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PG2017-0012, PG2017-0018CITY OF LA QUINTA GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABUSH 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 15 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 STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 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 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 SATURDAY MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY SATURDAY 7:00 AM TO 5:30 PM 8:00 AM TO 5:00 PM 6:00 AM TO 7:00 PM 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 THROUGHOUT THIS PLAN SET. 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. EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 450 C.Y. TOTAL FILL (RAW): 450 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. NOTE TO CONTRACTOR. GEOTECHNICAL RECOMMENDATIONS THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. UTILITIES WATER SEWER ELECTRIC GAS TELEPHONE CABLE T.V. USA COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT IMPERIAL IRRIGATION DISTRICT THE GAS COMPANY VERIZON TIME WARNER UNDERGROUND SERVICE ALERT (760) 398-2651 (760) 398-2651 (800) 303-7756 (800) 427-2200 (800) 483-5000 (760) 340-1312 (800) 227-2600 NOTE TO CONTRACTOR' EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. NOTE TO CONTRACTOR. SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR. EXISTING SURVEY MONUMENTS THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. NOTE TO CONTRACTOR. DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. NUISANCE WATER DISCLAIMER NOTE. EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. Dig iSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 32879 GRIFFIN RANCH PHASE 1 PRECISE GRADING PLAN LOTS 119, 120, 129, 130, 205 AND 227-229 PUE 10' R/W 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 v�/ (951) 817-3663 DIMWMPIRNMW w h SHEET AVENUE 51 - COVER SHEET LOTS 119, 120, 129 AND 130 AND 205 LOTS 227-229 81 0�-- I- 0 Z Q?`N JEFFERSON n STREET AVENUE 53 gfi AVENUE 54 El ;IU w N . z �MAP - SITE o z m m. 00 AVENUE AIRPORT m 0 ACKSON NTS 00 55 INDEX OF SHEETS SHEET DESCRIPTION 1 2 3 COVER SHEET LOTS 119, 120, 129 AND 130 AND 205 LOTS 227-229 LOT "C' LOT 'C" 1-- 0 J 20 19 LO LOT—" AK'r— i / 76 77 78 79 80 81 LOT WELT 21 z u_ cc 75 0 22 l� BOLD RULER WAY } ¢ x 25 1111J IIII Q r 24 1- 0 J 8 38 9 10 11 12 411 233 214 Y TORM 7 236 vH ■ 37 36 59 213 35 34 33 32 13 74 14 30 28 29 31 MERV GRIFFIN WAY CAT COURT 66 71 wq 112 113 HAFLINGER WAY "AR" SITE RIVE 111 !Rq 114 116 106 107 118 0 J Inl cc 4N -0 -WAR COURT 1) 155 60 61 65 202 0 219ao 0 178157 \ N0\ 177 0 176 156 t' 194 175 HUNDER GULCH 232 FEMA' THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD HAZARD AREAS. NOTE' PERMITS SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. NOTE. CONCRETE ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, INCLUDING ALL ADDENDUMS. APPROVED DATE © Copyright 2017 MSA Consulting, Inc. All Rights Reserved 206 197 196 195 186 185 INDEX MAP 0' 200' 400' NM 1• MI = MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANC'Ho MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 SCALE 1"=200' 184 158 THUNDER 174 600' 800' 154 163 153 162 MACBETH STREET 140 142 143 152 164 144 O RECREATION / RETENTION LOT "AU' 151 159. 