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PG2017-0020, PG2018-0003, PG2018-0007IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FBURT QVED FOR-PERMtTTNG NG CITY OF LA QUINTA GENERAL NOTES It 7 ?A C T MA P NO. 32879 GRIFFIN RA NCH 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS A. i7 SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS HANADA DATE BRIEL PBEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARYSTRUCTURE ON THAT PARTICULAR LOT. ING OFFICIAL PLANNING M3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOROF LA QUINTA ITV OF LA ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED PHASE 3 PRECISE GRADING PLAN BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE LOTS 123�126 AND 190�192 GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. CONSTRUCTION NOTES AND QUANTITY ESTIMATE THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE T ROUGHOUT THIS PLAN SET PORTIONS OF THE NORTH HALF OF SECTION I b, 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 TYPICAL STREET SECTION LOT "C" LOT "C" _ (EXISTING PRIVATE STREET) GARDEN WALL F E 55 " 00T- Al< P/L NTS 6"x8"x16"PRECISION TW SEE PLAN SIDEYARD WALL: BLOCK 3 LOT "AR" Q 76 77 78 79 80 81 WELL SITE BLOCK IGARDENIWALL SION 20 } H ~O 21 HAFLINGER WAY 3' MIN 2' 2' 3' MIN x a J Z � 4 � 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. AVENUE 51 N AVENUE 52 z � AVENUE 53 U. � w w' a N' AVENUE 54 N w ra w uL w p;. a X ir E SITE w: w O rn � AVENU 'I"OR.rP z N VICINITY MAP AIRPORT BLVDNTS a o INDEX OF SHEETS SHEET DESCRIPTION 1 COVER SHEET 2 LOTS 123-126 3 LOTS 190-192 LL 97 96 82 83 84 ccLL pc- 75 J j 5 w O ¢uj L__ 22 98 95 93 9P 85cc Ow JPAD BOLRULER WAY 74 ¢ CHq ELEVFINISHED (HIGH SIDE) FLOOR 99 r NT C 86 zOMIT ONE HAL COMPLIANCE z F BLOCK AT SWALE z FL WALL EARTHWORK ESTIMATE U) r PAD ELEV s FLOW LINE IN i 91 FINISHED (LOW SIDE) 7 NECESSARY TO FOR PERMIT PURPOSES ONLY 23 94 FLOOR Oy T� 3 2% TO j/�� jAAjA, OUTLET FOR YARD DRAINAGE. 6 MIN. TOTAL CUT (RAW): 525 C.Y. 18 100 73 O 87 /���\ .7 ��% a y / OPENING WITH R MIN. COVER OVER TOTAL FILL (RAW): 525 C.Y. 90 -2% Tp N� 3'� V �� ��" 0.3'V �� TOP OF FOOTING 20% t0,✓ THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT //V/{V �/` /V' A, AA/� TYPICAL SIDE YARD /� FROM TRENCHING AND DETAILED GRADING. 101 Oyu 89 gg/i�/ �/ /��j/j' j'� / / RETAINING WALL ., 24 k V� >/�` �` V/ REQUIRED IF WALL OPENING DETAIL STy ;/v���� lyv 0.3 �r MORE THAN 12" NTS NOTE TO CONTRACTOR GEOTECHNICAL RECOMMENDATIONS 17 1 72 '02 R DRIVE Lu MIN INCREMENTS Q- FOOTING DATE THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES ¢ 103 > %�// �/A yj TF SEE PLAN 12"0 ROUND A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE 3 I El METAL GRATE PER LANDSCAPE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD X 112 104 a 1 ARCHITECT'S PLANS. CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. w 25 105 106 TYPICAL GARDEN WALL SIDE YARD DETAIL LANDSCAPE AREAS: NDS NO. 14 J 111 TOG SEE PLAN UTILITIES a K'q& ADM/ 110 z (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) 6 ROUND GRATE OR APPROVED EQUAL. NTS 0.5% MIN. 0.5% MIN. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 16 Rq4 D 109 t08 107 "��/�A/ V A�� SEWER COACHELLA VALLEY WATER DISTRICT 113 (760) 398-2651 26 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 114 NOTE REGARDING WALL ELEVATIONS REDUCER IF REQUIRED, �% PIPE RISER V \ \ z 11 REARYARD WALL: P L l GAS THE GAS COMPANY (800) 427-2200 5 / GARDEN WALL AND GARDEN WALL/RETAINING WALL 116 6"x8"x16" PRECISION HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE %��i / A TELEPHONE TIME WA (800) 483-5000 2 117 PLASTIC ELBOW g 118 BLOCK GARDEN WALL �A CABLE T.V. TIME WARNER 760 340-1312 15 � SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE j/A \/; OR PLASTIC TEE a i ( ) O 124 ¢ SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF \ \ > USA UNDERGROUND SERVICE ALERT (800) 227-2600 ¢ 27 123 ,� o VARIES 2' MIN. 70 WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS F- ¢ 122 I- m ON THESE PLANS ARE NOT NECESSARILY IN BRICK NOTE TO CONTRACTOR, EXISTING UTILITIES O 3 121 120 119 a INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF 2 Of FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK.AVA✓/,�✓� ��/l/.