 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com N CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,277 SF O2 CCNSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2,923 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 786 LF O4 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 640 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA AO CONSTRUCT 8"x8"x16" COMBINATION GARDEN / RETAINING WALL PER SEPARATE PERMIT—20 LF 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 /QPOFESS/pN� Qw p. DE L4 F ro y� CO Jv 99 z LuC43880 m m CC Exp. 6-30-21 F OF CA\ � BENCH INDIO BM #99 [ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 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 TORRE POSITIVE ELEVATIONS). I R.C.E. 43880 EXPIRES 6/30/21 PROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE A 20 ORTEGA DATE CHERI FLORES DATE GILDING OFFICIAL PLANNING MANAGER Y OF LA QUINTA CITY OF LA QUINTA �� . � �_ � "` �,,,- �,„�.-, sem" �--..., �.-."� �.-.. t'..`.- �,,.-'...•-- �,..,,,, �...,,, �,.,'��^-.. _ a/°"""�a�°""-_ � �r�"�- �...�e""'i �--�, �,,,,,� �"' 47+00 TC 472.88 48+00 TOG 472.25n PRC -I — r.�// 01 20'• .• :• 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/12/19. EXCEPT FOR THE REVISIONS NOTED HEREON. JULIAN A. DE LA TORRE /QROFESS/pN� �Q� p_ DE t4 `<� COJ P 099 Z LLJ C43880 m Exp. 6-30-21 cnJ V��, R.C.E. NO. 43880 DESIGNED BY SMS APPROVED BY CITY OF LA QUINTA _--_ _ - G�'l- BR N MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/20 CITY OF LA QUINTA, CALIFORNIA SHEET 10 F 11 SHEETS TRACT NO. 32879 -GRIFFIN RANCH PHASE 12 - PRECISE GRADING PLAN LOTS 69-71 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. DRAWN BY sMs DATE �.�, 2Z0 CHECKED BY JAB (, `�0 �LC) CU U t ICI t - !2-/tf7cORTEGA DATE CHERI FLORES DATE TING BUILDING OFFICIAL PLANNING MANAGER TY OF LA QUINTA CITY OF LA QUINTA T \\ C 46\ \ -S- S-- 46.9 r T3 _ry. t . -S/Sf -� �- TOG 472. 5 7 TCR 472. 48+0 _ - - - _ r. .� '\`` _ /TOG 468 -5-'W-�k__.-_. NV M70 --- -- -w- TIC 472.84 __ 44+00 -__s_ s - 4> NV 4 40 �_ - F� 0.77% ---_ rdp r , G 5 6> -- GRt - 46+00 TOG 1 35 7 _ M TC 472.79 TC 473.16 � ER � 469 a71.a2 _ '- . 0 4 4>p �w_�� - INV176.53' 73.08 -TOG - 8 _ 473 .1fi 0.7--- TC 54 +00 - - TC 471.33 M ._-SP C rn. i ! V 471 71V' O,gy. r 7% .;._.�469.99 i _ _ _ - oi�r 2 A 3T.04 �/ '• - 7 489:94 TOG 470. 471.10 _ - p67 r TF 4>> y .. 3 TC TC 471.27 r N- : 4>0 •83 55.5 - r- = INV 468.7 7 TOG 470.56- TC -" 471.24 - '1W `� r FS 474.89 2' --- - 7 _ TIC 47 S 3 4 4.30 : r �,. rpTC 47Q ,-`4'''_- -- --- - INV_469.06 -' 471.05 FG 4.00 FL- FS r �r FG .83 21 TC 470.27 - �. , TC t IF 47 .. .. .. HP i 6" STEP 1 T s vJ >Q4 r `� TF 477 .3 " , 0. 480.67 .. '155.5 - -f4y 0.5%�480.67 .. r %r.d'•`:�. _ - It �'I 2 N _.r._ 1�1t. f�3.80 4 Ir 474.00 'i TF 474.00 ^•-IDi �:.•, t. i� \ rr w 471 F�L_.20 I at �! I� 480.67 475.07 �• i:�+ i rr 477, I i 7 �tl - 473.29 1 ; 1 F 4j4 0 r 474.92 S I F 47 .7 4o t , �i F / S DSO �rG Ii 470.69 o o �r 'Q1I 7- 1 C4 a 474.81 4 4. j� o F O> r .r F M -1, .` •8.° �� 59.3' � _ ---to r TW 479. 3 3` t .I 474.63 !. 