165 U 149 161 160 166 (9-: 148 2 GULCH WAY 173 172 BASIS OF BEARING. THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AND COTD TAKEN AS: N 0703'38" W (NAD 83 CA ZONE 6 DATUM). BENCH MARK INDIO BM n99 ELEV. 499.71 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). 171 170 169 168 167 w Q in I - 0 — J Ow J 146 TW (SEE PLAN) 3' MIN TC SEE PLAN EX. WEDGE CURB 20.5' C/L APPROVED FOR PERMITTING BURT HANA■'' BUILDING OF AL CITY OF LA QUINTA 20.5' bAT�?" / 7 PLANNING & ZONING COMPLIANCE 4Lj 9/297 0 GABRIEL PE Z DATE PLANNING M NAGE CITY OF LA QUINTA R/W 10' PUE 2% EX. AC PAVEMENT TP (SEE PLAN 2% TC SEE PLAN EX. WEDGE CURB >v/v/v/v/��/vv/vv/vv/vv/vv/vvivv iy%iN N..,%ii;,�i/>�i/,iii>�ivvivvi/vi/v//vi/v�/vi/y/� EX. COMPACTED SUBGRADE P/L SIDEYARD WALL: 8"x8"x16" PRECISION BLOCK GARDEN WALL 2' 3' MIN TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS FINISHED FLOOR PAD ELEV (LOW SIDE) 2% TO //V% i 20z 0.3' MIN FINISHED FLOOR PAD ELEV (HIGH SIDE) l'8 0.3' MIN TF (SEE PLAN) 0 0 m X w FINISHED FLOOR /40 NIN%\\\ RETAINING WALL REQUIRED IF MORE THAN 12" TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) NTS 0 cc a REARYARD WALL: P/L 6"x8"x16" PRECISION BLOCK GARDEN WALL F 2' MIN. J VARIES PAD ELEV 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. 2' \/ j/� MIN BENCH 1 VARIES \/\\/ \/\ • TYPICAL GARDEN WALL REAR YARD DETAIL NTS ABBREVIATIONS Wl AC BC BCR BOC BSL C/L C&G C.B. C.Y. D DWG. DWY EA. EC ECR EAST NORTH SOUTH WEST ASPHALT CONCRETE BEGINNING OF CURVE BEGIN CURB RETURN BACK OF CURB BUILDING SETBACK LINE CENTERLINE CURB AND GUTTER CATCH BASIN CUBIC YARDS DEPTH DRAWING DRIVEWAY EACH END OF CURVE END CURB RETURN PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE(` JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 R.C.E. NO. 43880 DATE DESIGNED B SMS DRAWN BY EP ESMT. EX FF FL FG FS GB GF HP INV L.F. LP MAX. MIN. MOC NG N.T.S. P/L EDGE OF PAVEMENT EASEMENT EXISTING FINISHED FLOOR FLOWLINE FINISHED GRADE FINISHED SURFACE GRADE BREAK GARAGE FLOOR HIGH POINT INVERT LINEAL FEET LOW POINT MAXIMUM MINIMUM MID -POINT OF CURVE NATURAL GROUND NOT TO SCALE PROPERTY LINE PCC PE PIG POC PRC PROP. PUE PVMT R/W S.F. S/W TB TC TF TOG TP TRW TW TYP. PRECISE GRADING LEGEND PAD ELEV (SEE PLAN) GARDEN WALL 6"x8"x16"PRECISION BLOCK ,QS l\\ a io OMIT ONE HALF BLOCK AT SWALE -' FLOWLINE IN INCREMENTS AS NECESSARY TO PROVIDE EMERGENCY OUTLET FOR YARD DRAINAGE. 