���/�'� CONISUBLE RECORD DATA. WHILE LTNG, INC. CANNOT AND DOES NOT GUARANTEE TAKENE WAS IN ACCURACYTION OF NOR THE THIS COMPLETENESSINFORMATION, OF THE 28 /iSA p MqN I -WAR COURT a ^ STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. INV SEE PLAN INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 14 O/ 125 126 127 3 LANDSCAPE AREA DRAIN DETAILr ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE j 69 128 130 COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM 8 ? O �[7 r 129 FINISHED FLOOR 2' VARIES NTS 11 12 13 BENCH 9" SQUARE DRAIN (OPEN HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR 9 10 b 9q" 136 ° PAD ELEV BOTTOM) OR APPROVED SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY 29 THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCT ON, THAT UNKNOWN 68 135 134 i \ \ 2% T 20% �� 0 2 / \//\/\%\ \\ EQUAL WITH STD. H-20 RATED GRATE UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA 39 132 131 \ / \ / / ; S\ / // CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE 133 137 \ /, \\ \, 2• TIC SEE PLAN TIC TOG REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS 38 RE UIRED IN AN EXPEDITIOUS MANNER THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE / ti 30 O 9 �' MACBETH STREET �AA'V� ��i//// ,/ AAV A , ` 7 47 �y \ �� qk 176 MIN PAD ELEV -- - --- Q 37 36 35 34 33 32 31 �, �, �. MIN z / V� <A' COMPLETION OF SAID WORK. S �' 139 �� (SEE PLAN) ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA F� 138 !p 140 CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF 67 141 142 143 144 \�//�/� ac NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN MERV GRIFFIN WAY O ' A/ /�� 7i i � A/ CONSTRUCTION AFTER REVISIONS ARE APPROVED. 57 - 9i� ���/' �// <`//�/ �A;�A/��/VV/V! OR 6" PVC SDR �A A o INV 35 (1% MIN) NOTE TO CONTRACTOR SITE CONDITIONS 5E 63 66 155 ��9 TYPICAL GARDEN WALL REAR YARD DETAIL �i ; sEE PLAN 59 60 61 62 64 65 NTS \ EMOVABLE GEOTEXTILE FABRIC CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION / / O RECREATION / /�oCloo FOR EASIER CLEANING DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND S EE 9 e/ /v PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. / 233 EET 179 156 L RETENTION / /. 3/8" TO 3/4" WASHED ROCK to 12" 12"X12"X12" THICK THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, 154 LOT AU INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE 215 153 152 „ " w GEOTEXTILE FABRIC OOF R WORK MSA CON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER / 234 214 213 212 202 201 191 190 180 y� 178 157 ` C L- ABBREVIATIONS BUBBLER SYSTEM (SPEE-D BASIN) 7 a 0) JE)FAST EP EDGE OF PAVEMENT PCC POINT OF COMPOUND CURVE NTS NOTE TO CONTRACTOR EXISTING SURVEY MONUMENTS STORM CAT COURT '' N-� �N) NORTH ESMT. EASEMENT PE PAD ELEVATION THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE 216 3 n 200 181 O w I� W SOUTH EX EXISTING PIG POINT OF INTERSECTION/GUTTER FL EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR 235 N 211 203 D 192 189 m 177 163 151 3 O C WEST FF FINISHED FLOOR POC POINT ON CURVE z x INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT 217 219 O y 9 N\ 158 164 ¢ O AC ASPHALT CONCRETE FL FLOWLINE PRC POINT OF REVERSE CURVE 218 G n _j BC BEGINNING OF CURVE FG FINISHED GRADE PROP. PROPOSED n IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO N p O O 150 145 ¢ BCR BEGIN CURB RETURN FS FINISHED SURFACE PUE PUBLIC UTILITY EASEMENT �n 2 REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. 236 \0 7 << C IC Cr BOC BACK OF CURB GB GRADE BREAK PVMT PAVEMENT FS 00 A 204 Otn 199 193 O 188 182 M 176 159 162 165 ¢ w BSL BUILDING SETBACK LINE GF GARAGE FLOOR R/W RIGHT OF WAY 2% MIN. NOTE TO CONTRACTOR, DRAINAGE INTEGRITY 230 220 \ m\ 210 O O 1 CO 149 146 Z C/L CENTERUNE HP HIGH POINT S.F. SQUARE FEET THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE p O ¢ I O C&G CURB AND GUTTER INV INVERT S/W SIDEWALK WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE 229 G C CO C.B. CATCH BASIN L.F. LINEAL FEET TB TOP OF BERM \j \; \\j\\/ ;; \/ . CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE 228 A ¢ C.Y. CUBIC YARDS LP LOW POINT TC TOP OF CURB CONSTRUCTED APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE 231 227 221 209 205 -{ 198 194 ~ 187 183 175 160 161 166 Q 148 \\/ 147 D DEPTH MAX. MAXIMUM TF TOP OF FOOTING CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT DWG. DRAWING MIN. MINIMUM TOG TOP OF GRATE PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR THUND DWY DRIVEWAY MOC MID -POINT OF CURVE TP TOP OF PAVEMENT ER GULCH WAY _ _ THUNDER GULCH WAY EA. EACH NG NATURAL GROUND TRW TOP OF RETAINING WALL GARAGE STOOP ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING - PATIO MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. EC END OF CURVE N.T.S. NOT TO SCALE TIN TOP OF WALL J ECR END CURB RETURN P/L PROPERTY LINE TYP. TYPICAL CONCRETE LANDINGS NUISANCE WATER DISCLAIMER NOTE, 232 226 225 224 174 n3 172 171 no 1ss 1sa 1s7 �� NTS EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR 223 222 208 207 206 197 196 195 186 185 184 o PRECISE GRADING LEGEND FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS v INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE - - INDICATES CENTERLINE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE - - INDICATES RIGHT-OF-WAY INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. INDEX w n ,._ �,� INDICATES EXISTING CURB AND GUTTER FEMAN „r-T INDICATES EXISTING WALL THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. 0' 200' 400' 600' 800' QAOFESS/0� -- ----- -- INDICATES EXISTING UTILITY LINE Dig S a f e I y THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD '4( IN WATER MAIN, S: SEWER MAIN, HAZARD AREAS. �Q P DE <q t Fy - - - - - - -� - — INDICATES CONSTRUCT GRADED SWALE DIG ALERT DIAL TOLL FREE NOTE, PERMITS SCALE 1"=200' QR'C a Toa -- INDICATES EXISTING TOP OF SLOPE " 1-800-227-2BOO SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT L C43880 m - INDICATES EXISTING TOE OF SLOPE SHALL BE REQUIRED FOR ALL WALLS. BASIS OF BEARINGI Cr Exp. 6-30-19 o-----------------------0 INDICATES PROPOSED STORM DRAIN AT LEAST TWO DAYS THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE INDICATES PROPOSED GARDEN BLOCK WALL o BEFORE YOU DIG NOTE, CONCRETE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 6 SOUTH, Sj C / y V �P ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2018 RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC I P� INDICATES CONSTRUCT PCC CONCRETE STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, MSA Consulting, Inc. AND COTD TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 F OF CA0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INCLUDING ALL ADDENDUMS. All Rights Reserved DATUM). BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM vss ELEV. 499.71 SMs CITY OF LA QUINTA, CALIFORNIA 1 PLANNING ■ CPAL ENGDIEEILEVG • LAND SURVEYING 43880 LOCATION R.R SPIKE IM P/P AT NORTHWEST CDR. AVE. 50 AND SIGNATUREjoa DRAWN BY IH� TRACT NO. 32879 -GRIFFIN RANCH MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS PHASE 3 - PRECISE GRADING PLAN OF 34200 BOB HOPE DRFVE ■ RANCHO MIRAGE ■ CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 I=,I �I I I, CHECKED BY BRY MCKINNEY DATE 3 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 INTERIM CITY ENGINEER COVER SHEET JAB R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS Po 2017 - GY")- 0 TW /�. 48400 PE (67,61) L07 194 480.67 PE (,tM.0) TW 480.00 5 TF 473.33 F 47 .0 473.- Pox 2�i' "` _ FG - 157,.g.1_ - TW 480.00 ' - 3 - TF 473.33 T 480.00 47 TW \ 47 67 9.33 CLOT 77", f .. .. 0 % F 472.67 [2° E (4674.6) .. - .. 0.6 FG3.5 ( 2 7 TTW 4729.33 Yy TO27 G 472.90 FL 72.5 9597- a= __ _ 472.97 yF 4480s0 { TW 480.67 INV 471.' 5 w - - a` - .- \ 47 1 TOG .. f 0O .. 3 TF 474.00 �� 1 3.89 5 472.90 ' I � F-- FS INV 472.5 471.57 TOG 471.90 472.20 '� z n G }, i INV 470.57 5 FL -HP .. .. FG TW 478.67 8.5' 472.89 2 TF 471.33 2 t473.97 is , 2 TF 47TW 9.3 3 3 'j' �i 472.97 , EX. BLOCK LOT 124 S_160. 6 �j 13.03'WALL 2.97 { 5 G 471.90 2C RT L} INV 470.57 ;t ± \ 1' PE 473.5 5 i�ee o 11 r LOT 123 L-106.Do, I:a cHIMNEY ®;o �+ ( PLAN 2A RT S-1.12% 6 i I j l; i FPF 473.17 ; 1 Z1 y1 473.97 47� 2 1 ! 1 L-10 E 472.5 FS 473.97 FS 473. (� , �TI " 6 2.00' fr FS 45 1 _ f 1 S=1.00% CHIMNEY r� 473.20 73.65 FL -HP i 2 A } �II 472.97 47284 2 i' P ,N ( FS 472.97 FS 472.63 ,� P O .73 -, ^ 4 F .. 0 I FS Ci ( 473.73 mo FS 473.81 3 TW 47.67 f e �N 2.83 s 470.77 473.12 ,'be ( 472..73 ,. + 4 472.20 (: i INV A. FL -GB (,� of ` 472.73 'Ilk FL-HP I w GF 473.50 I ( ttttttt6 7W� 4.77128.3.6 n.37,I, 44L=153.00' 472.20 4%S1.0473.00 FL-HP8.5' xk.�ty 2 GF 6 1 TW 479.33'?yV 1�\;n TF 471.33 �. a I.m F 478. 0.67 7 472.33 . 1� 1 473.20 w11... ° c I ..I69• 472.20 nM. I byp r :4 y� 1. 470.39 4 m I:N? TW 478.67 LOT O d 0 1' INV ° n _ 3 � 1 S• 4J1.6 of II TF 471.33 ( PE (47�eC`y r�_ 3 ��- +v 8 1_ 47,7$, 47, 78.67 FS.470:92 n iy ��� O O j ti-,- FS 471.00" I' ,TW (478.00` 70, h TOG 471.40 '� r - �- \ 3 ��'. o 7 INV 469.90 71L1; 4706- r ,•. F f T( TO 4 9.55 1 19: _ F 1.33 472.80 V INV 46„ I,' (ij --- - - 4 FL -GB 7 F{ ?471 12 �'" � � TC � 4J1 U3� 8 TOG 470.88 7 F .70.50 TOG 471.80 7 - �- -)/ F 0.42 1 INV 469.38 INV 470.04 _ - _=S- t- ---s -- - .