3 1 1. �r 3 -! .E� TW 4 r r ti r FG 473.0 3 r-• -$-- t r 2%.., 475.07 3 80.67 q;; oo :r t I TF 472.00 �y 479.33 473.47 7 -- t /t FS TF 474.00 r N / ; u �f 2 /� moo' rl 1p 472.00 F 473.0 GF , �9 0.l 474.30 ".473.03 t '��4 474.6 oII I 4 FL -HP I. db ®• q lL7.,,0 I 4 FL -HP 473.32 479.33 480 p0 F� yi g 7 0 O o 0 r / 0 50 i 1'W 479.33 t FS 4. I 1 p• 1 L=97.00' L O T y 3 F 472.00 TF 47 S=1.87% P L=99,0 �ao 0 0 471.20 tit' 471.33 TF 472.00 .1 T t LAN 78 S=1.00% 6 0 ^`�" d r L HP 't 471.69 FS FF 475,27 a74.7o zI� 471,73 c vn r / 6 I FS ° 75.92' 11t1 473.21 at a FL -HP t' I ,: q 4's9' 471.87 ry 4 : �5 rI° y FS 473.47 �'r tt� :; PE 474.E �Ic 475.07 474.90 FS 471.77 t 2 j 8 ' I ". E^ L_103.00 g 1\ u �A 474 FS � u 4683j i I �'1� .:.' \ �:m �' o :% LOT 70 473.10 81 F4S4.94 r� ® o r� L 7A FS at" �� / �r 7p r 20 A� r I lI, PLAN 473.30 t\w / 474.92 CHIMNEY 9:.i o i L=107 00 FF 473.67 FS tt.. 1 A �L 19 r FS i : 471. 97 _ �F jl x tt� S_1.79� 47 PE 473.0 2 tt1 I' 106. 5 O 47 3.90 r� / �+ 471 47 0 ( 473. ,Y t - r 6 L=176 FS �97 471. 7.79 �: ifa o t FS 473.34 A tt ¢ $ �.. TOG 473.9n r ` 5=1.00% FS 84 3 T 470, p3 I w �ti �l a FS,- aO 6% - INV ��11••YY �p / 473.21 CHIMNE/ t ' / t 1' � " 474.02 �'•� -r CHIMN >� 4 477.2p r TW 47933 t i - FL' -HP I T 472.00 ij 473.32 tt FL 3 rno . �v, FS 47 p.30 FL 4.03 5 TO 4�470 SOT 69 4 2.00 r 1r 5 TOG 470.90 ':1 FL. -HP o AQ LAN r yt INV g4.25 >> FF 472187 L= 2 i, .. FL 4 PO / '\ 47086�I PE 471.5 S' 0% 6 r�. 3 i 472.37 0.5 - .. 1 p' 2 p. / FL 5 TOG 470 i FL ^ !NV 469,480 I TOG 472.30 o h /jam �rrn� A A 5 INv a7os7 -�^� m o 7 TF uo 1'�0 2_ N �_ o. .. 472.70 0 480.6 O N .�i .. �y ' r .- �� FL 1.20 FL -HP - ` 4 TIN 480.67 ro TW p 37 s.. p.5% 4 46 121_?�FG4.6 .. ° FL70'"' 86 / 472. .. a- FG 3 35.18' Tiy 20 oe .. r 4 �4 4> 0 34' �B v / FL N, .. - e--- . % " TW 483.33 EX. BLOCK L�Oii T 13 t� 480.67 2: FIG 473 0 g,88 oe TF 473.3,3 n1 480.67 > 1 > roP __ -... PIE i�i�6.7) TF 474.00 / .Sp 0. % TFV 47g 33 2:1 MA7( �' 471.5 B F _ t 0.67 TF 9.1> 472.6 _ � TW 479.33 _, - 484 �° 472.50 _ EX. BLOCK_` Top 1 .._. TF 472.00 _ '��..� ---- 472AO F WALL d®)j 9�� 473.0 IF 4g0. u FG 200.34'.:. 474• if TW 479A,3 TW 479.33 BLOCK �G4 124 �B o TF 472.00 TF 472.00 WALL PE ('473°�, CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,167 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2,861 SF a3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 752 LF a4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 6 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 635 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 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 LESS/ ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE QP gVq 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 r\ttrQ� Pa �" DE (4�o F D i gj A l e r t OF CONSTRUCTION. t7 iv 9m m NOTE REGARDING GRADES, UNLESS OTHERWISE STATED: � �O DIAL TOLL FREE Exp.. 6-30-30-21 0' 20' 40' 60' 80' 1-800-227-2600 FINISHED GRADE AROUND BUILDINGS = PE s'J• C' / y \ V' fin? AT LEAST TWO DAYS ©Copyright g 0 n 9r F CAS Q SCALE 1 "=20' MSA Consulting, Inc. R O \F� BEFORE YOU DIG All Rights Reserved REVISIONS BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET N0. APPROVED DATE MARK INDIO BM •ss ELEV. 499.71 CITY OF LA QUINTA CALIFORNIA MSA CONSULTING INC MARK 43880 SMs 10 1 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH fj OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN DATE SMS �/� /2'2-/ PHASE 12 -PRECISE GRADING PLAN 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. 