6" MIN. OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING POINT OF COMPOUND CURVE PAD ELEVATION POINT OF INTERSECTION/GUTTER FL POINT ON CURVE POINT OF REVERSE CURVE PROPOSED PUBLIC UTILITY EASEMENT PAVEMENT RIGHT OF WAY SQUARE FEET SIDEWALK TOP OF BERM TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF PAVEMENT TOP OF RETAINING WALL TOP OF WALL TYPICAL INDICATES CENTERUNE INDICATES RIGHT-OF-WAY -- - -- - - - _ - INDICATES EXISTING CURB AND GUTTER --�-� INDICATES EXISTING WALL INDICATES EXISTING UTILITY LINE W: WATER MAIN, S: SEWER MAIN, - • - -s - - -> - - -> - - - INDICATES CONSTRUCT GRADED SWALE TOP INDICATES EXISTING TOP OF SLOPE ---- ----- INDICATES EXISTING TOE OF SLOPE o- -0 INDICATES PROPOSED STORM DRAIN - - - - am INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE APPROVED BY CITY OF LA QUINTA CHECKED BY JAB 10/2/j7 BR'r N MCKINNEY DATE INTERIM CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/18 z N 4 Q. FL (SEE PLAN) -WALL FOOTING TYPICAL SIDE YARD O WALL OPENING DETAIL TOG SEE PLAN 0.5% MIN NTS • METAL GRATE PER ARCHITECT'S PLANS LANDSCAPE AREAS: ROUND GRATE OR 0.5% MIN. REDUCER IF REQUIRED \ • PIPE RISER PLASTIC ELBOW \‘‘ OR PLASTIC TEE leI II Ill 1 Ill y/INV (SEE PLAN) 12"e ROUND LANDSCAPE NDS NO. 14 APPROVED EQUAL. LANDSCAPE AREA DRAIN DETAIL® NTS TC SEE PLAN 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC = TOG 1% MIN /AA/AA/A / 4" OR 6" PVC SDR INV 35 (1% MIN) EE PLAN EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12"X12"X12' THICK GEOTEXTILE FABRIC (SPEE-D BASIN)® BUBBLER SYSTEM NTS GARAGE STOOP PATIO CONCRETE LANDINGS NTS CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH PHASE 1 - PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 0-0 SHEET 1 OF SHEETS g, 9/29/2017 8:21:20 AM, ssmith, MSA Consulting, Inc R:\1721\ACAD\Grading\Precise\Phase 1\1721 PHASE 1 PRECISE GRADING 0 z m OMIT ONE HALF BLOCK AT SWALE -' FLOWLINE IN INCREMENTS AS NECESSARY TO PROVIDE EMERGENCY OUTLET FOR YARD DRAINAGE. 6" MIN. OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING POINT OF COMPOUND CURVE PAD ELEVATION POINT OF INTERSECTION/GUTTER FL POINT ON CURVE POINT OF REVERSE CURVE PROPOSED PUBLIC UTILITY EASEMENT PAVEMENT RIGHT OF WAY SQUARE FEET SIDEWALK TOP OF BERM TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF PAVEMENT TOP OF RETAINING WALL TOP OF WALL TYPICAL INDICATES CENTERUNE INDICATES RIGHT-OF-WAY -- - -- - - - _ - INDICATES EXISTING CURB AND GUTTER --�-� INDICATES EXISTING WALL INDICATES EXISTING UTILITY LINE W: WATER MAIN, S: SEWER MAIN, - • - -s - - -> - - -> - - - INDICATES CONSTRUCT GRADED SWALE TOP INDICATES EXISTING TOP OF SLOPE ---- ----- INDICATES EXISTING TOE OF SLOPE o- -0 INDICATES PROPOSED STORM DRAIN - - - - am INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE APPROVED BY CITY OF LA QUINTA CHECKED BY JAB 10/2/j7 BR'r N MCKINNEY DATE INTERIM CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/18 z N 4 Q. FL (SEE PLAN) -WALL FOOTING TYPICAL SIDE YARD O WALL OPENING DETAIL TOG SEE