--s- --s- - TW 479.33 TW 479.33 MAN-O-WAR COURT TF 472.00 " "- TF 4�7j2.i00 j ( 21.92' Ft- - J.l - 11+00 j I TOG 470.62 �/ �'� � `�' TOG 471.12 TOG 471 07 1O 7 `tip, L 7 INV 469.62 INV 469.42 7 470:95�� TG 470.82 N INV 469.12 \ ;470 9 1' t `;,L� 1 TC _ 470 t -- - - -- _ _ 7 _. 70.E_71 TOG 471 80 I IN 470..30 C 471.36 FL (4 , 71.27 FL (470.73) \.68 �K 72.04 1 �1 4 �L (470.12) EVC \ _ 1'1 S6 FL 470.7Fi �j I / TC 471.39,� i-_ I 1 i. m. TC 4 71.60) ? 0� ° 1 �1�'- 3 8 /P.SRV j,.� 50'. 1�'� 62 14 ? 472.44 472.00 is TW 47850 CONSTRUCTION NOTES UANTITY ESTIMATE 1 .8 .., I I.hto n.' FS 4 G 472.3 FL -HP I 1 471.62 471.26 "!t i i TW 479.83 •° I TF 471.17 Q TW 479.331 n FS rn I�M FG 473.5 SHEET 2 FOR PERMIT PURPOSES ONLY, - a 2 �p 'oMi v !� 1 4TF 72 00 40 GF 472.41 4718.150 �: 3 € O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,037 SF TF 472.00 N,I �. •I'o I TI CONSTRUCT 4 THICK P.C.C. CONCRETE SLABWALK 1 SF aO. •° 1 I� I _ 478 0 O " / 4 35 a 47 FL HP 66 _ .5 00 �1 ° w ' ° i� TW 478.50 5.44' 11�F 471.17 O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,050 LF a x I G GF 473.68 3 I 1 1' 1 TF 471.17 2 n 473.66 473.97 2 3 TW 479.83 I' 1. 472.65 JJJ <Ii F 472.50 I I O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEEP N0. 1 8 EA FS 473.72 r: 1� 472.64 FS /II� 1 �� 473 84FS "� coil FS 6 I ® O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA - 1 473.20 1I 1 472.77 L=82.00' I �bt !1� 1 FS 473.97 473.84 4 FL -HP �`� �� FS S=1.52% IJ'2. ^ O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 833 LF TW FS FS 479.33 i n �' i Iee L=95.00' TF 472.67 LOT 125 '" Lh 6 10.41 Q O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET N0. 1 8 EA S=1.00% LOT 126 4i CHIMNEY PLAN 3B LT PO ti i 1' ca SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE L=93.00' I w I J'' PLAN 1XA RT i iC �' `�/ DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 570 SF � 1 L=103.00' FF 474.17 S=2.10% 6 1� �, �� 7 FF 472.97 L� © � o � 09 6 5=1.23% PE 473.5 ' I 11.5' PE 472.3 CHIMNEY-�{ -A 473•97 473.97 i K i� 472.77 472.77 5 TOG 471.70 ; NOTE TO CONTRACTOR, QUANTITY ESTIMATE i I I, INV 470.37 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE 10•i:c FS PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ®� �� i TOG 472.90L ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE 1I INV 471.57 5 Ad' °• 473.97 I 1 15 I� N ' ij. HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT PE (671.6) i CHIMNEY ^ i W ° 2' W ,, 7 .57 0. BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME ° 473.97 i 1 T OF CONSTRUCTION. 1 FS TOG 471.70 472.57 �(2} F4s73 97 "9C 5 TOG 472.90 t, INV 470.37 5 EX. BLOCK NOTE REGARDING GRADES 15.65' 2 , . 2%° INV 471.57 0 % UNLESS OTHERWISE STATED: ``..�..F ..`W..e..�..-�2`..�.. 473.69 472.00 00 FINISHED GRADE AROUND BUILDINGS = PE FS 3 FL -HP '^ N o a �..r-..�..05%..�-.. ..-�.. N 473.20 TW 478.50 3 FL -HP 472.3 TF 471.17 N TW 479.83 EX. BLOCK FG -- N TF 472.50 472.3 WALL 1V0 479.33 EX. BLOCK 473.5 FG68' To1r _TOE r� WALL FG -,.. ,_:::�--_��-"°� TOP 2: ,,,, Ins -? fl3 Dig Alert DIAL TOLL FREE 0' 20' 40' 60' 80' 1-800-227-2600 AT LEAST TWO DAYS SCALE 1 "=20' BEFORE YOU DIG NO. REVISIONS APPROVED DATE 1 CHANGED PRODUCT TYPE REVISED GRADING AND ADDED SETBACK DIMENSION ON LOT 24. REVISED QUANTITIES. AND ADDED JAMES WITRIAK TO SIGNATURE BLOCK. yv 4, y 2:1 �7250 TOEF� - TOE [LOT ��g1g..ff305 � kia LE (4689. ) © Copyright 2018 MSA Consulting, Inc. All Rights Reserved AlN. MSA CONSULTING, INC. PLANNING ■ CIVIL ENomiaRING ■ LAND SORVSYII4G 11V 34200 BOB HOPE DRrvE ■ RANCHO MmAOE ■ CA 92270 TELEPHONE (760) 320-98H ■ FAx (760) 323-7893 20 TW 478.50 _TOE TW 475.50 TF 471.83 TF 471.83 LOT %5 PE (470.0) C4)0 V m m w C43880 m Cr Exp. 6-30-19 44 OF CAL\FOP INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA �)(� 43880 SMS R.R SPIKE IM P/P AT NORTHWEST CDR. AVE. 50 AND SIGNAUUR DRAWN BY 7 3/ rg MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 CHECKED BY B N CITY ENGGINEERINEEREY DATE 7 JAB R.C.E. 49418 EXPIRES 09/30/18 'PROVED FOR PERMITTING Cbk MES WITRIAK JILDING OFFICIAL 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QPOFESS/ph MYLAR APPROVED BY THE CITY 4C ENGINEER ON 12/18/17. EXCEPT FOR �\P4<4" Fyn THE REVISIONS NOTED HEREON. �i op - TO Z Q0 1 � Exp.. 6-3 6-30-19 m� C / V JULIAN A. DE LA TORRE qrR OF CA,0 CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 32879 - GRIFFIN RANCH OF PHASE 3 - PRECISE GRADING PLAN 3 LOTS 123-126 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS f (zolB- oov7 FOR 2.20 FS a _=HP 8.5' " 2 a)GF 472.62 m 57 472.3.3. � 1y 413.c� 4 ¢1�., - ... 