3 DE LA TORRE 11 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6j30/21 1 p CHECKED BY CITY MINEER Y DATE 760.320.9811 msaconsukinginccom I ``� / JAB R.C.E. EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SEECTTIION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS o �V 475.8 FG 10, �-- - 53+00 MERV GRIFFIN WAY 0 FS 476.12 EX. ELECTRIC MGR TC 476.80 47 5.86 -_ 475.92 TOG 476.18 7 TC 476.75 TC 476.97 1 7 TOG 474.02 TC 476.12 0.77% INV 474.68- TC 475.71 INV FS 51 0 TC 475.54 I - 91.00 w TW 484.67 66.68' ' 1 p 0 FG 478.2 _ _ I 477.76 4 3 n TF 476.67 -� TG 475.19 TC 475.49 1 FL -HP g - -' t _ PRC � 94.3Q . , . . i - �-- - - E----- .. �- n - 477:50 478.10 1� 83.33 �a ' a '' TW 484.67 ; I FS �_ - --i- G 474.72 7 4.93 7 __F.-. --- Nf 4 p �° °� �° . 1. FG 478.4 I FL -HP 50+00 TO TOG 47 - -- -- - 472.6p p5 FG 477 0 1 478.4 477.33 TW 484.67 I INV 416 0 476;'24 s I TF TC 4.79 INV __ �-.` o TF t� FG p iG TF 477.33' 9 +00 47 r 3 FS .° 2 1 484.67 I h 1 TW 482.00 TOG 473.95 TC 474.47 474.71 -� 94.35 2 ;:IF 1TF 477.3T�G475.8 472.45 7 TC _333 1 476.56 4 c� 7tTF 474.67 INV 474.42 -- �i 48 2`TG ....�.� 417 1 -1 F �j 5% 483.33TC 473.82 0.77% °_.47.6 0 .°0- ° t TF0647 ° r N ° .F 1 _..- � - 1 7q.81 i . _.. 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'o d- I pb� �2 Q TW 482.00 Ilb� t Z i I c� 7 50 I 0 I rd 478.69 I 4 5. 7 �7 - a°a -rn 4 � 1 1 e� ,3 7 1 I � s-C� ° ti o ti I TF 474.67 1' o f 39 4 o y ti FL -HP I 476.27 3 5+ 1 1 477 ° FS i 476.12 FS 1 1�- tl 477.51 FS meg 2 477.49 i i 478.87 478.8478.87 478.74 3 TW 484.67 _ 63.24' �� 476.01 FS GF , t tW 483.33 �t 477.43 FSS t� >\� FS FS FS FS TF 477.33 FS 475.83 It� TF 476.67 ; Fg TW 483.33 i o: 2 it ° ° .R FS 478.70 1 476.9p 1 a .s 3 TF 476.67 t� TW 484.67 L=110.00' :i. 11. FL -HP 54 1 477.33 �i 6 S=1.53% II I 476.27 D b� t� �t r N - ° 477.67 FS ' 2 t, TF CHIMNEY FS 478.9 1 FS i V. X o i ° 477.67 FS FS 477.5p t 12' i ®4 478.10 .� 1 1 4 , 411.1, LOT 74 1 r Q '� '! 29.88' 1 477.67 FS FS I FL -HP 7.6 L=112.00' � I N x I 1 PLAN 5B 6 1 Q yl 1. 1 FS <. 1 i S=1.00% I TW 482.00 1 N �1 _112 00 CH►MND I�N TOG 477.70 FF 479.07 TOG 477.70 2 LOT 72 3 TF 474.67 Ii� It 6 5=1.00% ® 476.90 1 INV 476.37 5 PE 478.4 5 INV 476.37 b�1 L=108.00'1- O?.1 4 FL - PLAN `n I 6 S=1.22% 7A FS 475.90 0 1 r� o FF 476.47 FS 476.10 �1 73 pp' 477.78 6 .IV FS6.27 PE 475.8 I =; LQT 5C L= �1.0o% 6 IA FL : 476.14 © 2 r tt 476.50 5 PLAN $7 STpG 476.50 :o _� �1 476.01 FS 4 475.50 iJ ° �1 TOG 475.17 FF 477• 2 5 INV 475.17 476.59 28.58' F�7.78 1 FS FL -HP I\ t INV 477 • --''\ B 478.10 L/ I IA t PE FL FL -HP 476.12 CHIMNEY 1 i �..�..�..�..�..�.. �..�.. �..�..� 1 FS L=1 17.00' 6 A %� 0.5% S=1.00% I% o I• 5 TOG 475.10 I � 9 1 TW 484.67 N 476. 0 --•� � � � TF 477.33 478.4 INV 473.77 o FL_HP . • 478.4 FG f - ' p� N 477.2 FG 73.49' 66.68' 5 TOG 475.10 FG_ INV 473.77 �: 476.5j9-- . - � TW 484.67 \-EX. BLOCK TW 484.67 TF 477.33 FL e- 5% 79.16 3 4.67 LOT 99 WALL B TF 477.33 0 <J 475.18 483.3 TW 48 : FL 476.00 TF 477.33 PCS (47`ll°1) L04 ��3 TW 485.33 �EX. BLOCK TF 475.18 475.50 o TF 476. 