PLAN 0.5% MIN NTS • METAL GRATE PER ARCHITECT'S PLANS LANDSCAPE AREAS: ROUND GRATE OR 0.5% MIN. REDUCER IF REQUIRED \ • PIPE RISER PLASTIC ELBOW \‘‘ OR PLASTIC TEE leI II Ill 1 Ill y/INV (SEE PLAN) 12"e ROUND LANDSCAPE NDS NO. 14 APPROVED EQUAL. LANDSCAPE AREA DRAIN DETAIL® NTS TC SEE PLAN 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC = TOG 1% MIN /AA/AA/A / 4" OR 6" PVC SDR INV 35 (1% MIN) EE PLAN EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12"X12"X12' THICK GEOTEXTILE FABRIC (SPEE-D BASIN)® BUBBLER SYSTEM NTS GARAGE STOOP PATIO CONCRETE LANDINGS NTS CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH PHASE 1 - PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. 0-0 SHEET 1 OF SHEETS g, 9/29/2017 8:21:20 AM, ssmith, MSA Consulting, Inc R:\1721\ACAD\Grading\Precise\Phase 1\1721 PHASE 1 PRECISE GRADING 0 TOP TW 478.67 TF 472.00 TW 477.33 TF 470.00 LOT 9t{J PCs (479.4; TW 477.33 TF 470.00 TC 469.73 .1 I TT.I 11 1 I TOP 470.9 FGA LOT 177 PE (472.8) TW 478.67 TF 472.00 TOE 54.61' c- TOG 470.30 INV 468.97 O 11.07' I 470.60 1� I 1 roil I •I 11 1 I FL -HP 4-- • I 470.34 I FL -GB 11 L=104.00' S=1.00% 471.37 FS 471.13 FS 4- 2.s% 4 - 470.60 FL -H 471.37 FS LOT 120 PLAN 2A RT FF 471.57 PE 470.9 471.37 FS 471.21 FS 470.79 FS TW 477.33 TF 470.00 470.60 Tim TW 478.00 TW 478.00 TF 471.33 /TF 471.33 TOP 39 OD'- 470.9/ _9.6% -4 FG TW 477.331 TF 469.331. 1 1 ` 5 TOG 470.30 INV 468.97 L=104.00' S=1.21% CHIMNEY LOT 11 PE (47lo©) 0 LCI 470.3 FG ✓ 0 TOP TOE 4 - 2:1 116.54' TOG 469.70 INV 468.37 TW 478.00 TF 471.33 TOP -' TOE 470.3/ 0%% 470.00 N FL -HP 20.06' L=105.00' S=1.00% 470.77 FS 470.77 FS LOT 119 PLAN 2B RT FF 470.97 PE 470.3 CHIMNEY 470.77 FS OTOG 469.70, INV 468.37 470.77 FS 10.5' T 21' 10.5 M FS 471.24 FS 471.23 FS 471.13 (,TW 477.33 TF 470.00 0 470.6( FL -HP GF 471.02 op m • A 43\470 00 470.53 FL -HP FS �1 0 TW 476.67 TF 469.33 469.74 FL -GB 4- .‘..1 470:53 1N FS `a 470.61 y • FS TW 476.67 TF 469.33 470.00 �5% E- FL -It FS 470.64 FS 470.63 FS 470.43 OTW 476.67 TF 469.33 GF 470.42 469.91 °• ,FS 470.3 TOG 469.71 INV 467.93 r-ATOG INV 467 801 __ -LI TW 477.17 TF 469.83 01©7 <� 6715 (47 U. TW 477.17 TF 469.83 0 0 TW 477.33 TF 469.33 78.93' ' / / 26.18' TC (469.37)/ TC (469.32)/ TOG 469.2 INV 467.71 • •� co 1 43 \TOG 469.140 INV 467.32 1L (469.19) MAN -O -WAR COURT (4-69.14-,) (4-69.14) OTOG 469.17 INV 467.67 C (469./- 63.50' 15+00 TOG 469.12 7 NV 467.48 TC (46^.6.' TC 466.91 `1".2$441' TOG 468.7 NV 467.21 OTOG 468.57 INV 467.07 470.50 FL -HP 64.96 'iC 33.69 .ro 55.99 34.94 w 0 470.94 FS TW 477.17 TF 469.83 471.27 FS 471.15 FS 10' 470.65 FS • n 1 32.39' Ir 470.8 FG 1 1 1 GF 470 91 I 471.27 FS L=97.00' S=1.00% CHIMNEY 471.27 fS 471.14 Fs LOT 129 PLAN 1XC LT FF 471.47 PE 470.8 471.27471.27 FS FS TW 477.17 TF 469.17 8.5' TW 477.1 TF 469.83 470.50 FL -HP L=95.00' S=1.26% 5.07 GF 470.48 T �TW 476 500 TF 469.17 470.000 FL -HP 4 fir O L=89.00' S=1.00% OTOG 