7. '7 t �� \ FS ca 1 :t 47 _6% 472.20 i se' 61 i" 7 90 FL -HP �nIN LOT 7'Z \; QNV / o o- o a .co I i, ro N TW 478.67 - / 7 3S F G 4 LO j 3ui; FS 4 1.8 ' `� g TOG 471.40 FS 471.40� ` TF 0 667 FS 4%1.p 2 n , TF 471.33 r�° i (77�Gi) 8 47 FS 470 9 47 , 47 0' I TW 478.00 - 9 1 INV 469.9028.68'� , TF 470.67 3 7C- 471.60469.5 7 \ _ _ � rl era' TOG G 4 . � INV „i ' "-I C J471 .61� L� �47U 90,E - r (410,50)� _ 8 INV 469. 8 TOG 470. / TOG 471.80 7 l INV 470.30 -= ---- - -- s-- - s TW 479.33 TF 4 2.00 MAN-O-WAR COURT _ I 21.92' � - 11 +00 TOG 471.12 TOG 471.07 O TOG 470.62 (, 7 7 TC 470.95 TC 470.82 0 INV 469.12 7 INV 469.62 INV 469.42 c� ` --- \ TOG 471.80 -- --_ - - - -- _- I INV 47030 7 TC 471.36 F (I v�, to 1 -- n5g%i_ 471.21)FL 4 D 13 6� - 72.04 :I o FL 47MI2 d ''Ij' 471.39 FL .(474' 76) TC T1 47.60j 3 8 PVC y _ *. y"• IiT. ': _ 1�� f6 ° o01 472.44 472.0o i s TW 476so CONSTRUCTION NOTES QUANTITY ESTIMATE ' _ --- 471.26 8 Y*� i N i ^ �1O` n FS 4 FL -HP FG 472.3 1 ' ° 471.62 FS 1 i.�+ TW 479.83 - TF 471.17 TW 479.33I rn 1 SHEET 2 FOR PERMIT PURPOSES ONLY TF 472.00 c ' FS o / M In i s FG 473.5 GF 472.41TW 478.NnbE` Np 1:v I TF 472.50 3 . ' 3 „ 2 472.00.17 I' .� O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 1,946 SF 473.85 3 �6 '� ' FL -HP 4 i I FS 1 CONSTRUCT 4 THICK P.C.C. CONCRETE SLABWALK 3 SF 1 1 is i" "� FS2.77 i TW 478.50 2 " / 03 4 �• C14a I' ," i� I TW 478.50 �� L �� 5.44' I I 471.17 O3 CONSTRUCT 6"x8"06" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 4 993 LF ht1 1 r. j GF 473.68 1 I. TF 471.17 1 473.66 473.97 2 3 TW 479.83 1 1. 2 472.65 FS 473,72 T F 472.50 i A FS O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET N0. 1 8 EA 1 82' FS Sf' AI� 472.64 ®� -- i 1 6i 1: FS I] I O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA m�3.84 473.20 i yII i� 472.77 L=82.00' 473.97 F73.84 4 FL -HP i" i S=1 52% 11x? ^ O INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 786 LF TW 479.33 FS i M P 2 i IIts L=95.00' @9 cv i� TF 472.67 LOT 125 ' :4 6 10 47 (� ,- O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET N0. 1 8 EA Is=1.00% LOT 126 •I (� CHIMNEY 1.M 10 I j; ®J PLAN 3B LT � 1 PLAN 1XA FIT I V SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE L=93.00' 1 1 n� 1 �� •� O DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 591 SF a ac i L=103.00' FF 474.17 S=2.1ox 6 I ( FF 472.97 1� -A o �1 6 S=1.23% PE 473.5 11 5 PE 472.3 CHIMNEY �:� a 473.97 473.97 ; j 472.77 472.77 5 TOG 471.70 NOTE TO CONTRACTOR@ QUANTITY ESTIMATE 1 FS NV 470.37 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE 1� 1II' PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY TOG I1 INV 47L57D 5 473.97 10 iw15'L bE 1f se ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE y1 �N; n. HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT CHIMNEY ( FS 2 FS o BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME 473.97 1 - OF CONSTRUCTION. I, 473.97 �,(2 FS TOG 471.70 5 4FS72.57 FS .; TOG 472.90 INV 470.37 p EX. BLOCK NOTE REGARDING GRADES 15.65' 2 5 INV 471.57 / WALL UNLESS OTHERWISE STATED. 473.69 r 472.00 ao FINISHED GRADE AROUND BUILDINGS = PE FS 3 FL -HP M 0 5% 1w 4 e 4 .... n �I TW 478.50) 473.20 NI 3 472.3 TF 471,1711 FL -HP n TW 479.83 FG iv N TF 472.50 EX. BLOCK 473.5 472.3 100.68' w . - _ TOP EX. BLOCK 2:1 TOE TIN 479.33 WALL FG FG TOP - TF 472.67 oa.88' =-""� TW 477.83 .:.,.�.._�.::� _---'�'�---' "`T�' 20 TW 478.50 TF 471.17 LOT 113 PE (41774.77) s _-�_ LOT %9 PE (*7103101 V1 , r 413.33 4B0.00 Lay 'i va LOT r jr"T472 67 T4Y47 9 33 (P� er�° (477�t. 'iG� N 473.5L:::TF:2 67 (G39j": TIN 479,3,3 5 FG 472 5 . it 8 472.67 480.00 rw TW 480.67 \ 473.20 �.° rll1 '"..�.. 0 ....--. _.;C�..'�°..._31- 7F 472.67 . TF 474.00 l \ FL -HP ., 3 - i ', t, 0 6y. 1 TOG 471.90 47 20 INV 470.57 5 FL-H�.. .. FIG TW 478.67 v TOG 472.90 t 472.89 F 471.33 toPl , INV 471.57 5 r-i FS 2 t� 7 %s TN 479.33 3 ' / 472 TF 472.00 I .97 EX BLOCK $° 5 �*-! :, 13.03' 472.97 j WALL SOG 41 3 70G 471.90 1 1. It FS 5 \o \N`I 40 403.90 ��9� % 6 j j INV 470.57_141 4 !+1 LOT 123 L=106.00' :=== a13.13 1M ,� 12 S ` ; PLAN Zq s-1.12% 6 i N 2'., �.