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06218GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND 114E LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBUIY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBUC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO 8E RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE UFE OF CONSTRUCTION ACTNITIES FOR THE PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINA PUBUC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING. BRUSHING. OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-704.8. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N 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 MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL URUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL. REPLACEMENT. OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CIN ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL ANO REPLACEMENT SHALL BE DONE BY REGISTERED CML ENGINEER WITH AN RCE NUMBER BELOW 33,966, OR A LICENSED LANG SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONOAY THROUGH FRIDAY 7:OOAAM TO 5:30PM MAY 1ST TO SEPTEMBER 301H: MONDAY THROUGH FRIDAY 6:O0AM TO 7:OOPM WORK SHALL. BE PROH6ITED AHY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTIONS OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOUDAYS. 0R WHEN ACTIVE WORK IS NOT BANG DONE, UNLESS PRIOR AUTHORIZATION TO O SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3.30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED OAILY OF ALL OIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. AU. CONSTRUCTION AREAS SHALL 8E PROPERLY POSTED AND UGHTEO IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. GONERS/DEVELOPERS ARE REQUITED TO A) FILE A NOAGE OF INTENT (1101) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND TO HAVE MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SW G8. LEGEND/ABBREVIATION TC FG FL PE 1W TRW 1F CB SD TOP CF CURB FINISHED GRADE FLONUNE PAD ELEVATION TOP OF WAIL TOP OF RETAINING WALL TOP OF FODTNG CATCH BASIN STORM DRAIN TRACT BOUNDARY SLOPE PERIMETER SCREEN WML RETAINING WALL RIGHT OF WAY (R/W) CFS 0 010 010 0 ST HP TYP. MAX. MIN. FT. NTS CUBIC FEET PER SECOND PEAR FLOW (CFS) 10 -YEAR STORM PEAK FLOW (CFS) 10 -YEAR STORM PEAK FLOW (CFS) PEN( Flo (CFS) STREET HIGH POINT TYPICAL MINIMUM FEET NOT TO SCALE STREET SURFACE MELTON OF FLAW EMERGENCY OVERFLOW ROUTE GRADING NOTES 1 GRADING SHALL BE IN ACCORDANCE NTH TIE ENGINEERED GRADING RECUIREMEMS OF THE CALIFORNIA BUILOING CODE, LATEST EDITION, AND SOILS REPORT N0. 544-13259 UPDATE LETTER DATED DECEMBER 2, 2014. PREPARED BY SLAOEN ENGINEERING TELEPHONE NO.: (760) 863-0847 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLNNCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHN HIS PURVIEW 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER MD DAMAGE TO ADJACENT PROPERTY. 5 AFTER CLEARING, EXISTING GROUNO SHALL BE SCARIFIED AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT ANO FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90' RELATIVE DENSITY PER A.S.T.M. SPEaACATKNS AND 114E ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2' DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SHALES SHALL BE 0.508. 9. ALL FILLS SHAM BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE CALIFORNIA BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH TIE CALIFORNIA BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION S r AC. OVER 4.5"CAB. ADDT110NAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FNA. STREET SECTIONS AFTER SUBMITTAL OF "TY VALUE TESTS FOR ROADYWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT N BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PALCED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHAD. BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPUNGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR NUCLEAR DENSITY GAGE AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT WOOYUM DENSITY DEfERMNATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACIUTIES. WITH LATERALS, SHAH. BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS ANO DRAINAGE. 15. THE FINAL UTILITY UNE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFLL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACIUTIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTSBY THE CONTRACTOR IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFLTRATION FACILITIES, THE CONTRACTOR SRWL CONDUCT, IN THE PRESENCE OF THE CD2' INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED 8Y THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. WSEI0 WATER SURFACE ELEVATION FOR 10 -YEAR STORM UTILITIES WATER. SEWER AND IRRIGATION: COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC: IMPERIAL. IRRIGATION DISTRICT .....