470.20 1-\_f/INV 468.87 471".06 �cc 477".06 141 1 0 0 N 1 1 1 470.52 YiJ FS FS470.77 470.6 * 470.77 FS FS LOT 130 470.64 FS x TW 776.50 GF 470.46 470.00 FL -HP 470.3 FG TF 469.17 PLAN 3C RT FF 470.97 CHIMNEY 470.77 PE 470.3 470.77 FS FS 1 1 TOG 470.10/5 INV 468.77 _ o TW 477.17 TF 469.83 24% 470.50 FL -HP N EX. BLOCK WALL LOT ¶fl PPE (k70.2.) Dig Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS 75.78' ----TOP TOE 33.69' co 0 n LA - L-90.00' S=1.44% Efi 01 0 470.77 FS 470.77 FS TOG 469.70 INV 468.37 TW 476.50 TF 469.17 470.3 FG ErCHIMNEY 470.77 �FS 2% Er 470.50 FS TOG 469.70/\ 468.37 470.00 FL -HP 122.08' -3. TW 476.50 TF 469.17 470.3 FG L©4 132 PE (482.61) APPROVED -TUP_- - TOE - TW 477.17, DATE TF 469.83 X15 -TOP TOE LOT t43111 FPIfE WO .8 © Copyright 2017 MSA Consulting, Inc. All Rights Reserved TOP TOE MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 Bos HOPE DIUVE • RANCHO MIRAGE • CA 92270 TELEPHONE (760) 320-9811 • FAX (760) 323-7893 BENCH MARK 0 INDIO BM *99 Ti APPROVED FOR PERMITTING BUILDING OFFICIAL CITY OF LA QUINTA Ns EL BLOCK WALL Loi 209 PE (4792) PLANNING ec ZONING COMPLIANCE PLANNING NA CITY OF LA QUINTA TW 485.23 TW 482.57 TF 475.90 474.70 o Itg TOG 474.30 INV 472.97 475.21/ 1 475.32 CHIMNEY 475.47 FS L=102.00' S=2.34% LOT 205 PLAN 7B RT FF 475.67 PE 475.0 475.47 FS 475.23 FS 475.03 475.21 TW 481.23 473.90 475.32 TW 482.57 TF 475.90 475.47 GF 475.00 DATE F 473.23 TW 481.23 F 473.90 /8/ FS, 34%) CONSTFIUCTION NOTEES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,754 SF ® CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,067 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1,515 LF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO 1 10 EA ® INSTALL AREA DRAIN PER DETAIL ON SHEET NO 1 10 EA 0 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 1,000 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO 1 10 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 SCALE 111=20' ELEV. 499/1 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). PREPARED UNDER THE DIRECT SUPERV SIGNATUR JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 R.C.E. NO. 43880 DATE DESIGNED 8 APPROVED BY CITY OF LA QUINTA SMS DRAWN BY CHECKED BY JAB BR N MCKINNEY DATE INTERIM CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/18 TC 1472.97 CAVALCADE COURT 11+00 CITY OF LA QUINTA, CALIFORNIA • 6 TRACT NO. 32879 - GRIFFIN RANCH PHASE 1 - PRECISE GRADING PLAN LOTS 119, 120, 129, 130 AND 205 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEET 2 SHEETS R:\1721\ACAD\Grading\Precise\Phase 1\1721 PHASE 1 PRECISE GRADING 02.dwg, 9/29/2017 8:22:54 AM, ssmith, MSA Consultin ull FOR PERMITTING Dig Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG i Lol �--�� �^ L07 297 TF490.00 PE (684.9 TF- 483.33 EX. BLOCK l,q WALL '. TRW 481.33 TOP_-: Top TF 476.00 477.3 m 8 2:1 TW 484.00 FG 'x? w w 47 FG ..��� TF 476.67 . _ 0.57 F--.. 