� 0 R o FF 7 Fs N 4 . , 473.17 pL T417 P �12•p0 F 4 35 ;. E 472.5 4T as N 1 I�I s L=1o2.00' 0 pE 413• /1 1 t J 413.91 F \ 4 i } S-1.00% CHIMNEY 2 ```�c Z I1i 472.97 472.84 2 (s� IN 45 LL : I; ; FS F4�72.97 FS 2.63 a13. I ;, G5 rno o F5 IN 2.83 'I ;T �1 0 111�� 313 0 5 1 � J*, 1 -31 �I( Z� �41 472.7,3 2 472 73 Cli P �1R v5 413 $ g13.9 1 3 SF ab ° 40 �� .:•. �� 11 472.81 3 TTIN 4767 F 47 833 1 1 BURT D BUILDING LAQUINTA DATE �P AN TY OICITF LA QUANTA DATE' - _ .."'.''-.' �.'-.-- 4/ .83 136 TW� 479.17 2:1 -LOT TOE TF 472,50 PE (4770.0) roe DE Fy C4 tol h�QX9P�P 4�m CO 'v 9 m Dig Alert 3 C43880 m o' 20' 40' 60' 80' °C Exp. 6-30-19 _m DIAL TOLL FREE 1-800-227-2600 OR 9P y © Copyright 2018 SCALE 1 "=20' OPT F AT LEAST TWO DAYS MSA Consulting, Inc. OF CALF BEFORE YOU DIG All Rights Reserved DATE MSA CONSULTING, INC. BENCH INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPE N OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET NO. REVISIONS APPROVED PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING MARK - 43880 SMS 2 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). SIGNATURE SMS Z' BRY MCKINNEY DATE PHASE 3 - PRECISE GRADING PLAN OF A 3 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 DATE `:It'I17 CHECKED BY TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 JAB R.C.E.IM49418 ENGINEXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE TW 482.00 2:1 TF 4 4.00 -- -- -- - DATE GABRIEL PERE DATE [CITY UILDI �0 FF� I�AL �WTa'1ta1u� PLANNING MA ER OF LA QUINTA CITY OF LA QUINTA 127.34' 476.0 TW 482.00 476.0 3 FG 475.70 FG TF 475.33 FL -HP N 3 3486 .�..E-..F0.5%..�..�..�0.5%�..�..�.._'14 TOG 475.40 -- 5 INV 474.07 j 5 INV 474 5070 TW 482.00 LOT 190 3 TF 474.00 �ry �� PLAN 5B FIT ; q FF 476.67 L=112.00' 6 i3O PE 476.0 S=1.85% TW 483.33 ®i 5' TF 476.00 r OTTCHIMNEY-,,,, O �T - - IL i .i ko 1 476.47 476.47 476.47 476.34 j� L=165.00 i FS :FnSFS �i� R"x8"x1 " WALL:5=1.00% ° FS6.24 BLOCKiGARDENCIWALL3 N c� n 476.44. FS476475.70 oVARIES 2' MIN.a FL -HP m ti 475.70 FS FS 476.19 476.27 - TW 482.00 d FL -HP i FS FS � LL TW 482.00 TF 475.33 p I m TF 475.33 a d 3 yi 3 rF 475.33 GF 476.10 475.83 i� 8.5' i 4' MIN. FS i ( FINISHED a i 2' - TW 482.00 ' PAD ELEV TRW TW 483.33 476.0 �j TF 475.33 ^ 1 i In b FLOOR BENCH TF 476.00 TW 482.00 'hn - TOG 475.50 FGi 3 °° M i� '<� / 2$ TO 20� 1�° 2 SEE PLAN 5 TF 475.33 TW 482.00 n INV 473.14 TF 474.67 rn 474 I ��� �� 0.3>�-.. i�%/ m 4 .5 FL -HP MIN / �.475.78 F_s a �� AX i FS 3 472.99 3 i. mi/' 9 475.60 ,y INV i 3 :�, i FL -HP �� �o 474.52 11• 81 A io j ,ry+ i - `\��' TW 482.00 FS i i x RETAINING WALL: �1 1>, Fc a7s.o - �?,°` a NOTE REGARDING WALL ELEVATIONS- ° ° 8"x8"x16" PRECISION "d /, o' 475.90 / FS y . 333 9 - /. BLOCK GARDEN WALL - TW 482.00 , - � GARDEN WALL AND GARDEN WALL/RETAINING WALL CP _ ���•S 6' �i �� TF 474.67 ,o 3 TF 475.33 '� FS 2 475.78 "� 0 G "'° HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE FS 476.39 S FS o' L-124.00' y . `_ SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE TW 483.33 ,p .0g, FS 475.89 ,.� 6 475.20 / TF 476.00 / CI* ° S 1 419 1 6� ��� y 1 q� LNV 47P 427 7 7 INV 472300 WALLELEVATIONSAND OF FOOTING HELEVATIONS ���jj FG PAD ELEV LA 6" STEP 8 SET _ HAVE AT SEE PLAN (SEE PLAN) o,/ T ON THESE PLANS ARE NOT NECESSARILY IN BRICK i CF / /� y . ''. INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE %� ` • ' g�E `\' y . 1.86 1 FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. / ��\//�� /��%?•%� //�� a /�A� �A ,�;i�,:�/ i 475.80 � 474.00 TOG 474.GO STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. j.//A FL -HP 475.60 y FS NV 471.90 7 i FL -HP •6* y _ 12" DRAINSTAR SUB -DRAIN CONTINUOUS � - �° as 476.57 - 473.99 m - - - - PER NER-569. FOLLOW MFG'S INSTALLATION j\ j TF 476.29 0 F 475.33 TOG 47 /`�� �A \ SEE PLAN TW 483.33 ' • i� FS �� FS y FS M 8 APOLLO COURT RECOMENDATIONS. PROVIDE OUTLET AT LOW %A% /� �� �; TF 476.00 44776.09 TW 482.00 56.95FS ' 1 3.98 r IN 472.48 7 i h 476.42 TW 485.33 �`� FS 476.31 3-'` TOG 473.16 TF 478.67 LOT 181 a7ss7 Fs �' TOG 473.93 7 7 INV 471.66 TYPICAL GARDEN WALL / OFFSET RETAINING WALL DETAIL _ x INV 472.09 - a7s.4a PLAN 7B FIT FS -- ,__ 4 �% FF 476.77 -'`e' '� r ut5 4 AA 4 RAJ L=103.00' % 8 NTS a PE 476.1 473.41 p9 1 It O, T i. 6 S=1.41% INV y. �i 0 , TW 482.00 9 • ti e\.? -- Jam/ 45 I FS6.57 2 / '3?8>. TF 474.67 p 3 / ry TOG 47 :o NV 474.170 / TIN 474.67 472.46 s ry °47-88' A° 5 t 475.80 1 0 �� �.� CHIMNEY ?