3.33 LOO 90® WALL PCS (4077°7i FL FL-HPc)4-049'ISM � 0� . �� 0. % `V . f 477.2 61 � 415.33 p(� (4� r- e- e - F- e - .. --� - - 475 8 FG 415 33 TF F / TFI LOT 912(Q�\ \-EX. BLOCK PE (4714°9) WALL 223.76' TW 482.67 ��4 �0t EX. BLOCK TW 482.00 TF 475.33 LOT WALL TF 474.00 PE FOR PERMITTING NPLANNING & Fol _ o�tE 7 1 ZoYv RTEGA DATE CHERI FLORES DATE kCIUTy1OF DING OFFICIAL PLANNING MANAGER LA QUINTA CITY OF LA QUINTA OG 477.08/-,\ 54+00 55+00 NV 475.25 Q TC 478.16 TC 477.15 TC 477.85 TC 478.02 `` GB TOG 477.24 m INV 47 7.2 7 0.77% TC 477.81 TOG 478.16 7 -_ LNY 476.44 130.50' w 8�� 478.96 4 3 � g � .77 FL a r .��. or .1 ..�..�..�.. 057�..E..�.. � ;6. 478.56 co I TW 486.00 FL -HP 9 FS i 06 FG 479.6 v00 Ti TF 478.67 TW 486.00 j �,1 I FG 479.3` n I� t- TF 478.67 i I TI I: 1 3_ 1 IT I tJi j ( li : co aro I �n I 0€ r I �i Lo TW 486.00 rp 1 ( tet- C-) (i TF 478.67 1-N 1 U w 3 j 479.43 j T1 FS �e IT I FS Ti�� GF 479.70 47.9.7$010, o i 479.30 479.79 479.87-11 O i FL -HP 479.83 479.91 FS z o i� PUE �n I FS FS I 32, c) I I a I 2 GF 479.89 C) r o� 1 1� 4 ao i 480.07 480.07 480.07 479.94 i : o W co,` 6I °r° r I FS FS FS FS TW 486.00 I� _ I Cq �) Co rn.1 TF 478.67 w 0I 1 FS 479.90 W yl 6 S=1162% CHIMNEY FS 480.1 i ��i 0 ° Z LOT 75 0 2 ;I 3 0 yi PLAN 5A i ! 22' 00 r- cr° -� FF 480.27 I I LL L=113.00' A PE 479.6 S=1.00% 6 ~ ( o _ TOG 478.90 5 TOG 478.90 3 b� INV 477.57 5 b� �r� INV 477.57 V 21.75' � 4�78.97 U 478.97 B 479.30 ' ` r U FL 00 TW 486.00 .. .. .. .. FL -HP �. .. Uj -,AG 489.6TW 0 oro I w TF 478.67 0 0.5% CN TF 478.00 `t L w 479.6 4799 I° � 155.00' j r TW 486.00 �EX. BLOCK TW 486.00 s B<j TF 478.67 WALL j� l(�O49 (7( TF 478.67 li� (4ll�jJ�°�J) co �� f I Ij; II i f)C.aOa•O-0alq CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,457 SF O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,810 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,134 LF PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 900 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA NOTE TO CONTRACTOR- QUANTITY ESTIMATE 2nd SUBSTITUTE MYLAR MSR 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 Q�pFESS/pN THIS MYLAR IS IDENTICAL TO THE ESS/C Q �'4r BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. P• DE Col �` MYLAR APPROVED BY THE CITY DE �Q� @ o9m ENGINEER ON 06/11/20. EXCEPT FOR �Q� a• 44 F� �I THE REVISIONS NOTED HEREON. �? D D i g Alert NOTE REGARDING GRADES W ' m UNLESS OTHERWISE STATED: C43880 � � Exp. 6-30-21 �� 8 m o: Exp. 46-30-21 8 � DIAL TOLL FREE � � 1-800-227-2600 - FINISHED GRADE AROUND BUILDINGS - PE `' l V �' 0' 20' 40' 60' 80' 0,1111 `+ o Copyright 2020F / V AT LEAST TWO DAYS MSA Consulting, Inc. o��`� OF CA1-�F SCALE 1 "=20' JULIAN A. DE LA TORRE R OF �F CRL BEFORE YOU DIG All Rights Reserved N0. REVISIONS APPROVED DATE BENCH INDIO BM X99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA CALIFORNIA SHEET MSA MARK n 43880 Sans 11 1 MOVED HOME AND REVISED GRADING ON LOT 72. LOCATION /P AT NORTHWEST COR. AVE. 50 AND R.R SPIKE IM P SIGNATURE °' DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH REVISED DRIVEWAY ON LOTS 73-75 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS - $'3 PHASE 12 - PRECISE GRADING PLAN OF MOVED RETURN WALLS REVISED WALL LAYOUT AND GRADING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS R.C.E. 43880 EXPIRES 6/30/21 7.n� . (� 20 CHECKED BY BR AN MCKINNEY.1601- CITY ENGINEER DATE LOTS 72'75 '1'' .IAB R.C.E. 49418 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 FAST, S.B.M. SHEETS f)C.aOa•O-0alq FOR PERMITTING PLANNING & ZONING COMPLIANCE W4441� Mf I2O - J ORTEGA DATE CHERI FLORES DATE [CITY UILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA ...yam TOG 477.0 7 8 55+00 ---52 00 ERV GRIFFIN WAY ,- Q INV 475.2.5 M -� TC 476.80 TC 477.15 A TCt TOG 475.86 7 i TC 477.85 TC 478.02 - GB 474.02 TC 476.75 TOG 477.24 INV TOG 47618 7 TC 476.97 7 0.77% TC 477.81 T 475.71 TC 475.92 0.77% INV__474 68 INV 475.74 '1 u TC _ ) __.. 4 -_� 1 47 �^ _ 0 5 =_ TW 484.67 66 68 i 30 50' V -- -- k 0 47 5 _ 91.00 `s - _-- 51 19 TC 484.67 I 477.76 3 FG 478.2 cn e i 478.96 ". !a.-�_,.�" , ..' �„r , 0" "� .', - �C 475• TC 475.49 I L - HP TF 476.67 - FL I w _ -'�� PRC __-�'�"I, TF 477.33 -'� I °° _ "` HP :1 FL -_ E--.. 50 �..�..E- e- ..�.. 4x8:56 __ -- -s - - ---_ _ _ _ E- 0. 478.10 ° j� o r� I 4 0.5% 30 ° -� I < FS co TW 86.00 -- - -1- 4.72 7 483.33 �c?a ---' (W 484.67 i FL -HP I Sao I FG 47 FL -HP f� 47 60 g3 �--- _ 47 p ��` �'" 2 50+00 TOG 474• 7 7• I� TF 477.33 I 1 �� i 9.6 S2 . ° 1 _ i 472• TOG FG TW 484.67 " I v TF 478.67 4 I F TF _ IN 474.79 INV q4� .i..."_ 476.00 4�6 X24 TF i f �i 477.33 i �; C �� T AD 3 FS I� 1 r 'rr' i r 1 TF 488.670 °o ` °° 00 TOG 473.95 TC to 474.47 474.71 '"Y 54.35 _:- I 0 1 7 TC 6 X6.90 2 �i �` ri .LO 8 INV 472.45 483.33 11 476.5 4 . - 4� I I 1 67 r_4 - i I 1 e I TC; 474.42 ._._ � �J� G 477.2 5% 3 4: �. 1� � I i 1 ' F 3 77% F 7 83.3 N b I rYI F 476 TW 0 �- N a °� rn I� °� °� 1 7 6 pto 1 t� TF 4 �� coo: I coo: I ._ 81 0 6 n -4 i s 129. 1 1 - N 1 TW 486.00 ° 1° >\ °_ 1 48,.33 1 � I i N N. s �-� - a° 1� TW 7 1 ° i � � TF 478.67 ° ° 3 476 a `. ° 1 1 1 - rr1 3 I 1 - TW 484.67 ° N 6 I. • ° ° ° ° TF 477.33 ° m ° t . �- 3 I 479.43_,- FS 79.43 _ I - �, 478.23 Fs, i� �1 FS FS TW 482.00 a 1 �1 33 I 1 FS GF °478.50 478.5 ° rt ° 4 475.40 i TF 474.67 L� 1� 1 TW 483 1 1 1 4 I GF 479.70 47,9.70 I FL -GB 1 N 1 11 ° i TF 476.67 FS I� 3 i 478.59 I� i i 5 TI FS6.09 • ,.N �; 477.03 g. - 30 430 I A TI FS 478.67 i o I _x.91' I 3 477 I 478.10 I 478.63 478.71 FS z o I 479.30 479.79 479.87 z rci F U. � 0 FL HA o � i _ P 479.83 479.91 FS .00 �c� 3 ` 5 �° i. FL -HP i FS FS m I uy I FS FS ° 1 0 m 13'1 o I I� 32' - 1 1 oa _°b4,67. . CV° 1 1 .. ° °4 TW 482.00 � e ° s . a ,: 1 1 GF chap Q N° GF 1 475.50 i - ° EI I oo 2 67 $.7 . $ 1 - 1 .47 o _ tom. 478.69 cn 1 TF 474. 477 , t e� c� 479.89 S e 11 -HP I M\ 1� ` 8.61- ° A 1 476.27 477.3 I� i i I FS : 13°5-... 1� :1 FS GF , N - : i I �i TF 478 670 �I 477.51 FS e 477.49 I . TW 484.67 478.87 478.74 TW 484.67 _ ° ° ° 3 63.24' .I 476.01 476.12 a . ° , . 