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PG2016-0018CITY OF LA QUINTA GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS 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 15 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 15 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 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 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 TO PURSUE DILIGENTLY THE CONTRACTOR FURTHER AGREES 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. DiglSafely DIG ALERT DIAL TOLL FREE • !jj " 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 CONSTRUCTION PHASE 6A -PRECISE GRADING LOTS 220,223226 AND 232 55 INDEX OF SHEETS SHEET AVENUE _51 1 2 COVER SHEET LOTS 220, 223-226 AND 232 ZO W �'' JEFFERSON 4 �_ as AVENUE 53 Lwl W- AVENUE 54Li 410R144 VICINITY MAP o NS 0o AVENUE SITE 0 to ACKSON 7 AIRPORT 0 R5) NTS 55 INDEX OF SHEETS SHEET DESCRIPTION 1 2 COVER SHEET LOTS 220, 223-226 AND 232 8 9 10 11 12 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 LOT "C" LOT "C" COT—"AR"-- 20 19 LO 21 22 MERV GRIFFIN WAY 76 77 75 78 79 80 81 LOT "AR° WELL SITE HAFLINGER WAY 83 97 96 82 BOLD RULER WAY >- I a � I X 25 J iIS F- O J LO f "A 37 36 35 34 33 32 13 24 74 ■ w 98 0 99 4 CHANT N CT Y 100 ¢ 90 87 101 04 89 112 88 DRIVE 111 wAq 110 gq� 0/? 109 %aga 1134 14 a 70 120 119 huh: COURT 129 130 132mu g MACBETH STREET �� 140 141 142 143 14 105 106 F J 14 28 /et - / e/ 69 I R 30 29 31 / MERV GRIFFIN WAY // 59 60 61 / / 233 214 213 O STORM CAT COURT g, w isit211 219 G 236Ct2202.\210 9 230 221 111111111111111( 25 66 65 235 231 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. CH SHEET 2 0 y 178 NA Q N\ 177 a 0 C 176 01 175 WAY 222 208 207 206 197 196 195 186 185 184 0 156 �� 157 \ 158 159 160 108 107 154 153 152 163 162 164 161 --� CjULCH WAS' THUNDER 174 173 172 171 165 RECREATION / RETENTION LOT "AU" 151 150 cc0 I ¢ 149 166 170 a i 148 • " PUE 20.5' C/L APPROVED FOR PERMITTING BURT FyfNAOA BUILDING FFICIAL CITY OF LA QUINTA 20.5' 1/14 ,lit/ DATE PLANNING & ZONING COMPLIANCE GABRIEL PER PLANNING MA AGER CITY OF LA QUINTA R/W 10' ?f i4l(6 DA E PUE %</2.y m FINISHED FLOOR A 3' MIN TC SEE PLAN EX. WEDGE CURB TW (SEE PLAN) P/L /T 2 EX. AC PAVEMENT 2% A/ / //>y ///ce TP SEE PLAN 2% TC SEE PLAN EX. WEDGE CURB SIDEYARD WALL: 8"x8"x16" PRECISION BLOCK GARDEN WALL 2 3' MIN EX. COMPACTED SUBGRADE TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS PAD ELEV (LOW SIDE) 2x TO 27. A 0.3' MIN PAD ELEV (HIGH SIDE) 20°A- y 0.3' MIN // TF (SEE PLAN) 0 0 FINISHED FLOOR /y RETAINING WALL REQUIRED IF MORE THAN 12" SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) NTS REARYARD WALL: 6"x8"x16" PRECISION BLOCK GARDEN WALL P/L VARIES 2' MIN. a a 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. FINISHED FLOOR 2' BENCH VARIES • 11.1 CO U) " -J F- 0 S • 10 145 ccZ z 146 147 © Copyright 2016 MSA Consulting, Inc. All Rights Reserved INDEX MAP 0' 200' 400' MI IMII MN L• SCALE 1"=200' 600' 800' 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 02'03'38" W (NAD 83 CA ZONE 6 DATUM). 