-... (800) 303-7756 TELEPHONE. VERIZON .... (800) 483-5000 GAS: THE GAS COMPANY (800) 427-2200 CABLE: TIME WARNER (760) 340-1312 UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANO EXTENT THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME UABJUTY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTRITES OR STRUCTURES NOT REPORTED TO THE UNOERSIGNEO, NOT INOICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. R SHALL BE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS Of THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/1/06 EXCEPT FOR THE REVISIONS NOTED A HEREON. STANLEY C. ORSE R.0 E. 20596 DATE. WY& ALL CONCRETE MIX SHALL BE CLASS 580-0-3250 CONCRETE WITH TYPE V CEMENT PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: 114AT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LUTED 10 NORMAL WORKING HOURS, ANO CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLO DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK 014 THIS PROJECT. EXCEPTING LIABILITY ARISING FROM TM SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. In the City of La Quintal County of Riverside, State of California Rough Grading AMENDED TRACT NO. 31733 - BELLASENO SEE SHEET 4 SEE SHEET 3 F CB 012-1 010=1.1 cfs 010=2.1 cis CB }'L2-4 TRACT NO. 31732 - AMENDMENT NO. 2 010=1.0 cls 0100=1.9 c6 2 3 S7 3B 39 40 41 DELORES CIR 4• E 43 ;T.1. LOT N . BASIN If 51 100 = 2,99 N BOTTOM 412.5 6 4 CB M1-1 111--1.-.- 0111=7.3 cis CB 010.2. 0 45 47 W T, 48 1< CARpENTERIA -•_ CIRCLE BKIN" 0 cfs LOT 0 RET. BASIN "Cr MSE 100 413.88 BOTTOM 10.0 6 7 LST E 100 BOTT C9 0100=4.6 Cf 50 L0T N 49 LOT BB 0 EN o C i L) PG Ci s7 8 v 010=0.8 ds 010=1.7 cfs 58 9 w ► 143-77 ;36 �- 11=. Cs 0100=4.3 cfs RECREATION IAEA LOT L 1 Cs 2 cfs 86 107 P WELL SITE 0=1.0 cf 00=2.1 90 11 110 109 1013 107 106 12 CB 164-2 010.1.3 ds 0100=2.7 ds 13 14 Q100 121 .4 ds 7 cfs 120 LOT L . BASIN 'L 00 =412.16 409.0 LOT L 16 U04 0 16 112 TL• `78 113 0 114 107 M LOT L 17 0 OT L HUNTINGTON WAY 16 19 20 25 22 Q10=3 3 cis 0100=7.0 ds 28 27 28 CB -2 010=0.1 ds 010=01 cls 110=0 1 cfs 0111_1.2 cfs 31 32 CB 010=1. 010.2 33 34 33 3-2 L -3 cfs '45. AVENUE 61 fs SEE SHEET 6 0100.26 ds CB L2-3 SEE SHEET 6 PLANNING & ZONING COMPLIANCE CB A -2 �B 010=0.8 cfs 0100=1.7 cls C8 L2-6 010=0.3 cfs 0100=0.7 cfs NCY OVEFLOW DEVELOPEMENT CONSTRUCTION NOTES 0 CONSTRUCT MASONRY COMBINATION SIREN WALL/RETAINING WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') (SEE SECTION N ON Siff. 2) ® CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PERMIT) (SEE SECTION B ON SENT. 2) 0 CONSTRUCT MASOMt' comma; REINING wives MICE (REQUITES SMARM PET3IT) (RETAINS UP TO 4') (SEE SECTION 0 ON SHE. 2) 0 CONSTRUCT MASONARY RETANNG WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 4') (SEE SECTION ION 5HT. 3) ® EXISTING POWER POLE TO IE RELOCATED PER DRY UTILITY CONSULTANT'S RECOMMENDATION 0 CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') © CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PLRMT) (RETAINS UP TO 2.67') 10 CONSTRUCT 4" PVC SO4135 DRAIN UNE 111 CONSTRUCT 12'X12' GRATE INLET (BROOKS PRODUCT 11212 W/ PARKWAY GRATE OR APPROVED EQUAL) CO INSTALL BACKWATER VALVE W/ CLEANOUT PER DETAIL SNR. NO. 2 (SMITH 7022) 704 LF 1,044 LF 1,914 IF 578 LF 5EA 3,601 IF 150 LF 410 LF 4 EA 2 EA L UPDATE GENERAL NOTES, GRADING NOTES, SOIL'S ENG. 4.144h CERT., OWNER, QLWRRIES AND ECR SIGNATURE TO REFRESH EXPIRED PIAN. ALSO UPDATE QUANTITY EST. MARK REVISIONS APPR. 1 DATE DESIGNED BY' DRAWN BY' CHECKED BY• C8 11.2-5 0100.5 ds 0100=0.9 cfs i SHEET INDEX INDEX MAP SCALE I"=120' SHEET 1 COVER SHEET SHEET 2 SECTION & DETAIL SHEET SHEET 3 ROUGH GRADING PLANS SHEET 4 ROUGH GRADING PLANS SHEET 5 ROUGH GRADING PLANS SHEET 6 ROUGH GRADING PLANS PREPARED UNDER THE DIRECTION OF: DATE: Y/Y//(o S ANLEY C. MO EXP, BATE 9/30/17 RCE. 20596 S APPROVED BY: ''OTHY R. . • N XP 6• E 12 ENGINE R RCE. 45843 DATE: TlTT(iL CITY 16 CONSULTING PLANNERS MORSE SCHULTZ UNDERGROUND UTILITIES AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL. NOTIFICATION CENTER AT LEAST TWO PRIOR TO EXCAVATION MND, F PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GWEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVAUD. VERIFICATION NUMBERS EXPIRE N 14 DAYS. FOR BEST COMMUMCA110N, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE J08 SITE. FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 PHONE - 811 SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOIL'S ENGINEER DECLARES THAT HE HAS RECEIVED THIS GRADING PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT BY HLLTOP GEOTECHNICAL INC.. REPORT NO. 1, PROJECT N0. 1009-A15, DATED AUGUST 17, 2015 HILLTOP GEOTECHNICAL 786 S. GIFFORD AVENUE SAN BERNARDINO, CA 92408 (909) >}90-9079 SUNDARAMOORTHY SRIRAJAN, DATE GE NO. 2871 OWNER / DEVELOPER VTL PALIZADA, LLC 23 CORPORATE PLAZA. SUITE 150 NEWPORT BEACH. CA 92660 949-300-3599 ASSESSORS PARCEL NUMBER 764-750-001 THROUGH 764-750-070 764-750-001 'THROUGH 764-750-077 A NOTE ON-SITE STORM DRAIN AND STREET ARE PRIVATE FLOOD ZONE FLOOD ZONE DESIGNATION "D' - PANEL 06024529508 DATED: AUGUST 18, 2003 BASIS OF BEARING CITY of LA QUINTA Plan Set No. O(,Lty BEARING HEREON ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 35, TES. R7E, SEAL BEING ALSO THE CENTERLINE OF AVENUE 62 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RNERSIDE, STATE OF CALIFORNIA BEGIN NORTH B9'26'58" EAST AS SHOWN ON A MAP FILED IN BOOK 84, PAGES 4 THROUGH 6 OF RECORDS OF SURVEY OF SAID COUNTY. EARTHWORK QUANTITY ESTIMATE DISTURBED AREA = 37.0 ACRES REMEDIAL GRADING ONLY (0.5' OVER PROJECT SITE) SHRINKAGE (0Z-5%) USE 2.5% <837> CY ADJUSTED PADS (N((BASINS) 1W QUAD.) 1,360 CY 64 CY SHRINKAGE (0%-5%) USE2.5% < EXCAVATIONS 54> CY TOTAL 54,060 CY 41,822 CY CUT 33.487 CY FILL 29.847 CY 11,775 CY EXPORT TO TRACT 31732 12,438 CY NOTE: PROJECT SITE HAS BEEN ROUGH GRADED PER ROUGH GRADING PLAN. CITY OF LA QUINTA PLAN SET N0. 06218. APPROVED DEC. 1, 2006. SEE HILLTOP GEOTECHNICAL REPORT DATED AUGUST 17, 2015 FOR REMEDIAL GRADING RECOMMENDATIONS. 41169 Bowel walk VAN 219 Puim D.,.4, CA 92211 Vola: 760.674.3776 d.,s96=41cmwli4A 8 ENGINEERS SURVEYORS SCALE: SEE ABOVE DATE: MARCH, 2016 BENCH MA A 41: FO -109-70 ELF/ ECFV. 27. 941 139-70 CHISELED 50U4RE CN CANAL BRO0C SOLR}IEA51 1644 MW. 7.0 ACES 30U84 KONG 4CASCN ST. EAW HAY I11. LIEN 2.0 MLE5 9EST ALCM AEMIE 'A. 45 FT. HEST OF M006OH 57. 4110 IT SOUTH Of AVCNIE so. WDID # 7 33C375614 IN THE CITY OF LA QUINTA. STATE OF CALIFORNIA AMENDED TRACT NO. 31733 BELLASENO ROUGH GRADING COVER SHEET A PORTION OF SV1 1/4 OF THE THE NW 1/4 OF SECTION 35. T 6 S, R 7 E. S.B.B. & M. SHT 0 g J W 1h 4- M O 2 0 1- H W Z W z a 0 0 OF 6 SHTS. 0 FOR: VTL PAUZADA, LLC WO 110: z I:\87502\31733\RG\RG- 3/30/16 � ------------------------ GENE-RAL NOTES GAS: THE GAS CO PANY (800) 427-2200 GR,A%h DING N, OTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR, PUB% IC WORKS CONSTRUCTION, LATEST EDITION, AND 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING THE CITY OF LA QUI%%'NTA STANDARD PLAN%$, DATE AUGUST 21, 2001s OR LATEST EDITION, REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH SOILS REPORT, NO.2, PROJECT NO, 504—AD5 2%. IT SHALL BE THE RESPONSIBILITY OF THE OM-LOPER/OWNER OR CONTRACTOR TO APPLY TO THE DATED: APRIL 22, 2005 CITY Or LA% OUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE PREPARED BY: HILLTOP GEOTECHNICAL MP RESPONSIBLE FOR SATISFACTORY C%'O% LIANCE WITH ALL CURRENT ENVlRON,"M,%%%ENTAL REGULATIONS TELEPHONE NO. (909) 8%90-9079 DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STUDIES AND/OR SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL PERMITS MAY BE REQUIRED. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE EXAMINED. THE CONTRACTOR IS R%%EQ%U%I,RED TO TA%KE DUE PRECAUTIONARY SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTl%N%G LIABILITY ARISING 1LARK WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING CONCERNED BEFORE 'STARTING WORK, GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, 4. THE CONTRACTOR SHALL O%8TAfN ALL PERM,%%I%lS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE GRADING, BRUSHING OR CLEARING AND EACH PHASE Or CONSTRUCTION AT (760) 777-7075 AND 48 PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. HOURS PRIOR TO REOUIRI% G INSPECTIONS. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED AS RECOMMENDED 6THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIM ATE WAY ONLY. BY THE SOILS REPORT. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITES BEFORE 'Y AND ALL DAMAGES WHICH MIGHT COMENCING WORK. HE AGREES TO BE FULLY RESPONSBILE FOR AN 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 21. BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION 7, THE CONTRACTOR SHALL BE RESPON%,%%BlSBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF PER THE ABOVE WENTIONED SOILS REPORT. ALL REGULATORY, WARNING AND GUI E SIGNS. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2 %. DRAINAGE SHALL BE A 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MIN%I,%MUM Or 2* FROM THE THE %CITY ENGINEER,. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE SHALL YE APPROVED BY THE CITY ENGINEER. 0,50%, 9THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON 9. ALL FILL$ SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A OF MAXIMUM DENSITY AS DETERMINED BY THE CURRENT ASTM D1557 TEST METHOD. REGISTERED CIVIL ENGINEER WITH AN R.C.E. N MBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY, 10, ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS PER SOIL REPORT. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN TO DETERMINE EXACT SECTION REQUIREME%NTS. THE CITY ENGINEER SHALL APPROVE OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: THE FINAL STREET SECTION. OCTOBER 1ST TO APR[ 30TH': MONDAY — FRIDAY 7:00 AM TO 5:30 P%M L 11, THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SATURDAY 8-00 AM TO 5:00 Pm SECTIONS AFTER SUBMITTAL OF "It VALUE TESTS FOR ROA%DYW AY SUBBASE. MAY IST TO SEPTEMBER 30TH: MONDAY — FRIDAY 6:00 AM TO 7:00 PM 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL SATURDAY 8:00 AM TO 5:00 PM ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. ALL FILL PALCED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAM% LINGS. 11, ALL TRAVELED WAYS MUST BE CLETAND DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE % ACTION REPORT AND APPROVAL FROM THE SOILS 13%, THE FINAL COMP CITY ENGIN tER. ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN—PLACE DENSITY, IT 12. ALL CONST ION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE W H THE WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO UPON, HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS, VERIFY THE ACCURACY OF 'THE MAXIMUM DENSITY CURVES USED BY THE FIELD 13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELO%PERS ARE REQUIRED 14. ALL UNDERGROUND FACILI]TES, WITH LATERALS, SHALL BE IN PLACE AND TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (S%%W%%RCB), PREPAR INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A STORM WATER POLLUTION PREVENTION PLAN (SWP%PP) AND MONITORING PLAN FOR THE SITE. THE SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON%—%POi',NT% S0U%,RCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 1%4, THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW 16, BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF SEPARATE BUILDING PERMIT(S). THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN RNSIONS STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT SHALL BE BORNE BY THE iMPROVEMENT SPONSORS. IMPROVEM%%ENTSBY TI -I CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAOE RETENTION/tNFILTRATION FACILITIES, THE CONTRACTOR 15, THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE AL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE APPROVA TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUN%TlONAL ADEQUACY OF THE P LA NS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE FACILITIES. LAT WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REG%U IONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. LEG", WASSREVIATIO Tc TOP OF CURB CFS CUBIC FEET PER SECOND FG FINISHED GRADE 0 PEAK FLOW (CFS%) FL FLOWLINE 0100 100—YEAR STORM PEAK FLOW (CFS) PE PAD ELEVATION 010 10—YEAR STORM PEAK FLOW (CFS) TW TOP OF WALL 0 PEAK FLOW (CFS) TRW TOP OF RETAINING WALL ST STREET TF TOP OF FOOTING H%%P HIGH POINT cs CATCH BASIN TYP. TYPICAL SD STORM DRAIN MAX MAXIMUM TRACT BOUNDARY MIN. Mlist[MUM SLOPE FT. FEET NTS NOT TO SCALE PERIMETER SCREEN WALL R/W RIGHT OF WAY RETAINING WALL STREET SURFACE DIRECTION OF FLOW EMERGENCY OVERFLOW ROUTE WSE 100 WATER SURFACE ELEVATION FOR 1 00—YEAR STORM MUTES WATER, SEWER AND IRRIGATION' COCHELLA VALLEY WATER DISTRICT (760) 39%8-2651 ELECTRICT: MP RIAL IRRIGATION DISTRICT (800) 303-7756 1= GAS: THE GAS CO PANY (800) 427-2200 ALL CONCRETE MIX SHALL BE CLASS 5160—C-3250 CONCRETE WITH TYPE V CEMENT CABLE: TIME WARNER (760) 340-1312 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ' THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. TO A%SS%UE LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RESULTING FROM EXISTEN%%CF,' OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXAMINED. THE CONTRACTOR IS R%%EQ%U%I,RED TO TA%KE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM MEASU%RES TO: PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTl%N%G