� FL -HP INV ry o j CONSTRUCTION NOTES QUANTITY ESTIMATE I' TW 482.00 4 OF q)S ° 2 _ - SHEET 3 FOR PERMIT PURPOSES ONLY TF 474.67 475.00 Aw •30 FL HP a O1 TRW 478.10 Q : i rF g8� 475.54 h CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,098 SF TF 475.43 \ 476.31 �L=134.00' 3 Fs 4jq 33 FS ° TW 485.33 FS v S=1.26% �i r fbA O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 2,627 SF TF 478.67 476.1 �h ?3 2 Sq FG ``OS 08./i S j'_ O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,214 LF TF 4 86-0 rya 475.77 TW 481.33 i ' i. FS O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA 9 / 475.80 TF 474.67 TW 481.33 i A°�i , - Z'7 FL -HP i� O ✓ �' 43.3' F 474.67 OS INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 7 EA TW 481.33 i-' 475.64 475.77 FG 475.3 3 O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 871 LF / FS FS i TF 473.33 06 hTOG 475.50 5 o G/' L=99.00' 475.00 4 3 n o INV 474.17 6 FL -HP c O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA h• /, S=1.29% of TRW 478.10 �� �� rO SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE 3 B �. i LOT 192 475.77 75.53 < O DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 491 SF ? TF 475.43 ; PLAN 4B FIT FS FS TRW 476.77 , ,� (9 CONSTRUCT 8"xB"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 101 LF TF 475.43 FF 475.97 ?z?� - - TW 482.00 PE 475.3 ° CONSTRUCT 8"x8"x16" PRECISION BLOCK COMBINATION GARDEN / TF 474.67 10 RETAINING WALL PER SEPARATE PERMIT 109 LF FG6.1 INV 473.37 TO 474.70 5 CHIMNEY-�� 2 o° F475.77 �� NOTE TO CONTRACTOR, QUANTITY ESTIMATE 475.3 FS / MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE FG G PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY TW 486.00 476.7 ??� i L=134.00' 3 ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE TF 479.33 ' -.FG h 6 S=120% HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT TW 484.67� QS �� BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME TF 477.33 .`�9 475.53 OF CONSTRUCTION. NOTE REGARDING GRADES gg FS TW 484.67 '9g `` 475.00 TRW 478.67 TF 474.67 FL -HP UNLESS OTHERWISE STATED: \' _ "473.27 FINISHED GRADE AROUND BUILDINGS = PE N TW 481.33 TW 482.00 F 473.33 . / 476.7 TF 474.67 _.. -... -. FG 475.3 2:1 10 98.31, 475.3 39.94FG - FG TW 482.00 e TW 484.67'6 TF 474.67 1st SUBSTITUTE MYLAR TRW 478.67 TW 482.00 3 �1 TF 474.67 TF 474.67 TW 482.00 Oi'u 11 .. TRW 476.00 TF 474.67 Q?,OFE8S/py THIS MYLAR IS IDENTICAL TO THE QPOFESS/ON 1 4! MYLAR APPROVED BY THE CITY 4 t4Q� d p. DE L4P Fy ENGINEER ON 12/18/17. EXCEPT FOR �Q�'O a P DE t4T !<y D i g Alert �O ��� THE REVISIONS NOTED HEREON. v` �v 9m m DIAL TOLL FREE Lu C43880 C43880 Exp °C . 6-30-19 m Q s Exp. 6-30-19 70 1_800-���_2600 20' 40' 80' © Copyright 2018 9p y Q� 9p V Q� AT LEAST TWO DAYS MSA Consulting, Inc. c. R O \Fo F O \Fo BEFORE YOU DIG SCALE 1 "=20' All Rights Reserved CAS JULIAN A. DE LA TORRE F CAS BENCH PREPARED UNDER THE DIRECT SUPERV ION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET N0• REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM s99 ELEV. 499.71 sMs CITY OF LA QUINTA CALIFORNIA S PLANNING ■ ClvEL ENGINHERING ■ LAND SURVEYING 43880 '/ LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY � TRACT NO. 32879 -GRIFFIN RANCH 1 CHANGED PRODUCT TYPE AND REVISED GRADING FOR LOT 192 REPOSITIONED HOME � OF AND REVISED GRADING FOR LOT 190 ADDED NOTE 10 DETAIL AND REV. QUANTITIES MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS PHASE 3 - PRECISE GRADING PLAN 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 CCITY ENGINEER LOTS 190-192 HECKED BY B N MCKINNEY DATE �3f �$ TELEPHONE (760) 320 9811 ■FAX (760) 323-7893 JAB R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS P c 2010 - a X)3 COM LIAN " tiS..:�r) TW 482.00 TF 475.33 _...�._.,___-_.,..._._._.._...,____...._.......__...TOE t TW 482.00 2:1 TF 474.00 L-------- 70P--____._______.-._.TOP.______.-_.__.__._,___.,__ TOP-.-_.____-__ ____TOP--_- 476.0 3 127.34' 476.0 FG FG 3 �'N TOG 475.40 -Z LOT (56 NV 474.07 PE (4775A) 475.70 FL -HP 3 a TW 482.00 L=117.00' TF 474.00 �V� �S=1.68% I A TW 483.33 I?7. �" M LOT 989 TF 476.00 LOT 190 M PIE (474°7) PLAN 5B RT A\ i TO 475.40 FF 476.67 . N ! IN 474.07 5 PE 476.0 2 � 475.70 4 1 i 476.24 FL -HP A CHIMNEY-`*FS � I 1` 476.34 r 3 i .r \\ 476.47 6.44 0 7p FSFS3 475.33 j 476.47� FS TW 482.00 �. 476.19. = s TF 475.33 if L=132.00'' 476.47 ` ''asx,FS y 17' `y S=1.20% 8 FS �� 6�0 476.27 GE �� 472.62 \ FS �p TW 482.0 NV a� F56.19 475.83 . F 4 5.3 TW 483.33 j 476.0�` FS is TF 476.00 FG TW 482.00 �. 