478.87 478.87 1 483.33 �1 477.43 FSc�t' TF 477.33 al FS FS 3 TF 477.33 I I 480.07 480.07 480.07 479.94 1 0 1 FS FS GF 1� 476,67 1 FS ° 3 I o_ i FS FS 478.10 i i FS FS FS FS 479.30 v� 483 • _ 4 I: rn 4 I M 475.83 1 TF 1 �b� 3 I $ ro I Z TW 482.00/476.90 ; a °�' g TW 476.67 , i 6 L=1 10.00' FL -HP 1 o FL -HP I- o r Iv :I �• 3 TF 474.67 FL NP 1 ae 477.54 TF 47890 I �i S=1.53% FS 478.70/- FSII X �1 FS 480.90 j ° p j 476.27 D 1 as 477.67 4 FL_NP 1 i l� 1 L=113.00' �I 475.50 1 0 1 FS 1 I CHIMNEY FS 478.9 i a i 6 J� d FS 4 1. o a 67 FS 477.50 I I i•cD S=1.62% CHIMNEY I m I � 1 FL -H P 477 11 2g .88 I 477.67 FS ® FS i :� : i _ O 1 i y o 1 FS 477.7 I 12' �1 LOT 74 2 ;� c�i �� LOT 75 2 �� L-112.00' ® I PLAN 5A ' 22' 1,� a .1 FS 1 � 6, , 1 PLAN 5B S=1.00% 6 i 1 rn i 2 iI i L=112.00 CHIMN� i� TOG 477.70 FF 479.07 5 TOG 477.70 i FF 480.27 L=113.00' 6 1 V� n bJi L=108.00' LOT 72 475.90 11Y N < 1 6 5.1.00% V ^�' j I 2 i� INV 476.37 5 PE 478.4 INV 476.37 A A TOG 478.90 PE 479.6 s=1.00% 6 PLAN 7A FS �: 0 I 115.00' 6 d\ 5 / C5: 1 S=1.22% FF 476.47 476.10 I L` 1 p0% °. 4710 6.27 FS 1 "1 7 `� 5- ° 6.50 477.78 0� �n b��?j INV 477.57 5 I �V 477$57 a` 3 PE 475.8 , 1 j_OT TOG 47 ° FL �'I o FS 476.14 2 1:o t p► t1 50 PLAN 5C 5 INV 475.17 21.75' 476.01 Q m FS %� 1 yl OG 476. 5 4'77,87 0 g 58 1 477.78/ �478.97 ` 3 �I FS i� i INV 475.17 F E 477.2 4L6_--�\ 2 B 478.10 FL FL 8.97 B / FL f 479.30 ` II 476.12 CHIMNEY P F FL -HP � FL -HP TW 486.00 FS L=117.006 f �..�..�..0.5%..F-..�.. �..�.. -- o--�-. TW 486.00 0 ..E-..�.. �..�.. �..�..�..� f' 1 S=1.00% 1 / 484.67% N TF 478.67 oN TF 478.00 0.5% FG 479.6 TOG 475.10 476.90 ---> � - TF 477.33 478.4 479.6 iM I 5473.77 1 o FL-"? .. 478.4 66.68' FG FG FG9.6 p� 477�� FG 73.49' 155.00' o TOG 475.10 E-- FG TW 484.67 5 INV 473.77 476.59 ° � FL � .. E--- ' � �5% E-�- 6.16 EX. BLOCK TW 484.67 TF 477.33 Tpy 486.00 �-____._ TW 486.00 �EX. BLOCK TW 486.00 7 L00 T( 99 WALL TF 477.33)/ WALL o' 475.18 0 1 483.33 TW 484.63 PCS (4D� 9) B TF 478.67 B TF 478.67 L00 r 97 TF 478.67 iii e 476.00 TF 47 FL 7.3 L81 98 PCS (477 TW 4g3.33 EX BLOCK TF 476.67 WALL pG (47777071) �) 475.18 475.50 'o TF o FL FL�-HP �" A } 477.2 6429, NI 455.3333 0 ) �..�..� ..� .0..�..� ..�i..�..�..0.%.�.. �.- 475. �( (�r 475.8 / FG 482 33 TF p 5 v + 47 .8 TW 482.00 LOT 112 TF 474.00 EX. BLOCK PL (4774°G) WALL l 223.76' TW 482.67�Op ] \-C)(.BLOCK TW 482.00 TF 475.33 LO WALL TF 474.0 /r VF T 00 r � 00 c cc > U W u R z Q 0 U af U w w X w CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 6,457 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,810 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,135 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 O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 900 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA NOTE TO CONTRACTOR- QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE 1st SUBSTITUTE MYLAR 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 QRpFESS/ON 4� THIS MYLAR IS IDENTICAL TO THE pFESS/ �/{i ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. DEL F MYLAR APPROVED BY THE CITY QFC -4� q rc9 y�� ON PT FOR p. DE Lq l0 �y9 D i g Alert NOTE REGARDING GRADES m rn . j` THEENGREER VISIONS ONS1 NOTED( HEREON ��Q `Q� �� 99 Z UNLESS OTHERWISE STATED: uj 46 8 021 0 m R C43880 m DIAL TOLL FREE Exp O Q Exp. 6-30-21 1-800-227-2600 FINISHED GRADE AROUND BUILDINGS = PE 0' 20' 40' 60' 80' © Copyright 2020 q�, C / V V ATLEAST TWO (Reserved OF CAL SCALE 1 "=20' x".