0.3' MIN z io PAD ELEV (SEE PLAN) SECTION B -B TYPICAL GARDEN WALL REAR YARD DETAIL NTS ABBREVIATIONS lW AC BC BCR BOC BSL C/L C&G C.B. C.Y. D DWG. DWY EA. EC ECR EAST NORTH SOUTH EP ESMT. EX WEST FF ASPHALT CONCRETE FL BEGINNING OF CURVE FG BEGIN CURB RETURN FS BACK OF CURB GB BUILDING SETBACK LINE GF CENTERLINE HP CURB AND GUTTER INV CATCH BASIN L.F. CUBIC YARDS DEPTH DRAWING DRIVEWAY EACH END OF CURVE END CURB RETURN 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 0- -OP INDICATES INDICATES INDICATES INDICATES INDICATES W: WATER INDICATES INDICATES INDICATES INDICATES INDICATES 6 m GARDEN WALL 6"x8"x16"PRECISION BLOCK 7< c0 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 CENTERLINE RIGHT-OF-WAY EXISTING CURB AND GUTTER EXISTING WALL EXISTING UTILITY LINE MAIN, S: SEWER MAIN, CONSTRUCT GRADED SWALE EXISTING TOP OF SLOPE EXISTING TOE OF SLOPE PROPOSED STORM DRAIN PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE Fa FL (SEE PLAN) "-WALL FOOTING TYPICAL SIDE YARD WALL OPENING DETAIL 4 NTS TOG SEE PLAN 0.5% MIN. REDUCER IF REQUIRED HAR' AR_t• 12"e ROUND METAL GRATE PER LANDSCAPE ARCHITECT'S PLANS. LANDSCAPE AREAS: NDS NO. 14 ROUND GRATE OR APPROVED EQUAL. 0.5% MIN. PIPE RISER m nt PLASTIC ELBOW OR PLASTIC TEE INV (SEE PLAN) 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 -a sagi /ivv/ivvv/vv%w%vvyvvv/. ani 0 / INV t 7/ N 4" OR 6" PVC SDR 35 (1% MIN) SEE PLAN EMOVABLE GEOTEXTILE FOR EASIER CLEANING 3/8" TO 3/4" WASHED 12"X12"X12" THICK GEOTEXTILE FABRIC r //.v/// 12" BUBBLER SYSTEM (SPEE-D BASIN)® NTS GARAGE STOOP PATIO CONCRETE LANDINGS NTS FABRIC ROCK APPROVED DATE 15 MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE • RANCHO MIRAGE • CA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 BENCH INDIO BM •99 MARK 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). PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE in dYC`_>r- JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/17 R.C.E. NO. 43880 DATE 7////,‘ CHECKED BY JAB BY CITY OF LA QUINTA OTHY R. N DESIGN AND DEVELO R.C.E. 45843 ON, P.E. DTE ENT DIRECTOR/CITY ENGINEER EXPIRES 12/31/16 CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH CONSTRUCTION PHASE 6A - PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. /0IVSirJYW SHEET 1 OF2 SHEETS 55 AM, ssmith, MSA Consulting, :\1721\ACAD\Grading \ Precise \Construction Phase 6A\1721 CP6A PRECISE GRADING 01.dwg, 7/11/2016 10:0 zce �_ as 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 CENTERLINE RIGHT-OF-WAY EXISTING CURB AND GUTTER EXISTING WALL EXISTING UTILITY LINE MAIN, S: SEWER MAIN, CONSTRUCT GRADED SWALE EXISTING TOP OF SLOPE EXISTING TOE OF SLOPE PROPOSED STORM DRAIN PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE Fa FL (SEE PLAN) "-WALL FOOTING TYPICAL SIDE YARD WALL OPENING DETAIL 4 NTS TOG SEE PLAN 0.5% MIN. REDUCER IF REQUIRED HAR' AR_t• 12"e ROUND METAL GRATE PER LANDSCAPE ARCHITECT'S PLANS. LANDSCAPE AREAS: NDS NO. 14 ROUND GRATE OR APPROVED EQUAL. 