477.00 .. FL -HP TRW 481 ° TF 476.C.0 .. TW 48: TF 476 TW , TOP �- TW 1490,67), WAL BLOCK PTF 484.00 LOT 1 �) TW 490.67 -� EX. BLOCK TOP 2:1 WALL - ,./ e -1,\ TW 491.00 ) TF 483.66 1 oq LOT 2211 P\ 1 .1-EX. BLOCK WALL o\ a r- 475.43 5 TOG 475.30 TW 4g1.00 1 FL INV 474.07 "O " F 483.66 W..0 476.47 TRW 480.00 6.40 FS TF 475.33 8 5_� 11 3 TOG 475.30 PLAN 2C2RT ..... SR 1J2 9% 3 6 476.67 l 11 -HP - TOG 476.10 �l ' LOT 229 L/INV 475.37 - 5 1 5 FF 476.67 ,: , INV 474.77 1 INV 473.97 .. 1. i PLAN 5C RT ;� I TOG 476.10 5 �11 PE 476.0 2 o TTW a8ssi � 1 NV 474.77 476.13 a 10. FF 477.97 It 1 476.34 FS 3 �� 77 PE 477.3 3 i 1 411 .11 CHIMNEY FS 4 11 475. ....._ L=132.00' 6 ; LOT 228 �'.11 �1 476.47 476.47 FL-H TW 486.00 477.77 FS 476.33 ®T1 ��� , CHIMNEY s=1.16% ,. IT PLAN 5A RT 1 ,, TF 478.67 .1 476.47 FS FS �, FS 477.77 r-_ I 5' �1 1 [�C (4��°�) Fs 477.77 6 , FF 477.37l II .FS 47 477.77 5 ,I ,:o ;�• PE 476.7 482.00 11y F477.64 2 III i� CHIMNEY -,,,,_II 1 aE�, 3 TF 475.33 1� 477.Sq i I�'o R1 11 - 12 i 477.53 2 Fg 476.82 11 476.31 GF 476. EX. BLOCK •' i 477.0 FS 477.57 �N 4 F770p\ i �. III 44777.17 477.17 FS r 11 111 FS6.23 FS 2 475:33° 11 / WALL 7.1 477.04 1 FL-H i FS i:° FS7.17 FS 477.12 2 477.61 477.00 T i 1 3 475.70 �� °� LOSS 229 Ii FS 477.57 HP I-11 FL -HP 1 Wj FS " 3 11y 483. �' I� II6-s 4 476.40 1 1 TW 482.00 - 11 a PDE (/e680.2) i i� - TF 47 33 I N .. 2 y FL -HP �,� TF 474.67 TW 482.67 TF 475.33.1 11 y o. L=115.00' i I 476.93 ° y11 FS 5.83 � 1 6 10' 477.01 476.97 476 97 477. 476.40 FS FS FS L-122.00' "� S=1.09% GF 1 I TW 483.33 40 I. FS 6 1 1 I. FL -HP S=1.43% �lmvy 'Ou.oi TF 476.00 ro m .,,.,� m IN 0. F 10, r --. OP _.a.p_C_-TOP 8 2:1 476.7 FG �4G 480A0 . D.%*IF 4 �- 475.70 1 FL-HP TRW 480.67 TRW TF 475.E J�� / 476 8 TF 476.00 TW 482.67 i TF 475 33 ✓ ' 476.39 FS L 2 FS TF 476.00 2 GF 476.80 1 y1 1• I 3, L=131.00' ° TW.'483" 3 y l 477.13 TF 475.00 611 3 a, 1 FS 5=1.00% 3 ,4 1 0 l TW 484.00 ., 1W 483.33 ,. TW 482.67 .TW; 4 2 67 11 a,�11 6 L=106.00' �" 2. 11� FG 477.1 I TF 476.00 TF 476 00 y1 a2 TW 482.00 TF 476.00 3 2 �� I 1 1 5=1.00% r. `TF 4\ TF 474.67 .475.340 1! 4 R76.60 ' TW 483.33 6.00 ; o i o 4FS76.53 1 11'1 Al111 -HP F. TF 476.00 �.. 477.00 ,� 'c.. N .�.. 1 zip l TW 482.00 1 1 TW 486. FL -GB c . \ % .. FL-H i/ i 3 Ia cv 11 1 TF 474.67 1�.8%. F'� :.'ro'.. Iy 4 .9 ....... M \ .. <1 ' ° o i� i� TW 4 84.67 ri:, . 2 . a TW 482.67 WII 1 .. .. .,tya4 3 N I FG 476.0 - ~`' 390 \ 476.70 I I� 476.40 475 60 TF 475.33 1 475.30 3 cn 1 ` 7 ^� J� °i TW 482.67 I 476.00 FL -HP I 1 4 m 1 ,. Q K FS w ° : "� I: 4 -�- . 475.80 �, 1 •1,, 1 FL -GB ��: - TF 476.00 FL -GB 0.6%� . E - 6 FL -GB m 1 1 108.53' _ _ 28.36' TO - IN 477 .89 7 \\.. \ � `� 476.70 : i FG I � � o � . . �a, `g.4 _ _ _-.__ - --- iC 474.22 ° TC 474 09. -... TC-.._473.97 W a g4.66' C q 2 FL=GB .97 Ik` I 4.62 TC 474.19 TOG 474.03 C 473.81 _ _ _ - .0 47 G 74.50 7 IN TC - = 44 15' TW 483.33 �5.880' Lt.._TOG 474.52 N472917V 472.53T288g i.cb 3 - 16_ 47^ v . 