�Q BEFORE YOU DGS ASA Rights JULIAN A. DE LA TORRE OF CAL��Q NO. REVISIONS APPROVED DATE(BEANRCH MSA > PLANNING > CIVIL ENGINEERING > LAND SURVEYING BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION SIGNATURE OF R.C.E. NO. 4S88o B DESIGNSsms APPROVED BY CITY OF LA QUINTA - CITY OF LA QUINTA, CALIFORNIA SHEET 11 1 MOVED HOME AND REVISED GRADING ON LOT 72. LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/21 DATE 6 , REVISED DRIVEWAY ON LOTS 73-75 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). SMS B AN MCKINNEY CITY ENGINEER DATE PHASE 12 -PRECISE GRADING PLAN LOTS 72-75 OF 11 CHECKED BY 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 OVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 1, a MIII/ 11 2TEGA DATE CHERI FLORES DATE G BUILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA -S- - -- -.__ -S- 53+00 �I TOG 477A8 54+00 -1 - - - -5z °0 MERV GRIFFIN WAY INV 475.25 7 55+ TC 478.09 TIC 476_ TC 477.15 GCB 478.16 TOG 475.86 7 80 - -- -- 78 V 4 4.0 __ TOG 4f8 TIC 477.03- + __ - -- -M LC 4 TC 475- 0.77% - - TNV 475.74 7 0.77% TOG 47816 7 5 TO M475.92 E{ _ _ INV 474.68 - ---- - TC 4 _ - -_ M--- ' ----- TC 476.75 - 77.61 +p0 19 tC 475.54 - - _' 91.00' TW 484.67 •, I 478.96 4 3 130.50• •� _ _ ` _ 1N� 476.44 TW s 51 tC 475. 475 49 4a8.47 1 4 TF 476.67 + 1 I F_ 66 1 477.76 3 id\ PRC_.� M�.---- tC gq.3Q " . - .: -_ li TF 477.33 -HP - i l' #78.36 IT R FL _ I.�� I � .- :.� J- 484.67 - I 478.10 F.S '' • - I . ; o � I TW 486.00 0.5� 4 FS 50+00 TOG 47_INV_ 47 M•77 `TOG 474 9 7 4a g 00 ��' q-`, - 1 TF 477.33 FL -HP ,..2 _ - 1 00 ro I FG 479.6 FL -HP ` 4 d 4 . 49+00 474.79 1 y... G 47 g76:2 - 1 .33 •-. I r TF 478.67 T - • ° '�' TF TF 477.33 TW 48 n 54 35 } F 47 TOG 473.90 TO 474.45 474.69 8 67 � TIN 86 00 7 { * a IT INV 472.40 rn 3 11 M TC 483.33 11 476.56 q e F 6 HP 2 m • n 1. , i J" "5 'e `V I FIG 479.3 n 3 3 TIC 473.82 0.77% _ 1 475.57 ' . a TW 483.p0 pC N 1. �1 I I r i 476.. I� RF 1 I ,o D �r N , fq:1 � I: m:, m I d E- 483.33 N i. �i iIEE �I TW 486.00 i I d o TF 476.67 �I 1 1 TW 484.67 " j TF 478.67 irn; FW I- �� •li .g a �_. ;�• _II 3 j �•j TF 477.33 �- 3 -i 479.43 l i 478- e FS.... I�' �i FS / -1 8R it, i . 1 4$3-33 •°.- 1� I FS GF 478.50 478.5 I w a 1 . ,k.- GF 479.70 47,9.70 3 f1 47$.59 ac+l , IT TI 1 Be.l 1 \ n - - 4:�30- I: Woo I F"$ O I I I� / o.l I r 478.67 i I d •r 1= I 477.03 _ 47 •3 1 A 478.10 '1 478.63 478.71 FS ood C o -1 479.30 479.$3 479.91 479J9 47987 q I. a 1 476.09 1 1 . i 3 (01 •G A 1� r FL -HP I FS .--:. FL -HP FS FS�� FS .•'` �. 0. 1: �I a �^ 13'I� Toh 32,I 1 N Il o Q OC �N, GF to I 4 475NP ;i 13:3_•` \_ , 477.47 �� II '`. 478.69 °D^ I �c�a . y �cu tr$ N. OF FL 00 39 I d d I TN 479 $9 T } 482 z 477. f 1 476.27 477.51 GF i i. F �j ' . TW 486.00 3 I Q TF 467 74.67 FS 477.49 _ 484.53 1 GF ',. TW 483?3 �'1 477.43 F •�N• 1 TF 477.33 II 478.87 478.87 478.87 478.74 3 TW 484.67 'i 480.07 480.07 480.07 479.94 TF 478.67 i ,RI ]r.6 FS FS FS FS TF 477.33476.12 475.83 \ TF 47 6 60 .11 FS ' ` 483.33 1 0: i 4 478.10•� FS FS FS FS 4 479.30 I N 474. IIFS a 482.00 1 476.9 I`P -� 3 TF 476 67 , 6 L=110.00' FL-HPoo1;0 477.67 ,5 476.90 1 '1 5=1.53% _ _ II FS 478.70 - xl FS 479.90 I o 'D c� yl •� _ �i L 113.00' ro