0.5% MIN. PIPE RISER m nt PLASTIC ELBOW OR PLASTIC TEE INV (SEE PLAN) 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 -a sagi /ivv/ivvv/vv%w%vvyvvv/. ani 0 / INV t 7/ N 4" OR 6" PVC SDR 35 (1% MIN) SEE PLAN EMOVABLE GEOTEXTILE FOR EASIER CLEANING 3/8" TO 3/4" WASHED 12"X12"X12" THICK GEOTEXTILE FABRIC r //.v/// 12" BUBBLER SYSTEM (SPEE-D BASIN)® NTS GARAGE STOOP PATIO CONCRETE LANDINGS NTS FABRIC ROCK APPROVED DATE 15 MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE • RANCHO MIRAGE • CA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 BENCH INDIO BM •99 MARK 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). PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE in dYC`_>r- JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/17 R.C.E. NO. 43880 DATE 7////,‘ CHECKED BY JAB BY CITY OF LA QUINTA OTHY R. N DESIGN AND DEVELO R.C.E. 45843 ON, P.E. DTE ENT DIRECTOR/CITY ENGINEER EXPIRES 12/31/16 CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH CONSTRUCTION PHASE 6A - PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. /0IVSirJYW SHEET 1 OF2 SHEETS 55 AM, ssmith, MSA Consulting, :\1721\ACAD\Grading \ Precise \Construction Phase 6A\1721 CP6A PRECISE GRADING 01.dwg, 7/11/2016 10:0 APPROVED FOR PERMITTING 'PLANNING & ZONING COMPLIANCE FF PER GRADING PLAN PE (PER GRADING PLAN) C/L OF SWALE FL PER N LAN CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 01 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4 820 SF O CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 8,750 SF O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 1 060 LF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 12 EA 0 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 12 EA O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE 1,325 LF O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 12 EA O SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 1 EA O CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 2 22 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 484.8 FG TW 491.00 TF 483.67 LOOT 2118 PE (4 340 50.52' TW 491.00 EX. BLOCK TF 483.67 WALL TF 90.67) 84.00) 484.8/ FG TW 491.67, TF 483.67 BURT H NAD: BUILDIN • FICIAL CITY OF LA QUINTA GABRIEL PE PLANNING NAG CITY OF LA QUIN A EX. BLOCK WALL TOG 484.20 NV 482.87 484.99 TOG 484.20 INV 482.87 485.27 CHIMNEY, a •.� LOT 2211 PE (4 OA) LOT SMC PE ((3,3.5) TW 491.00 485 27 485.27 FS FS LOT 220 BELMONT 3C RT FF 485.47 484.8 FF 485.47 PE 484.8 {FS 483.73 485.27 (3) 7" STEPS �J1 00 .67 485.01 FS L=89.00' S=4.76% TF 483.67 L=22.00' © D=1.3' 484.50 FL -HP �TW 491.00 \ TF 483.67 TW 491.00 FG 484.8 TF 483.67 TW 49 A /TF 48 ell GF 483.55 485.27 FS L=89.00' S=1.37% TW 491.67 FG 485.5 TF 483.67 GF 485.11 485.15 FS :o N Ef' LOT ON PE (47th) 120.00' ,TOG 480.130 , TC (48246)/7_(487 94), INV 478.63 DAMASCUS DRIVE OTNV 481. 5 »+nn 0' 20' 40' 60' 80' TW 485.80 FG 479.8 TF 479.13 475,25 TC 475.09 TC f (472 TOG 474,74 INV 473.24 TOG 474.69 WAY SCALE 1"=20' T ---_R of�-CFI 111.54 TW 489.80 TF 483.13 111 233 (433.3) TOG INV 44.09 .17 14+00 TW 483.50 G 477.5 TF 476.17 477.20 �FL-HP 476.50 FS 476.80 FS w TC 473.9 `rC i4�3.95) b'`'3F.06 Tr-- .�4. it (473.58) TOG 473.64 S INV 472.14 480.27 143.00' GF 477.04 TW 482.83 TF 4 6.17 476.50 FL -HP 477.24 FS 477.27 FS 477.27 FS 477.05 FS CHIMNEI, 477.27 477.27 FS 477.17 FS EX. BLOCK WALL L=105.00' S=1.60% TW 482.80 FG 476.8 TF 476. 3 476.50 FL -HP TW 482.80 TF 476.13 475.51 477.27 FS LOT 224 PIMLICO 2XC RT FF 477.47 PE 476.8 GF 475.61 TW 481.47 /TF 474.80 475.00 FL -HP �[ Ntlld 1NON L=95.00' S=2.33% CHIMNEY L=103.00' S=1.00% 477 27 475.77 GF 475.59 TW 481.54 ©TF 474.20 475.7 7 5.77 FSFS475.77 -. LOT 223 FS BELMONT 3C RT FF 475.97 L=88.00' PE 475.3 S=1.19% 0 475.77 475.77 0 O M 477.27 LOT 239 PE (434.M) 475.77 FS 476.99 476.99 475.77 FS CHIMNEYm TOG 474.70 INV 473.37 20.33' 475.77 FS TW 481.54 1.TTF 474.20 BTW (481.54) FG (475.3) TF (474.20) w go 6 475.49 FS 0 %,.� 24% 475.00 FL -HP TW (490.10) ®, ® 1 ® , ® ,MIS T8 (489.60) TE (477.30r Dig Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS EX. BLOCK WALL TW 485.80 TF 479.13 480.0 FG 130.00' TW 484.60 TF 477.93 478.6 FG 477.5 145.79' TW 483.50 TF 476.17 477.5 FG ..... z .. .. .. .. 0 W. .. ., .. ..-,.. ... APPROVED c15 EX. BLOCK WALL © Copyright 2016 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE Din ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 R 0' EX. BLOCK WALL 20' 40' SCALE 1"=20' BENCH INDIO BM *99 ELEV. 499.71 SPIKE IM P/P AT NORTHWEST COR. AVE. 50 ROE STREET. (NVGD 29, ADDED TO MAINTAIN MARK LOCATION R.R AND MON 500.00' INTAIN POSITIVE ELEVATIONS). 60' 80' J 1 M DE 041• 0 C43880 m Exp. 6-30-17 PREPARED UNDER THE DIRECT SUPERVISION OF SIGNATURE CC) thi Cass - JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/17 R.C.E. NO. 43880 EX. BLOCK WALL DESIGNED B SMS DATE 71!(1(0 DRAWN BY SMS CHECKED JAB 110.00' M MO WM OW MO WM mai, sm mm ow TW 482.80 TF 476.13 476.8 FG APPROVED BYo CITY OF LA QUINTA ' J • OTHY ESIGN AND D R.C.E. 45843 lb bit im ASSON, P.E. DATE OP ME NT DIRECTOR/CITY ENGINEER EXPIRES 12/31/16 EX. BLOCK WALL 110.00' 474.70 NV 473.37 475.3 FG \ • EX. BLOCK WALL TW' 481.54 of _,._..( CITY OF LA QUINTA, CALIFORNIA TRACT NO. 32879 - GRIFFIN RANCH CONSTRUCTION PHASE 6A - PRECISE GRADING PLAN LOTS 220, 223-226 AND 232 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. (I / « oRe 00W) SHEET 2 OF SHEETS :\1721\ACAD\Grading \Precise \Construction Phase 6A\1721 CP6A PRECISE GRADING 02.dwg, 7/11/2016 10:05:17 AM, ssmith, MSA Consultin