1 a / TIN 482.00 TF 475.33 TOG 475.50 476.23 5 TF 475.33 INV 473.14 i co FS TW 482.00 r 474 61 73.52 475.70 TF 47475.70 FS.. FS FL -HP FL -HP. 7K 475.78 Oy N FS p r i� 3 s)� 473.13 3 'HP .59. INV3 ./ FL ,° \TW 482.00475.74 73� 8$3 FG476.FL475 90L/ FS - . 0 F8-63F 475.33 5Z8 _ 17• 'C 473 17Z S fS S a L=129.00" y QS�g° a, ,_._._ TW 483.33 p Og, 6 475.40 TF 476:00 ; y 6" STEP ° 5=1 41%'e \i i FL -GB 4 - �.'473_.OR ' TOG 473.60 INV472.10��� TO��G���� �4���7���4���:�. 0� •.4�� 475.80 70 �i_ 1 474.00 ___ � _ _. _ / 475.60 FS INVV 47 i FL -HP JM FL -HP 6.* y a6.57 F53.�9�I 6 APOL40 COURT - - 476.29 0' u1 d TW 483.33 FS �� M TF 476.00 76.09 TW 4833 95' 1� INV 4 / FS 5.56. TOG 73.98 7 j 2.48 o� 476.42 TW 485.33 // FS 476.31 3 -. -7 TOG NV 4713.1 - - TF 478.67 r / LOT 191 476.57 FS _ �'� TOG 473.93 I `� 476.44 PLAN 7B RT FS --'%� �4 INV 472.42 7 i473.23) , 475.64 4 ( TC (473.65) / FS FF 476.77 �.. _-'' FL -GB TC I�OO �f , . /. s S=1.41 % PE 476.1 inly 41 605 �''� ,. _, a 1� - p a ^ 476.57 2. /� 33 TW 482.00 y .�. 93 �885 PE (471°<' _ / TOG 475.50 FS 475.80 8j' TF 474.67 �5'l :' o j �p 3 ! ryi`f^° INV 474.17 5 FL -HP 3 .T a 1 0' CHIMNEY 1 TW 482.00 ' rys� • �, TF 474.67 C 778.10 / / 1 F 4 p ip 75.43 / \ 476.31 `/6�L=134.00' >S47 °O 2 ' FS �/ S=1.26% 37 ! 476.1 /y FLSHP .00 FS 4 475.48 FG �p i �' 472.88 A S / INV 42.53' TW 481.33 3 .tip / TW 481.33 FG 475.3 L=95.00' d�i 6 <� TF 473.33 475.80 0_ i 5=1.00% © TW 481.33 /; TF 474.67 ���? 475.8FL-H/� 0;7 475.64' �; TF 474.67 475.77 �.761 . ^ FS FL -HP 3 $ h TOG 475.50 3 o G, LOT 192 % 4 \ s INV 474.n 5 7 >7 PLAN 1XB LT '` TOG 474.70 FF 475.97 475.77- T4ss.s5 �g % TRW 778.10 5 PE 475.3 3 2 \' ' F 475.43 INV 473.37 FS n LOT 209 PE (480"10) TRW 776.77 475.77 TF 475.43 FS TW 482.00 q TF 474.67 475.57 LOT193 /a � Fcs.1 �ti. 475.77! ?E (4714"4) ? a FS CHIMNEY 7 47 .3 o' 475.77 c a 0 .2 • FS L=126.00' FG Y 486.00 .' S=1.28% 3 479.33475.00 FL -HP "47 TTVFJ 487.33 U?� FS5.57 rn i 2.7 \•, � . M °£ TW 481.33 n„ TW 482.00 TF 473.33 TF .........474.67 475.---- PE (478. ,) 3 :Q Q4' ---- 2:1 L07 999 PE (4778°9) REARYARD WALL: P/ 6"x8"0 6" PRECISION BLOCK GARDEN WALL i VARIES 2' MIN. 4' MIN. FINISHED �0 2' FLOOR BENCH PAD ELEV TRW 2$ Tp 20 1% 2 i - �/i %//A�/ 7 .� SEE PLAN 03, MIN / o I RETAINING WALL: NOTE REGARDING WALL ELEVATIONS ° ° 8%8"06" PRECISION GARDEN WALL AND GARDEN WALL/RETAINING WALL �� BLOCK GARDEN 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 PAD ELEV FG PLAN) WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS V- SEE PLAN (SEE 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./ i /\/\%✓/\/i\i%'%/�//\/%� 12" DRAINSTAR SUB -DRAIN CONTINUOUSV� \ TF PER NER-569. FOLLOW MFG'S INSTALLATION j� SEE PLAN RECOMENDATIONS. PROVIDE OUTLET AT LOW ��AAj�A�j ��j� TYPICAL GARDEN WALL / OFFSET RETAINING WALL DETAIL NTS CONSTRUCTION NOTES QUANTITY ESTIMATE SHEET 3 FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,307 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,464 SF O3 CONSTRUCT 6"x8"06" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,323 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 6 EA O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 7 EA O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 830 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 6 EA SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE O8 DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 575 SF O CONSTRUCT 8N8"06" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 514 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 BURT HANADA DATE GABRIEL PBREZ Z DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA I QPOPESS/C* I -4� I �QQ�P�p. DE (4 A09 Fy Dig Alert p -C w _ `z R C43880 m Exp. 6-30-19 m DIAL TOLL FREE o' 20' 40' 60' 80, do C \ �\ 1-800-227-26/ V00 © Copyright 2018 9r AT LEAST TWO DAYS „ MSA Consulting, Inc. F OF CA1.�F0 BEFORE YOU DIG SCALE 1 =20' All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE MSA CONSULTING, T INC. MARK INDIO BM •99 ELEV. 499.71 SMS CITY OF LA QUINTA, CALIFORNIA 3 PLANNING ■ C1vE, LOCATION ENGINEERING ■ LAND SURVEYING 43880 R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATUR DRAWN BY TRACT NO. 32879 -GRIFFIN RANCH MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMOFS L LB PHASE 3 - PRECISE GRADING PLAN OF 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 1 CHECKED BY BR N MCKINNEY DATE 3 TELEPHONE (760) 320 9811 ■ FAx (760) 323 7893 IZ tI i ��l INTERIM CITY ENGINEER LOTS 190-192 ( JAB R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS