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PM102021-0005GENERAL NOTES: IN THE CITY OF LA QUNITA, STATE OF CALIFORNIA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS o OF THE CITY R PRECISE GRADING PLAN LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. AVENUE 50 2. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA ADDRESS OWNER PUBLIC LEGEND FOR WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY 80805 V1AA BONRA TRAIL OBED NOEL BOJOROUEZ = SITE COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION o 51ST AVE EXIST. CONTOUR LA QUINTA CA 92253 2555 RED PINES w ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. SAN JACINTO, CA 92582 ¢ PROP. CONTOUR 80805 VISTA BONITA TRAIL � o 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED B7 THE CITY OF LA QUINTA OR OTHER w GOVERNING AGENCIES. PROP. CONCRETE ( THE CONTRACTOR SHALL NOTIFY THE CIN OF LA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING LOT 17 OF TRACT 21176, MAP BOOK 166/95-97 AVENUE 52 G AND EACH PHASE OF CONSTRUCTION A7 EXIST. CONCRETE SHEET INDEX ACREAGE (760) 777-7048. EXIST. WATER METER 1. TITLE SHEET GROSS SITE ACREAGE = 2.08 AC . 5. THE LOCATIONS OF EXISTING TERMI UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. EXIST. ARE HYDRANT APN:777-040-019 2PRECISE GRADING PUN DISTURBED AREA = 1.86 AC THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MIGHT IGHT BE OCCASIONED BY HIS FAILURE 7O EXACTLY LOCATE AND PRESERVE ANY AND ALL EXIST. PALM TREE UTILITIES' APN FEMA DESIGNATION 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF Q18 APN;777-030-003 777-040-017 ZONE X, PANEL 06065C2234G, EFFECTIVE 08/28/2008 ALL EXIST. TREEO� REGULATORY, WARNING AND GUIDE SIGNS. �� VICINITY MAP N.T.S. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, EXIST. SIGN POST TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. EXIST. ELECTRIC MANHOLE AP :777-04 0 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON EXIST. SEWER MANHOLE THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A _ ~ REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR EXIST. STORM DRAIN MANHOLE ONLY. EXIST. GAS VALVE J/ 6 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN EXIST. TELEVISION STRUCTURE OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: EXIST. WATER VALVE OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM A B B R E V I AT I 0 N MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO 7:OOPM EXIST, UTILITY STRUCTURE WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. / 11 HP HIGH POINT EXIST. GAS LINE TG TOP OF GRATE NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS Q TW TOP OF WALL OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO EXIST. SEWER LINE P 24' DIA. MANHOLE FRAME AND GRATE 7F TOP OF FOOTING IS GRANTED BY THE CIN ENGINEER. EXIST. WATER LINE ALHAMBRA 4 A-1200 OR EQUAL. b ( ) EXIST. ELEVATION EXIST. UNDERGROUND ELECTRIC LINETOP OF PAVEMENT FG FINISHED GRADE NORTH NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND EXIST. TELEVISION LINE �ip FF FINISHED FLOOR AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. -Q CY CUBIC YARDS 10. ALL RAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AY/ INDEX MAP AIA. HOE WITHa GB GRADE BREAK ASA RESULT MI LT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE `\ j = 1 OC IARAFI FABRIC BACKING CF CUBIC FEET CIN ENGINEER. As BHowN, 24 FL FLOW LINE IT. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE ® 5 COMPACTED FILL PROP PROPOSED CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE EXIST EXISTING PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. ® s�P P' FS FINISHED SURFACE ® ®® -,� 48' MANHOLE CONE MIN. MINIMUM 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT48- I.D. WS WATER SURFACE DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: CAP DETAILI AC ASPHALT CONCRETE A) FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD SANITARY (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES - , 6' Ae.S. PIPE $$ SASTA SANITARY SEWER � HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES FOR BIDDING PURPOSES TCO TOP OF CLEANOUT NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED ANDATION ) 4' THICK P.C.C. SLAB INV INVERT ENFORCED BY THE SWRCB. " SHALL EXTEND 6' INTO $$CO SEWER CLEANOUT 6" UNDISTURBED SOIL $SMH SEWER MANHOLE GRADING NOTES: Q CONSTRUCT DRIVEWAY APPROACH, MODIFIED FOR NO SIDEWALK OR CURB, PER CITY OF LA QUINTA STD PLAN NO. 221 739 SF PRE -CAST PCC SLAB TMH OP OF MANHOLE 1GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM 6 MIL. P.V.C. MEMBRANE C&G CURB AND GUTTER O2 CONSTRUCT 6" THICK PCC DRIVEWAY PER CITY OF LA QUINTA CONCRETE SPECS. STD PLAN NO. 200, AND SOILS ENGINEER'S RECOMMENDATIONS 13,651 SF VCP VITRIFIED CAU PIPE . BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-20222, DATED: AUGUST 18, 2020,- " 12" MIN. 48' MIN. PRECAST INTERLOCKING LF LENGTH FEET PREPAREDBY: SLADDEN ENGINEERING, TELEPHONE NO. 760-863-0713. O CONSTRUCT 4" THICK PCC WALKWAY/PATIO AREAS PER CITY OF LA QUINTA CONCRETE SPECS. STD PLAN NO. 200 AND SOILS ENGINEER'S RECOMMENDATIONS 4,118 SF It PERFORATED PCC RING EA EACH 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EX163 LF EXERCISE SUFFICIENT SUPERVISORY O4 CONSTRUCT TYPE D CURB PER RIVERSIDE COUNTY STD DWG 204 '^ SF SQUARE FELT CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN DEH DEEPEN EDGE OF HARDSGPE THEIR PURVIEW. CMB CRUSHED MISCELLANEOUS BASE O CONSTRUCT CONCRETE DRAINAGE CHANNEL PER DETAIL HEREON 152 LF RE RETAINING 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND `I BSL BUILDING SETBACK LINE CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. O CONSTRUCT ROCK SWALE WITH SPLASH PAD, DIMENSIONS PER PLAN 2 EA 3/4' WASHED ROCK TOC TOP OF CHANNEL 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE _ BOC BOTTOM OF CHANNEL STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND O7 REMOVE/RELOCATE EXISTING TREE 7 EAs WOC WIDTH OF CHANNEL DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6' ON THE ENTIRE SITE e, OR AS RECOMMENDED BY THE SOILS REPORT. NON -WOVEN FILTER �\ SOILS ENGINEERS CERTIFICATION: FABRIC PER SECTION 2006E3 OFCALTRUGTONS 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. STD. BOTTOM SPECIFICATIONS 2006 ED. (SNUG TO SIDE. 3/4' WASHED ROCK FILL ON UNDISTURBED SOIL TO BOTTOM CONE SECURE W11H PVC STRAP). 7. PADS SHALL BE COMPACTED 70 A MINIMUM OF 905 RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS I, BRETT L. ANDERSON OF SLADDEN ENGINEERING, A REGISTERED CIVIL ENGINEER, PRINCIPALLY DOING BUSINESS IN GEOTECHNICAL AND THE ABOVE MENTIONED SOILS REPORT. NOTES: ENGINEERING AND/OR APPLIED SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION. THESE 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 25. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN OUR 1. PRECAST REINFORCED CONCRETE MANHOLE PIPE TO MEET REQUIREMENTS OF ASTM C 478 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OFSPECIFICATIONS NTH INCREASES IN REINFORCEMENT AND WALL THICKNESS TO MEET LOCAL E SWAS SHALL BE 0.505. GEOTECHNICAL ENGINEERING INVESTIGATION REPORT ENTITLED "20-08-412" DATED 08/18/2020. REQUIREMENTS. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000 P.S.I. AT 28 DAYS. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS TO THE BEST OF MY KNOWLEDGE, THE REFERENCED REPORT REPRESENTS THE MOST CURRENT AND COMPLETE INFORMATION RELATIVE 2, THE DRY WELL SHALL BE CONSTRUCTED BY USING INTERLOCKING PRECAST SECTIONS, DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY TO THE PROPOSED GRADING OF THE SITE. IT IS THE PROFESSIONAL OPINION OF SLADDEN ENGINEERING THAT THE CONCLUSIONS AND 3, THE FINAL DESIGN SHALL BE APPROVED BY THE CITY ENGINEER. ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE RECOMMENDATIONS RENDERED IN OUR REPORT ARE APPROPRIATE AND APPLICABLE TO THIS PROJECT AND THEY ARE IN SUBSTANTIAL SECTION 7002. OR EOUIVALENT, AS DETERMINED BY THE CIN ENGINEER. CONFORMANCE WITH ALL APPU`FSSIO ODE, ORDINANCE, AND STANDARDS OF PRACTICE FOR THE PROJECT PROPOSED. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3' A.C. OVER 4.5' CRUSHED ^ A.B. ADDITIONAL SOIL TESTIS) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. ?� BRETT ti ANDERSON FL' 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL S? No. 045389 rcl OF "R' VALUE TESTS FOR ROADWAY SUBBASE. pc CIVIL 38 t 5/!"� 2 ExIST�WALL 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED ENGINEERING 'f y5 ' ~/ TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL BRETT L. A RSON �OF CAI LFT'' . STAMP DATE TC DRIVEWAY( Z EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. FS OF THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE BW EG VA� TOC4 3% MIN. MAX OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WffH THE METHOD OF OBTAINING THE PRIVATE ENGINEER NOTE TO CONTRACTOR OR FG TOC IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. 2% MIN. ` MAXISUFFICMENT UM DENSITYUCURVESJTY USD BRMTHE FIELD TECHNICIAON SHALL BE N. RESPONSIBLE TO VERIFY THE ACCURACY OF THE 1. RESPON3BILEDFOR,NOR LIABLE ES FOREENGINEER UNAUTHORIZEDEPARING CHANGESHESE TO OR PLANS OFNOT BE TTHESE 2U�_k. \Oji EARTHWORK QUANTITY ESTIMATE PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, THE PREPARER OF THESE PLANS. /\/, BOC CURB FL FOR PERMIT PURPOSES ONLY INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND HOLD HARMLESS INDEMNIFICATION CLAUSE: DRAINAGE. CONTRACTOR IS RESPONSIBLE TO CALCULATE HIS OWN QUANTITIFS FOR BIDDING PURPOSES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 6" ,y4 REBAR 8 18" O.C. -- 15. THE FINAL LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION THE PROJECT �$ CHANNEL (�) j4 REBAR RAW CUT = 2,090 C.Y. APPROVAL STATEMENTMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL RAW FILL = 2,300 C.Y. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE HEIGHT VARIES CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOD THE CTTY COUNTY, THE OWNER, AND 4_ OVER EXCAVATION = 10,445 SFX 3 FI = 31,335 SF = 1,160 C.Y. BUILDING BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE / TOC -FS-1" 6" MINIMUM BUILDING PERMR(S). THE PRIVATE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY SECTION A -A HEIGHT VARIES 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 1 FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR EXISTING UNDERGROUND STRUCTURES: NOT TO SCALE 6" MINIMUM `:• UTILITY PURVEYORS TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC CONCRETE CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES ' b • IMPERIAL IRRIGATION DISTRICT SOUTHERN CALIFORNIA GAS COMPANY TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES (800) 303-7756 (800) 427-2200 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT (760) 335-3640 THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE SATISFACTION OF THE CIN. WITH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE DRAINAGE CHANNEL DETAIL T SPECTRUM BURRTEC WASTE & RECYCLING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY NOT TO SCALE(844)836-2792 (760) 340-2113 OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BASIS OF BEARINGS THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: FRONTIER COACHELLA VALLEY WATER DISTRICT THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VISTA BONITA TRAIL, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT (855) 823-4034 (760) 398-2651 BEING N35'09'19T: PER MB 166/95-97, DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PREPARA71ON O47F 5//1/202/ 2 BENCHMARK: APPROVED BY: CITY OF LA QUINTA SEAL SEAL PREPARED BY: IN THE CIN OF LA QUINTA D e L ERT ELEVATION: 492.684' (NAVD88+500.00') FESS/0N FOMOTOR SHEET Iu("iu1 DESCRIPTION4' BRASS RTO CORNER OF CATTCHSBASIN OLOC TED 260' SSO�� STREET Y OF THE DN THE INTERSECTION A,P V K PO 4f DIAL TWO WORKING MADISON STREET AND AVENUE 54. 4�1° Z ENG/NEER/NG PRECISE GRADING PLAN 1 BEFORE DAYS BEFORE w YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PVNS IS RESPONSIBLE FOR ASSURRIG THE AOCILPACY ¢ No. 47284 T, FOR AND ACCEPMBUTY OF 7HE DESIGN HOMCN, N THE EVENT OF )I REPWES ARISING Alm % /z 1 * * OF L SHEETS APPR. A. DATE: 225 S. CIVIC DRIVE, SUITE 1-5 80805 VISTA BONITA TRAIL 21 TOLL EAE£ I-1100-227-2NM DATE. D6CRIPfMN COUNTY APPROVAL OR CURING CONSTRUCTION, THE PRNA7E DIGNDR SHAL BE RESPONSIBLE `P W 5 (Zo FILE NO. BRYAN MCKINNEY, P.E. 4r CIVIL ps DATE: PALM SPRINGS, CA. 92262 A PUBLIC SEMICE BY FOR DETERMINING AN MCERMBLE S0UJTKW AND WVSNG THE PVNS FOR APPROVAL BY CITY ENGINEER f OF CAUFfF' PHILLIP K. FOMOTOR PE., PLS. (760) 323-1842 FAX (760) 323-1742 APN: 777-040-017 u6oERCRou6o sERmcE ALERT DESIGNED BY: CHECKED BY: PKf TIE COUNTY. R.C.E. NO. 49418 EXP DATE 9-30-22 R.C.E. NO. 47284 IN SEC. 4, T.6S, R.7E, S.B.M. (TW526.1 (BW521.E (TW526.81) (BW521.84)� 1 5.7x FL5202 F5520.33 4% O�FSS2QSO 1 I IFS5201.85 T II `NG51 E1pST. TELEPHONE 72,4 (BW/EG520.36)@ STRUCTURE � 4.4% BOC/FL519.43 T00521.12 0 T00520.15 C 75. BSL S 0 K T00519.86 Z'/ N I DI - (BW520"19) 0.5X a � 3fC51 5 FSS Cj 75,'521.92 ty 0 I 5 26 4 FS521:00 11% Z 11. 70 N O I 19.3\. D I N� 7_2% D 2 0 2.07 O\ O 1.5% 11 95 I NQ i K 0 118.7' 21.00 BOC/FL519.71 T00520.84 4 �S$ 4 1.01 C521.52 'TC521 58 5520.86 FS52092 TC521"75� FS521.09 `5521:56, O 1, N " "hI (BW/EG520.36)@ T00520.33 BOC/FL519.43 T00521.12 (BW/EG520.25 T00520.15 BOC/FL519.36 T00519.86 (TW525.45) _ - (BW520"19) 0.5X K Cj 75,'521.92 ty FS52 26 4 N ci 19.3\. N� 1.80 2.0% �d N 2.20 d FS522.2D T `5522.7 O y N 2.0% 7 n in FS521 42, FS522.20 2.y7 2 COVERED PATIO PROPOSED BUILDING `5521.53 20% FF 522.30 COVERED PAD 521.8 OPATIO a 5521 53 `852220 2 5" STEP 1.90 1"8 N Y207FS522.20 2.G%% COVERED PATIO 220 FS522.20EP FG521.F 2.0%1 rFG 9.3 FS521.26 h `5520.56 S27 1 1 22_� `5530.30_ I 2�I1 MATCH DRIVEWAY P' 0% TO EXIST. STREET u" 48% ® q• I `852013 .