99 ! 473 02TF 475 33 7� �- r ( 4.71--..__INV o _ L_---- 14+00 00 TC =7 TOG 475.36W473 46 7 G W !+ INV 473 86 R GUL CH -0'- REVISIONS APPROVED I DATE 75.32 THUNDE © Copyright 2017 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE In RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 080 BENCH PREPARED UNDER THE DIRECT SUPEW MARK INDIO BM #99 ELEV. 499.71 r. LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE��� J 1� MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 j?pFESS/,,DEt\ P� q l9` Fy�� m m w C43880 m Exp. 6-30-19 \TF OF CA\.�FCQ�\P ;ION OF I R.C.E. NO REARYARD WALL: P/L 1 3LOCKG tPRECISION BLOCK GARDEN WALL I . VARIES 2' MIN. mms % FINISHED FLOOR °D I a a PAD ELEV 2% TO %�° 20� OFFICIAL 4' MIN. 2' j»j < 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 B" BLOCK. STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. 12" DRAINSTAR SUB -DRAIN CONTINUOUS -• PER NER-569. FOLLOW MFG'S INSTALLATION RECOMENDATIONS. PROVIDE OUTLET AT LOW DATE OF LA N SEE PLAN y/A 8 i � x RETAINING WALL: 8"x8"x16" PRECISION / BLOCK GARDEN WALL ELEV PLAN) CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3,642 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,924 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 845 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 O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 735 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO, 1 6 EA O CONSTRUCT 8"x8"06" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 362 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 43880 SMS DRAWN BY DATE SMS CHECKED BY BRY MCKINNEY DATE III3Il7 INTERIM CITY ENGINEER JAB R.C.E. 49418 EXPIRES 09/30/18 6 N 0 U i E f N 0 �o ro n 0 N m 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE QQOFESS/ON MYLAR APPROVED BY THE CITY Q q( ENGINEER ON 10 EXCEPT FOR 0�' p. DE t4 <y� THE REVISIONS NOTED HEREON. �� \p� Torn h Jv 99 Z i Qw C43880 m m 1 CC Exp. 6-30-19 "` sT C / V JULIAN A. DE LA TORRE qTR OF CAOFCQ CITY OF LA QUINTA, CALIFORNIA SHEET TRACT NO. 32879 - GRIFFIN RANCH `F PHASE 1 - PRECISE GRADING PLAN LOTS 227-229 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS F ct 100f 6a to Dig Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. TW 490.00 TF 483.33 TW 484.00 TF 476.67 LOT 217 PCS (434.9) EX. BLOCK WALL TOP TOP e/FG TOE ----.- 0. 2:1 477.00 _., FL -HP of 0.5Z-s..�.. TW 490.00 TF 483.33 TW (490.00' TF (483.33 TW 490.00 TF 483.33 49dY R' 43 LOT 21 P (434" EX. BLOCK WALL �= g8.03'. _-0P TW 490.67 TF 484.00 TW 482.67 F 475.33 476.0 TW 483.33 ' TF 476.00 477.3/' FG 2:1 EX. BLOCK WALL 2:1 /FG.