LIABILITY ARISING 1LARK ' RESPONS1,81LITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CONCERNED BEFORE 'STARTING WORK, DESIGNED BY. AME kP TRA (T 31732, VA CA NT �AME*DED 49 RESIDENITAL LOT 4:W ., Ca. J 4) m TRW=TOP OF RETAINING PER PLAN RETEN17ON/OPEN SPACE LOT PAD v 2' MIN o BENCH FG PER PLAN TF=TDP OF FOOTING PER PLAN VIEW FENCE PER SEPARATE PERMIT RETAINING WALL PER SEPARATE PERMIT RETAINING WALL PER SEPARATE PERMIT SECTION NOT TO SCALE AMENDED TRACT NO. 31733 4" SUBDRAIN PER CITY STD. PLAN (BUILDING & SAFETY DEPARTMENT) PAD 5.'7 SLOP ELEV. PER PLAN BOTTOM RET. BASIN TW =TOP OF SCREEN WALL NE m TRW =TOP OF RETAINING WALL PER PLAN EXISTING GROUND 1 TF=TOP OF FOOTING PER PLAN ZERO TOE FOOTING RETAINING/SCREEN WALL PER SEPARATE PERMIT SECTION NOT TO SCALE Ferrule And Covert Regularly Furnished With Fig. 7022 Scil Pipe Furnished And Cut To Correct Height By Contractor SMITH MODEL NO. 7022 BACKWA TER VALVE WITH CLEANOUT NTS PAD ELEVATION OR FINISHED GRADE 10' FROM STREET CURB FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/01/06 EXCEPT FOR THE REVISIONS NOTED4HEREON. STANLEY C. MORSE R.C.E. 20596 DATE: Y/Y//. TOP OF SLOPE AMENDED TR. NO. 31733 LOT BB VARIES -9.5' MIN. 24" MN j MAX. SUBDRAIN PER CITY STD. PLAN (BUILDING & SAFETY DEPARTMENT) 02Z MIN 3:1 MAX. 0 A.P.N. 764-290-003 ti ti TW =TOP OF SCREEN WALL TRW =TOP OF RETAINING WALL SECTION NOT TO SCALE AMENDED TRACT 31733 TW =TOP OF SCREEN WALL PER PLAN PAD PER PLAN EXIST F.G. PER PLAN EXISTING GROUND TF=TOP OF FOOTING PER PLAN AMENDED TRACT 31732 V 6' MAX. SCREEEN WALL PER SEPARATE PERMIT 2MIN 15' SCREEN WALL PER SEPARATE PERMIT SECTION NOT TO SCALE R/W 8' OPEN SPACE LOT rss PAD L/L VARIES • 4' M1N./6' MAX. LIMITS 0( MEANDERING TRAIL 7' MIN. 2' 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER OFFSITE IMPROVEMENT PLAN 18" x 1 1/2" RETENTION NOTCH SEE DEATAIL "A" HEREON 8' WIDE BERM REOUIR£D WHEN "H" IS GREATER THAN 5' 2X TOE OF SLOPE RETENTION BASIN SLOPE SECTION Nor TO SCALE 2X 4 6' MIN. WALL 2' MIN _ BENCH FG/TRW PER PLAN VAR. 0'-2.5' (MAX) - SCREEN WALL PER SEPARATE PERMIT SECTION MOIME STREET (PUBLIC STREET) NOT TO SCALE 1Z MINIMUM 20X MAXIMUM 7F =TOP OF FOOTING PER PLAN MINS RAY 15' 7' 2' 8' SIDEWALK PER SEPARATE PLAN 2Z Ir. 5' OPEN SPACE LOT MA 2' MIN BENCH EXIS17NG GROUND SECTION AVENUE S1 (PUBLIC STREET) NOT TO SCALE RESIDENTIAL LOT + OPEN SPACE LOT vws TW =TOP OF SCREEN WALL 1 6' MAX. SCREEEN WALL PER SEPARATE PERMIT PER PLAN PAD 2' MTN BENCH TF=TOP OF FOOTING PER PLAN TW =TOP OF WALL 12"0'OF MIN. SCREEN WALL PER SEPARATE PERMIT SECTION NOT TO SCALE PER PLAN 2' MIN BENCH FG PER PLAN ao 5' MIN. EX/STING GROUND 16.5' AT LOT FRONTAGE z 0. PAD 15' R/W 1.5' 10' P.U.E. PAD 28 NO PARKING ALLOWED R/W 144 AT SIDEYARD I. ADJACENT TO STREET 1 1.5' PAD :H et - AMENDED 1R. NO. 31733 1),:z. LOT 36 JJI Q 1i �Y SUBDRAIN PER CITY STD. PLAN (BUILDING & SAFETY DEPARTMENT) PAD A.P.N. 764-290-003 SECTION NOT 10 SCALE TW =TOP OF SCREEN WALL TRW =TOP OF RETAINING WALL PER PLAN EXIST. F.G. /PER PLAN EXISTING GROUND DETAIL "A" (RETENTION NOTCH) OftLY OCCLRS ALONG MIONNROE STREET DETAIL PER CITY STD. 260 NOT TO SCALE V LOT P AND LOT AA VARIES -9.5' MIN. AMENDED TR. NO. 31733 ix MIN 2g MAX' SUBDRAIN PER CITY STD. PLAN (BUILDING & SAFETY DEPARTMENT) UNE LOT VARIES 1.5,Z-2% ----------- L 10' P.U.E. F ir VARIES --ROUGH GRADE UNDERCUT TYPICAL INTERIOR STREET (DEAD END PORTION) PAD LIMIT LINE PAD 3 TW =TOP OF SCREEN WALL 0 A.P.N. 764-290-003 TRW =TOP OF RETAINING WALL 5 N z T r N SECTION NOT TO SCALE 4 5 i MIN z Caa PAD ro PER PLAN EXIST F.G. PER PLAN EXISTING GROUND TF=TOP OF FOOTING PER PLAN R/W 16.5' AT LOT FRONTAGE 10' P.U.E. 16' Of 18' IF=TOP OF FOOTING PER PLAN PAD 211 MAk 2' 4 4' BERM DETAIL SECTION X -X BERM REQUIRED WHERE PAD DIFFERENCE IS 3' OR GREATER NOT TO SCALE 028.4 SLOPE X 4- 2:1 MAX aI -1E C SEE SECTION 11 r NIS X4— SWALE 0.5% MIN 121.1 FL/HP =PAD - 0.3' 1,X -X BERM DETAIL) T �-I I - t I I1 Jy h GRADE BREAK h e DIRECTION OF STREET FLOW 1 121.4 SWALE 0.5% MIN GRADE BREAK PAD LIMIT LINE RIGHT OF WAY (BACK OF CURB) LOT NUMBER (TYP.) PAD ELEV. (TYP.) (120.44] TYPICAL LOT ROUGH GRADE PAD AND DRAINAGE DETAIL NOT TO SCALE CITY of LA QUINTA Plan Set No. D(,21(6 STREET UNDERCUT SECTIONS NOT TO SCALE . (10' P.U.E. TYP. - SEE PLAN FOR EXACT WIDTH) SFS 2% R/W LNE LOT AT SIDEYARD I. ADJACENT TO STREET 16' OR 18' 1.5' I 4 10' P.U.E. ti 1' - TC= tf FS 10.05' 4 2% • L---------- ------ --- -------- --egftm — ROUGH GRADE UNDERCUT TYPICAL INTERIOR STREET VARIES PAD ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT WDID # 7 33C375614 UNDERGROUND UTIUTIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED_ THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. R SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES DR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LtMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. A. UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN 676 MARK REVISIONS DESIGNED BY: DRAWN 8Y: CHE APPR. KED BY: DATE PREPARED UNDER THE DIRECTION OF: T E: yfyl/l. STANLEY C. MORSE EXP. DATE 9/30/17 R.C.E. 20596 APPROVED BY: % DATE: A4 TH R. JO S ?L EXP. DATE 12 ENGIN EE R.C.E. 45843 6 CONSULTING PLANNERS MORSE SCHULTZ 41865 Boardwalk Suit. 218 Palm Desert, CA 92211 Voiu: 764674-5776 cberghOmdaca,sNli genet ENGINEERS SURVEYORS SCALE: SEE ABOVE DATE: MARCH, 2016 BENCH MARK: PD -109-70 REV. ELEV. 27. 941 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWr.111, THEN 2.0 NILES WEST ALONG AVENUE 50, 45 FT, WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA AMENDED TRACT NO. 31733 BELLASENO ROUGH GRADING SECTIONS AND DETAILS A PORTION OF SW 1/4 OF THE THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B. & M. SHT. i2 OF 6 SHTS. FOR: VTL PAUZADA, LLC W.0 NO: I:\87502\31733\RG\RG-02 3/30/16 O z W N Q J J W m M M ti 1 M z U 1- H W O z W 0 z 0 0 0 0 LOTS 69-73 PAD ELEV, PER PLM SEE SEDDON 1 BELOW FOR DETAIL 0 F REDOING NALL AND BENCH LOTS 62-68 PAD ELEV. PER PUN 2% • LOT LL 84511V M NS100--410.87 ANArNJrD TRACT 3i732 r j\JS J ii"ii - VACANT' SLATE 3:1 MAX. 1X MMILWUM 845I1V 80TT0111a40Z0 20X lAWMUM 430.00 TW 423.70 FO 424.00 TRW 422.00 F7; 420.00 IF 401.0 - BOTTOM ac ')h*P'.- P1341FAB&E AMTERI4L 430.00 1W 423.90 FO 424.00 TRW 422.00 FG 42000 IF CROIUNDWATER ELEVATION = 395.l PER AIILLTOP CET)TE11ffi 7AL /NYES11G4INAV RATED OCT. 23, 2015 BASIN M PERMEABLE LAYER SECTION NOT TO SCALE 430.00 1W 424.10 FG TRACT BOUNDARY 105.24' osX F I -I O 1 II II II II I I 0,5% MMI P� ; '� 419,9 1 I N 1IN 11 1.1-I \ 106.24' 0.5X A 60.01' 40' 20' 0 10' 20' 40' 1" GRAPHIC SCALE 12 0.5% AW+ C419.ED C419.5� 16.5' FROM CURB PAD UMIT 4.95' �v 55.05' ,. 60.00' 51 (419. 17.12' 60.00' 424.00 TRW 422.00 F0 420.00 TF RESIDENITAL LOT RETENTION/OPEN SPACE LOT 430.00 1W 424.10 FC 424.00 TRW 422.00 PG 420.00 TF TRW=TOP OF RETAINING PER PLAN RETAINING WALL PAD Mk. „ PER SEPARATE PERMIT .v/,7 8' MIN • BENCH FG PER PLAN �+ TF=TOP OF FOOTING o PER PLAN © ?' SECTION NOT TO SCALE 430.00 7W 423.90 FC 424.00 TRW 422.00 fG 420.00 TF 55' 115.09' 0.5X Aaw 4\ 18.7 0.5% MIN N 4 (4-19.) 0.5% MIN 16.5' FROM CURB PAD UMIT 60 RETAINING WALL PER SEPARATE PERMIT 430.00 TW 423.60 FC 424.00 TRW 42200 PC 42000 IF 0.5% MIN 8' OPEN SPACE SEE NOTE 12 I 105 5X MIN I 1 0.5X MIN 16.5' FROM CURB LOT M 69 () 418.0 0.5% MIN 1 1 18' 0.5% MIN 4170 115.28' O. 0,5% MIN 16.5' F CqF 416.9 110.03' 05. O 0.5% MIN (� 54 416:3) 10sas.0.5% W -r- • 1.00 TRW 12.00FG �� 4 0.00 TF • \ 111 "1f RETENTION I I 1 IM BASIN "M' W.SE. 100 =410.87 \ O7TOM OF BASIN =4074 LOT M 11 (PRIVATE) 1 ELEV. PER PLAN BOTTOM RET. BASIN RETAINING WALLS PER SEPARATE PERMIT CONSTRUCTION NOTE 0 CONSTRUCT MASONRY COMBINATION SCREEN WA RETAINING WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') (SEE SECTION H ON SHT. 2) 0 CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PERMIT) (SEE SECTION B ON SHT. 2) Q CONSTRUCT MASONRY COMBINATION RETAINING WALL/VIEW FENCE (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 4') (SEE SECTION G ON SHT. 2) ® CONSTRUCT MASONARY RETAINING WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 4') (SEE SECTION I ON SHT. 3) Q CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') LINE TABLE LINE LENGTH BEARING T1 131.59 N90'00'00"W T2 70.07 NO5'58'46"W T3 190.34 N89'00'00" E T4 46.97 N78'49.12"E CURVE TABLE C n R L T 01 1 1'20'20" 600.00 118.74 59.57 C2 24'03'23" 600.00 251.92 127.84 C3 11'10'48" 200.00 39.03 19.57 C4 58'20'00" 95.00 96.72 53.02 C5 25'41'13" 600.00 268.99 136.80 C6 19'20'08" 250.00 84.37 42.59 C7 37'54'18" 400.00 264.63 137.36 C8 0'58'54" 1000.00 17.13 8.57 C9 20'42'56" 300.00 108.47 54.83 010 20'32'18" 400.00 143.38 72.47 UNDERGROUND UTILITIES NOTES: 43000 7W 42934 IW 42330 FG LOT N WS.E. BO., SLOPE 0.5X MIN 114,96'-� 3:1 0.5% M1N BASIN 141TEr % N =412.99' OF BASIN =412.5'7 rw lb/ 416 LL EY- iBr- MIN 11.1 I. I 423.34 TRW 421.34 PC 419.34 IF 429.34 TW 423.00 FO 423.34 TRW 421.34 FG 419.34 IF 41 .00 TRW VI 55 05% MIN 170 -103.95' 0.5X 0.5% MIN 56 0.5Z MIN 1. ALL SLOPES WITHIN THE RETENTION BASINS ARE 3:1 MAXIMUM. 