� `8520.59 TC521.6; FS52026' Q X52101 �TC521119 �1AS 3� FL520.0 (TW525.27) FG520.0 (BW/EG51 .62 S (BW519 97) (EG519.5) FG520.35 /1 ` �(1W525.90) T00520.32 EXIST. TELEPHONE J (EDW521.33) (TW525'87) BOC/FL519.82 STRUCTURE (8W519.97) T00520.46 EXIST. ELECTRICAL STRUCTURE I I I 5" STEP 1.90 \� IFS521.6W Tn L 2170 N v m 4 -(BW/EG519.68)O6 FG520.18 T00520.15 BOC/FL519.65 T00520.93 FS521 J2 `S 2j 7 \ T a$ ,A��/ -" `FL521.3 j6 ' �FS521.6T FS522.11-� 6" STEP FS522.44 4" STEP o FS522.60i ro 2" STEP FS522.44- 4" STEP SI 1 6' ST 6" EP., lik 1FL521.2 LF 8% ' 521 62 Iia N `` YF5521.80 D FS521.01 11 1 5521.45 `m BSLT ---FL519.3 34) (BW519.65) `(8W/EG519.62)© FG519.77 T00519.91 BOC/FL519.41 T00519.91 NORTH 0 20' 40' 60' 80' SCALE 1"=20' T � T 520 \ `(TW525.64) BSL � �(BW520.86) S?p � 579 \ FS524p20 _ \ `1518.4 NN�N�NVI tOWJTNAW g � FL518.3 519 i i BSL I^ RETENTION BASIN REQUIRED STORAGE=12,041CF PROPOSED DRY ^WELL �(TW525.65) (BW519.71) \ o \ II U(lI�CDNN N(JI W AT2I OfJOD Ipp I I I I I I P.U.E, AND DRAINAGE EASEMENT PER M 5 �J � � SFigSO qCA r (TW52601) (BW520.48) (TW525.3fi1 �-(TW526.18) (BW520.03) `-(TW526.21) (BW519J4) CONSTRUCTION NOTES O1 CONSTRUCT DRIVEWAY APPROACH, MODIFIED FOR NO SIDEWALK OR CURB, PER CITY OF LA QUINTA STD PLAN NO. 221 O2 CONSTRUCT 6" THICK PCC DRIVEWAY PER CITY OF LA QUINTA CONCRETE SPECS. STD PLAN NO. 200, AND SOILS ENGINEER'S RECOMMENDATIONS O3 CONSTRUCT 4' THICK PCC WALKWAY/PATIO AREAS PER CITY OF LA QUINTA CONCRETE SPECS. STD PLAN NO. 200 AND SOILS ENGINEER'S RECOMMENDATIONS O4 CONSTRUCT TYPE D CURB PER RIVERSIDE COUNTY STD DWG 204 O CONSTRUCT CONCRETE DRAINAGE CHANNEL PER DETAIL ON SHEET 1 O CONSTRUCT ROCK SWALE WITH SPLASH PAD, DIMENSIONS PER PLAN O7 REMOVE/RELOCATE EXISTING TREE PREPARA ALN DATE' 5/11/2021 (� BENCMMARK: SEAL SEAL /pl EIEVAnON: 492.eea' (TuvOeea500.00') APPROVED BY: CITY OF IA QUINTA PREPARED BY: FOMOTOR IN THE CITY OF LA QUINTA KK SHEET DESCRIPTION: t^^' DN,� 4' Bl�CATCH ov ON THE EASE SIDE OF TME STREET IN THE NORTHWEST e� R K <D f PRECISE GRADING PLAN 2 CORNER of CATCH DBASIN.AVE UE 54.D 260' SIXRHERLY OF THE INTERSECTION OF ~� yc ENG/NEER/NG DIAL 11Y0 NDfU(ING MADISON STREET AND AVENUE 54. h Q= U A 9 YOU DIG YOU DIGS THE PRIVATE ENGINEER SIGNING THESE PLNIS IS RESPONSTBIF FOR ASSURING THE ACCUBICY a No. 47284 FOR OF 2 SHEETS APPR. AND EPTABUTY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES PRISING AFTER DATE : ACCDATE: "�1(i Zl * * 4 225 S. cmc DRIVE, SUITE 1-s 80805 VISTA BONITA TRAIL Tou FREE 1-1100 M-21100 DATE: DESCRIPTION COUNTY APPROVAL OR DURING CONSTRUCDON. THE PRIVATE ENGINEER SKALL BE RESN>ISIB>_ BRYAN MCKINNEY, P.E. �� CIVk IV DATE: 5 ?A�21 PALM SPRINGS, CA. 92262 FILE N0. FOR DETERMINING AN ACCEPTABIE SOLUTION AND REVISING THE PUNS FOR APPRWP BY CITY ENGINEER Tf D d1-? APN: 777-040-017 A PUBLIC srmtSE BY FCAIIE PNILLIP K. 47284 R PE., PLS. (760) 323-1842 FAX (760) 323-1742 UNDERGROUND SERVICE HERE DESIGT/ED �' CHECKED BY: PKF THE cWNrv. R.C.E. NO. 49418 EXP DATE 9-30-22 R.C.E. NO. 47284 1 1 IN SEC. 4, T.6S, R.7E, S.B.M. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA EROSION CONTROL PLAN SITE MAP FOR 1) NORTH IME MIN 60' 90 120' SCALE 1"=30' 20 \ RIBBED WHEEL SHAKER (RIBS 3" TALL QUALIFIED SWPPP DEVELOPER (OSD) PHILUP FOMOTOR-FOMOTOR ENGINEERING - 76G-323-1842 QUALIFIED SWPPP PRACTITIONER (QSP) ROBB HERTZ -HERTZ ENVIRONMENTAL, INC. - 310-415-0716 VICINITY MAP N.T.S. BEST MANAGEMENT PRACTICES (BMP'S (REFERENCE: CALIFORNIA STORMWATER BMP HANDBOOK 2011) EC -1 SCHEDULING EC -5 SOIL BINDERS EC -15 SOIL PREPARATION -ROUGHENING SE -1 SILT FENCE SE -5 FIBER ROLLS SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING SE -10 STORM DRAIN INLET PROTECTION TC -1 STABILIZED CONSTRUCTION ENTRANCE AND EXIT TC -3 ENTRANCE / OUTLET TIRE WASH NS -1 WATER CONSERVATION PRACTICES NS -6 ILLEGAL DISCHARGE CONNECTION NS -7 POTABLE WATER IRRIGATION DISCHARGE DETECTION NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUEUNG NS -10 VEHICLE AND EQUIPMENT MAINTENANCE NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING WM-01 MATERIAL DELIVERY AND STORAGE INA -02 MATERIAL USE WM-03 STOCKPILE MANAGEMENT WM-04 SPILL PREVENTION AND CONTROL WM-05 SOLID WASTE MANAGEMENT WM-06 HAZARDOUS WASTE MANAGEMENT WM-07 CONTAMINATED SOIL MANAGEMENT WM-08 CONCRETE WASTE MANAGEMENT WM-09 SANITARY -SEPTIC WASTE MANAGEMENT WM-10 LIQUID WASTE MANAGEMENT SCHEDULE FOR DEPLOYMENT OF BMPS BMP GRADING UNDERGROUND UTIUTY LATERAL k STRUCTURES PARKING LOT & DRIVEWAY PAVING 3UILDING FINAL STAGES EC -1 X X X X X EROSION EC -5 X x X X X CONTROL EC -15 X X X X X SE -1 x X X x x SE -5 X x X x x SEDIMENT SE -6 x X X X X CONTROL SE -7 X X X X X SE -10 x X X x % TC -1 x X X x x TC -3 x x x x x NS -1 X X X X X NS -6 X X X X X NS -7 X X X X x NON- NS -8 X X X X x STORM NS -9 X X X X X WATER NS -10 X X X X X NS -12 X X X X NS -13 X x X X WM-01 X x X x WM-0 X x X x WM-0 X X x X X WM-0 X X X X MATERIAL MANAGEM INT NOA-0 X x X X WM_O X x X X W7-0 X x X x X WM-o x X x X WIA-0 x X x 'AIM -11 X X x X LEGEND —DIRECTION ROCK .OF ® PROP. CONTOUR LONG TRAVEL (EGRESS) EXIST. CONTOUR --NO- FLOW DIRECTION GRAVEL PAD. 1 1/2' WASHED ROCK. STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTAIN 4* MIN. DEPTH. 40' LONG (GRAVEL TC -1) TRACK OUT DEVICE STAGING AREA: VEHICLE STORAGE, CLEANING AND MAITO BE USED AT SITE INGRESS/EGRESS (NSNIE NSC6 TO NS -RIVAL DELIVERY1,SAND)STW STEE NTS MANAGEMENT (WM-01 TO WM-10) oNw�n NT. CITY OF LA QUINTA coNTRAcroR DESIGNER'S SEAL DESIGN :PPROVFD BY D BY INSPECTOR: FEuip4, S(�o'2i PREPARED FGR ear p K. Fa_4F ENGINE R'SNAME PHILLIP K. FOMOTOR DATE 'br TITLE PRINCIPAL DATE COMPLETED: OBED BOJOROUEZ z R.C.E. No. 47284, EXP. 12/31/2022 CONSTRUCTION RECORD REVISIONS BASIS GP BEARING THE BEARINGS SHOWN HEREON ARE BASED ON THE CENIERUNE OF VISTA BONITA TRAIL, BENCHMARK (TBM) BEING N35'09'19'E PER MB 166/95-97. MOJECT No. DATE 19017 xALt (AS SHOWN) NAME OF FIRM FOMOTOR ENGINI✓ERM FIRM ADDRESS 225 S. CIVIC DRIVE, SUITE 1-5 PALM SPRINGS, CA, 92262 TELEPHONES (760) 323-1842 FAXS(760) 323-1742 l� Will), W BRYAN MCKINNEY, P?E._ CITY ENGINEER R.C.E. NO. 49418 EXP DATE 9-30-22 C CONSTRUCTION LIMIT BOUNDARY AND AREA OF SOIL DISTURBANCE C- - — — 7 WATERSHED UMIT BOUNDARY —X—X— FIBER ROLLS (SE -5) v 0 SILT FENCE (SE -1) GRAVEL BAG BARRIER (SE -6) DATE PREPARED: 04/29/2021 IN THE CITY OF LA QUINTA, CALIFORNIA STORM WATER POLLUTION PREVENTION PLAN SITE MAP FOR 80805 VISTA BONITA TRAIL WDID# 7 33C393706 I FOR: OBED BOJORQUEZ I T.6 S. R.7 E., S.RB. &M APNS AS I.P. No. SHEET No 1 OF 1 SHFETS