__Tc>E-� 476.71! FG Y 476.39 475.43 FS FL TOE 475.70 FL -HP 476.0 FG, % 4 \1 :5$ TW 491.00 /TF 483.66) LOT 220 /EX. BLOCK WALL 476.47 FS 475.47 FL TOG 475.30 INV 474.07 476.47 TW 491.00 483.66 TOG 476.70 INV 475.37 476.40 FL -HP 5' LOT 229 PLAN 5C RT FF 477.97 PE 477.3 TOG 476.70 INV 475.37 TOG 476.10 INV 474.77 TOG 475.30 INV 473.97 TOG 476.10 INV 474.77 LOT 227 PLAN 2C RT FF 476.67 PE 476.0 L=129.00' S=1.19% LOT 23(r PE (473 TW 484.00 FG 477.1 -TF 476.00 477.77 477.77 CHIMNEY 477.77 FS L=132.00' S=1.16% 477.77 FS 477.64 477.53 FS 477.00 FL -HP 477.61 477.57 477.57 S=1.09% TW 483.33 TF 476.00 477.13 476.60 TW 483.33 TF 4 6.00 477.00 FL -HP 476.70 .. 476.70 FL=GB It t.IT I� 1 � Iio I: ; I I I FL -HP tit t 1. 0 II I I TW 482.67 I 476.00 TF 476.00 j FL -GB 476.7 FG LOT 228 PLAN 5A RT FF 477.37 PE 476.7 CHIMNEY 476.47 476.47 FS FS CHIMNEY-' 476.47 FS 476.34 FS 476.13 477.17 477.17 477.17 477.04 FS FS 476.40 476.93 476.97 476.82 FS 477.12 FS T le 476.40 �FL-HP TW 482.67 © TF 475.33 L=122.00' S=1.43% GF 476.80 L=131.00' S=1.00% 476.31 476.33 FS TW 486.00 TF 478.67 TW 482.00 TF 475.33 GF 47612 F 475.33 TW 482.00 TF 474.67 EX. BLOCK WALL LOT 221 PE (430.2) • 475.83 TW 482.67 TF 476.00 BTW: 4;2.67 ,. 'TF 476.00 L=106.00' S=1.00% 476.53 TW 482.67 TF 474.67 476.40 FL -HP 475.30 .' 11 11 TW 482.67\11 FG 476.0 TF 475.33 475.80/ FL -GB 486.31 TF 47897 TW FL -G8 108.53' Ti ( :.22)I TC 474.19 w TW 483.33 TF 475.33 TOG 474.52 TOG 474.5 .91 TOG 474.03 V 472.53 TQC (475.49 : REVISIONS s TOG 475.36 INV 473.86 0 r r w APPROVED DATE c�5 THUNDER GULGH 12+00 © Copyright 2017 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 Boa HOPE DRIVE • RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 0' MIN M BENCH INDIO BM *99 SPIKE IM P/P AT ROE STREET. (NVGD MARK LOCATION R.R NORTHWEST COR. AVE. 50 AND MON 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). 20' 13+00 s- -s4 40' SCALE 1 "=20' ELEV. 499.71 60' 80' 14+00 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE Q JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 R.C.E. NO. 43880 DATE 9'78/ I)/ APPROVED FOR PERMITTING BURT HANADA'- - BUILDING OFFICIAL CITY OF LA QUINTA 1 -z? -11 DATE PLANNING & ZONING COMPLIANCE GABRIEL PE PLANNING NAG CITY OF LA QUI I?InitK DATE CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 01 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 3 642 SF 0 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,924 SF 0 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 845 LE 0 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO 1 6 EA O5 INSTALL AREA DRAIN PER DETAIL ON SHEET NO 1 6 EA O6 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 735 LE 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 DESIGNED B APPROVED BY CITY OF LA QUINTA SMS DRAWN BY CHECKED BY JAB /OIL//7 BRYRN MCKINNEY DATE INTERIM CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/18 CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH PHASE 1 - PRECISE GRADING PLAN LOTS 227-229 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEET 3 OF 3 SHEETS R:\1721\ACAD\Grading\Precise\Phase 1\1721 PHASE 1 PRECISE GRADING 03.dwg, 9/29/2017 8:24:32 AM, ssmith, MSA Consulting, In