2. RETENTION BASIN ACCESS AND STORM DRAIN SYSTEM (CATCH BASINS, STORM DRAIN PIPE & OUTLET STRUCTURES) ARE TO BE CONSTRUCTED PER ON-SITE/OFF-STE STORM DRAIN IMPROVEMENT PLAN 3. RETAINING WALL AND SCREEEN WALL ARE TO BE CONSTRUCTED PER SEPARATE PERMIT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICA APPROVED BY THE CITY 12/01/06 EXCEPT FOR NOTED/HEREON. L TO THE MYLAR ENGINEER ON THE REVISIONS STANLEY C. MORSE R.C.E. 20596 DATE: Y/YAG 429.34 10' 428.67 IW 422.66 FC 531114, CBIN2 422.67 TRW 420.67 FC 418.67 1F I '5icy b '''''''....'C8'.-'"-:" 1 fs T3 ,$-,1,\ tt, 428.67 IW 422.40 FG 422.67 TRW 420.67 FO 418.67 1F 428.67 1W 42240 FG 422.67 TRW 420.67 FC 418.67 IF 134.11' 0.5X MIN - - 12372_ MENDECINO • BAN ACCESS & STORM DRAIN SYSTEM (CB, PIPE & OUTLET STRUCTURES) ARE PER ON-SITE STORM DRAIN PLANS. 143.16' 0gg' LOT E PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. n UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, REVISED STREET GRADES AND PAD ELEVATIONS IN ,,L NORTHWEST QUADRANT PER SUBSTANTIAL CONFORMANCE NO. 1, ADDED PERMEABLE LAYER SECTION AND SECTION H. MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: SEE SHEET PREPARED UNDER ANS7. C �E R.C.E. 20596 APP,VED BY: • THE DIRECTION OF: DATE: OA, XP. DATE 9/30/17 Y R. JO ENGINEER DATE: 4411(as XP. DATE 12/31/16 R.C.E. 45843 CONSULTING PLANNERS RECREATION AREA LOT L (416.5) MORSE SCHULTZ BASIN ACCESS & STORM DRAIN (CB, PIPE & OUTLET STRUCTUR PER ON-SITE STORM DRAIN P AY M ) ARE S. CITY Of LA QUINTA Pian Set No. D(021.2) 41865 Boardwalk Suite 218 Palm Dosed, CA 92211 Vaca: 766674-5776 cberghOmduonselling.net ENGINEERS SURVEYORS SCALE: SEE ABOVE DATE: MARCH, 2016 BENCH MARK: P0-109-70 ELEV. ELEV. 27. 941 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST_ FROM HWY.111, THEN 2.0 MILES WEST ALONG AVENUE 50. 45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT WDID # 7 33C375614 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA AMENDED TRACT NO. 31733 BELLASENO ROUGH GRADING A PORTION OF SW 1/4 OF THE THE NW 1/4 OF SECTION 35, T 6 5, R 7 E, S.B.B. & M. SHT. 3 OF 6 SHTS. FOR: VTL PAUZADA, LLC W.O. NO: I:\87502\31733\RG\RG-03 3/30/16 0 z 4W J W CO 6 1` M z V 1- W Z z 0 0 0 0 ct 1m SHEE C81N2 _-'V--- TTSV 73. 5.C:.02-3 43. 16' 18.42' Si\ 420.4 420.1 51 C� HR42 8' L1 pUE r�.. \\e,F3 atS3s30 EG ' 5 e\} ©10.5 1o��� .a• Ak6�\\ \ °901 73 " / IC jc 1 / \ AL6UD 1�G , `c, i / 4JSJ7 rC'O\ y 420.6 ©139" 01 "/4'4759 :.`'-',, jc74 } 10 426.60 TW "q\0.� y �/ TC 8 .7.-- 420.60 FG 4665 TC 418.60 TRW \oma TC "s\�..a� 416.60 TF/ / 945.96 �i EI/C._. )96 9.51 % 16:65 d / � i i/ A - / 1`750 /427 4 7W �? / 4274 TTRW F B � - - /- - 417.4 1E BIC !� S(CPf p/ 46Q, 49 64. 9 I J' 53.07' 0.5%i8N II 421.1 1 II 417.4 1W II 421.4 1 417.4 1F 121 a 21.44 4- h 0 418 TC 08,50 M3-1 4^0 41 14.55' 420.9 HP/ft N/N 120 BASIN ACCESS & STORM DRAIN SYSTEM (CB. PIPE & OUTLET STRUCTURES) ARE PER ON-SITE STORM DRAIN PLANS. RECREATION AREA LOT L 41x.5 MENDECINO WAY BASIN ACCESS & STORM DRAIN SYSTEM (CB, PIPE & OUTLET STRUCTURES) ARE PER ON-SITE STORM DRAIN PLANS. Qr 93.5 5=0=0 .01: PROPOS: t� PERWELL 414,71 r ,~I 414,8/ TC PROP. 16' OFF UNE '2• b SI •rn �,� ��i 410.7 1Nv LOT P cs02-2 WELL CVWD BLOW ON-SITE 426.00 1W Q 420.10 FG 418.00 TRW 416.66 TF u�,mgr .c4v cc^ "4-1-'1-4" 4162 !N HP FL art BASIN ACCESS & STORM D N SYSTEM (CB, PIPE & 0 STRUCTURES) ARE PER ONSITE STORM DRAIN PLANS. 84.75. 419.6 HP 11 106 24 42207 1W 416.35 FG 416.00 TRW 414.60 1r; 1 . EG) E) 413.33 426.00 TW 0 419.90 FG W 420.00 418.00 FG(E) 416.67 TF 7B fit. 5 420.2 T° 40 HP/a µ v 118 CONSTRUCTION NOTE m } 1 420.5) O1 CONSTRUCT MASONRY COMBINATION SCREEN WALL/RETAINING WALL (REQUIRES SEPARATE �ERMR) 05 (RETAINS UP TO 2') (SEE SECTION H ON SHT. 2) 1 0 CONSTRUCT MASONRY COMBINATION RETAINING WALL/VIEW FENCE (REQUIRES SEPARATE PERMIT) �I (RETAINS UP TO 4') (SEE SECTION G ON SHT. 2) 05 EXISTING POWER POLE TO BE RELOCATED PER DRY URLITY CONSULTANT'S RECOMMENDATION 117 5 2X M1N LO 419.91 c, %, HP/FL 21 1UN__ 137.69' 0.5% MIN 417.75 -7 IN 41: 18 L., 0.5% MIN to 424.90 TIN 105 © 418.90 FG W (418.) 419.00 418.00 FG(E) 417.00 TF 416. 416.7 414.4 413. 0.53 91N 424.70 419.00 418.00 F 417.00 TF 0 CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') (20.2) CI CONSTRUCT 4" PVC SDR35 DRAIN UNE 11 CONSTRUCT 12"X12' GRATE INLET (BROOKS PRODUCT /1212 W/ PARKWAY GRATE OR APPROVED EQUAL) 12 INSTALL BACKWATER VALVE W/ CLEANOUT PER DETAIL SHT. NO. 2 (SMITH 7022) NOTES: 1. ALL SLOPES WITHIN THE RETENTION BASINS ARE 3:1 MAXIMUM. 