W 65.7• y1 g75.50 \- I N, 4 FL -HP 1I CHIMNEY 5=1.62% CHIMNEY y 476.01 I`. �., "oo i FS 478.9 .o j�l I 6 FS 480.1 I °0 n m Zil ' FS 476.27 4 FL - HP 11 0 ,I\ g7 FS 477. �0 ii 12• ® 2 j Fs N, 29.88 4n• 477. LOT 74 ® 11 LOT 75 2 �12r� PLAN 5B L=112.00' 6 I. PLAN 5A ° 11200IMNE'I ® FF 479.07 s=1.00% I , FF 480.27 Q LL OT 72 475.9° ��', g L 1,00% CH 2 TOG 477.70 5 5 TOG 477.70 L=113.00' 6 PLAN 7A 476-10 i ' o`'' s- INv 476.37 PE 478.4 NV 476.37 TOG 476.90 PE 479.8 s=1.00% I o 2 2' �- FF 478.47 L,11500 6 A INV 477.57 INV 47 8.9 A L_11s.00' i3 S_1.00% p pE 475.8 L� 477.78 oI 5 5 TOG 47.57 3 PLAN 5C TO 47s.5o d 476.27 2 I\� 1 47 III 2 FS 476.14 ®J �i 476.50 5 S7 5 INV 5 17 1 477.78 o 21.75 o yi FS INV 475 A7 FF 4477.2 47644 9 o 0 28.58' /I 478.97 .1 476.01 i� �i pE fl B FLBHP FL8.97 B R9HP orom 11 CHIMNEY _112.00 6 r..�..�..�..F-.-��.. �..�..y. �..- l c3oiao 111 FS 6 0.5% 0�5% 67 F- -' s ,1 476.12 S=1.00% ` 1' , 0 7 co 476.12 TW 484. 7 w 478 0 I FS TOG 475.10 A 0 476.90 TF 477.33 4 8.4 479.E yi 5 INV 473-77 A o HP 478.4 FG FG w ae .a _ . p N 477.2 G `_49 -� - � � - _ 155.00' _ FL- 66.68' FG9.6 cD I` f `• l0 6,59 �\ - TOG 475.10 I _ - T� TF 7. -. -- --.-..._-_ FL � � � .. � ' -- -- TW 484.67 5 INV 473.77 6.5% -. EX. BLOCK - 47 33 -- -`0 WALL ��, TF 8. TOP JP 475.18 � � � - '� - -`_1pe TW 484.67 � EX. BLOCK c 76.16 SLOT 99 WALL B� TF 477.33 TW 486 00 TW 486.00 WA O� TW 486.600 483.33 TW 4B4 67 o IF 478.fi7 B TF 478.67 FL �EX• BLOCK TF 476'00 TF 477.33 PL (4�D°�) L07 98 PE (�ia�°�) 1 o " o N, 4S3.33 67 475 - .. ! t TF -7-2 6429• gg3.33 d®4 475.50 N �, - 477.2 475.33 FL FL -HP .. .. p.5% 475.8 FG _=- 482. 7 .. F� TF 475. TW 483.33 TF 475.33 223.76 _ BLOCK t�®ii 992 TW 482.00 TW 444 7522 .33®4 1O� WALL Pf�L T `51 �) \-EX. WAL BLOCK T 474.0 PF 514) CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4° THICK P.C.C. DRIVEWAY 7,120 SF O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,824 SF O3 CONSTRUCT 6"x8°xt6° PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,088 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 902 LF 0 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 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 QQOFESS/ BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. `40 �V \!a it'., DE L4To I$" � D i g l A l e r t NOTE REGARDING GRADES- q 9m UNLESS OTHERWISE STATED: I�u P 43880 m� DIAL TOLL FREE FINISHED GRADE AROUND Ex 6-30-21 nc 1- oo-227-2600 BUILDINGS - PE Q s�q 0' 20' 40' 60' 80' @ Copyright 2019 C` V 1 @� 11 AT LEAST TWO DAYS MSA Consulting, Inc. OF BEFORE YOU DIG All Rights Reserved CA1.1 SCALE 1'•=20' NO. REVISIONS APPROVED DATE MSA CO + LT ` C. MARK BENCH INDIO BM *99 ELEV. 499.71 SPARED UNDER THE DIRECT SUPERVISION OF 43880 DESIGNED B SIMS APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATUR DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH JULIAN A. DE LA TORRE DATE 34200 Bob Hope Drive, Rancho Mirage, CA 92270 MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). SMS -�Z-i PHASE 12 -PRECISE GRADING PLAN OF CHECKED BY 760.320.9811 mseconsultinginccom R.C.E. 43880 EXPIRES 6 /30/21 ,n J�� BN ENGINEER DATE LOTS 72-75 11 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