2. RETENTION BASIN ACCESS AND STORM DRAIN SYSTEM (CATCH BASINS, STORM DRAIN PIPE & OUTLET STRUCTURES) ARE TO BE CONSTRUCTED PER ON-SITE STORM DRAIN IMPROVEMENT PLAN 3. RETAINING WALL AND SCREEEN WALL ARE TO BE CONSTRUCTED PER SEPARATE PLAN AND PERMIT ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT LINE TABLE LINE LENGTH BEARING 31 190.34 NB9°00'0O'E T2 68.06 S79°10'00"E T3 44.68 N83°01'59"E T4 243.00 S89°00'00'E T5 168,00 S19°50'00"E T6 176.08 N00'48'35'W T7 113.00 S23'25'00'E T8 21.50 S84°50'00'W T9 6.00 S84°50'00'W CURVE G TABLE R L T C1 34°38'57' 250.00 151.19 77.98 C2 37°54'18" 400.00 264,63 137.36 C3 11'50'00' 1000.00 206.53 103.64 C4 98°50'00" 280.00 482.99 326.87 C5 "49°54'59' 200.00 174.24 93.08 C6 27°25'01" 600.00 287.11 146.36 C7 13°58'02" 1400,00 341.28 171.49 C8 10°56'22' 600.00 114.56 57.45 C9 21°14'01' 350.00 129.71 65.61 C10 18°15'00° 165.00 52.56 26.50 C11 41°43'36' 171.00 124,53 65.17 UNDERGROUND UTILITIES i 40' 20' 1"=40' ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 05$ µ1d 418.5 HP/F1 053 OS% MIN 119 31' 0.5% MIN 418.1 HP 13 116 424.40 1VF 418.90 FG W 419.00 418.00 FG(E) 1� PUE 417.00 TF 422.70 1' 41 413.36 TF6.70 FG101 416.7 /• j 416.70 TRW 414.40 FG' ' I / `5l 100 ///p�F • 416.4 ' h�• f IlNV 1 ✓ 1 Il., \� 1" \c I I �I1II4lq6 PC 0,6, Ci '4 4t5.' TC • 0.53 MIN 420.00 TVF 416.00 FG © 1, \416.00 TRW 614.00 FG 1412,66 TF \� 1 //�71Ae •, 1 1 �X iT ! 444.7 415.8 HP/11 103.02' 0.5 0.5% MIN 422.10 1VF 416.10 FG 416.67 TRW 414.00 FG 413.00 12 421.33 1W 415.30 FG 4/5.33 TRW 414.0? 100 21(4412.67 13.7 EOM 0413. 414.18 00 21.70 TVF 415.70 FG 416.00 TRW 414.00 FG 413.00 TF 0.53 MIN 115 419.3 0.5% MI 10' ..U, 0 114 424.00 41: 418.00 F N (418.) 418.00 TF 416.70 S) ▪ 0.53 MIN 15.33 Thi/ �• 97 53' 416.93 1C18' 0.53 MIN 421.70 NE 415.70 FG 416.00 TRW 414.00 FG 413.00 TF 414.77 1.5 0.53 N 417.6 1 HP FL l W 'cam„ w424.00 T h 102 417.90 FG 't x yy 418.00 TRW 416. 416.6700 16.00 TF 111.06.? 19 415.50 (13.4) FC 412.5 INV 11.0 INV N0 CONNECTION OF S71BOR4W BE71M2TN LOTS M AND 36 421.33 7W 415"70 10 415.33 413.40 FG CONNECT WAIL (4139 EGXE SUBDR W TO 4' PVC 412.00 11EF (LOT 36 ONLY) T3 CO � 1° WAY Z_ • 0.524% 423.41 7W 415.13 FG 41354 7F 65.29' P'S 4624' 14• 415.13 1G 413397F 0' POE at 42334 116' 416.90 10 417.34 TRW 415.80 PG 414.67 IF 421.33 1W 422.07 TW 415.70 10 416.00 TRW 414.0010 (413.9 EG)(£) 412.67 TIFF LOT G (416.90 30 10'- 1.12 416.0 HP FL 0.53 MIN 0.55 M1N 42200 111 415.70 /0 416.00 TRW 414.00 FO (4139 EGXE) 41267 TIFF FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/01/06 EXCEPT FOR THE REVISIONS NOTED 0 HEREON. STANLEY C. MO SE R.C.E. 20596 DATE: 00.(e PROPOSED CURB & GUM? /OSI TO BE RELOCATE 0 120 I AVENUE 61 situ NIDENING PER OFF-SITE SI11LLl IMPROVEMENT PLAN TRACT BO STREET C 19 21 a ..L N 89'1128' E 1320,79' STREET C f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aA Nv 4-144, ALONG EASTERLY BOUNDARY. MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: !V' , EY C 51F- ▪ No. 20596 a Exp. 9-30-17 Ao J' P ! CIVIL ar ,F� L cn PREPARED UNDER THE DIRECTION OF: DATE: 9'4/4 1GE1 Y S ANL ANL C. MO E EXP. DATE 9/30/17 R.C.E. 20596 APPROVED BY: DATE: 4►4-11 �o THY R. ENGINE i SSONJ /EXP. DATE 12/31/16 R.C.E. 45843 CONSULTING PLANNERS www `I- Ra MORSE SCHULTZ 41865 Boardwalk Suite 218 Palm Dosed, CA 92211 Voice: 760.674-5776 cberghOmdscomulting. r et ENGINEERS SURVEYORS SCALE: SEE ABOVE DATE: MARCH, 2016 B E N C H M A R K: PD -109-70 ELEV. ELEV. 27. 941 109-70 CHISELED SOUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON 51. FROM 1415"/.111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45 FT WEST OF 1440450N ST. AND 16' SOUTH OF AVENUE 50. 25 CITY of LA QUINTA 0692-03 Pl/an Set No. Vl12- 3 WDID # 7 33C375614 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA AMENDED TRACT NO. 31733 BELLASENO ROUGH GRADING A PORTION OF SW 1/4 OF THE THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B. & M. SHT. 5 OF s SHTS. FOR: VTL PALIZADA, LLC w.0 NO: 0 z W J J W m co) s` M O z 1- 1- H w 0 z cW 0 z 0 0 O I:\87502\31733\RG\RG-05 3/30/16 PAD EILY.PAD PER P1A1N C A R 1 ELEV. PER PLAN 2% C 1 34'38'57' 250.00 151.19 41 5 4. - A R 1 MMIC L{4SW 1151 SWIPE 'r\ _f_ FLAW GRRI�7N�B�N/Gy/ PERLANDSCAPE ARCIL 4MTERNL PER P7iWECT AI 4, Prem -L ml LUTED FEBRUARY 5, 24 : S TAL ID B & BE , 140N FILTER FABRIC APPROVED EQUAL SLOPE 3.•1 MX L 1216 ,0\ • r, '. 1 5.1 MAX MAVIMU ( .4 ' �'1 1 �I SLOPE TIX T1 0 261.61 1 --Ns MAW � 1 , _-?T 1 `11. I ,. g 1 L „ '� 1 t- i ... • -1 IWIERML -,1 < T . < � GEDIECINl1".AL r i F 405 -� L ,w• _' 4a,l11fADLE 4 MOM O v7),17.: - l 400 02 m 0; 69.23 36.07 395 15'25'19" 85.00 22.88 1 1.51 oROUNOIIAIER ELEVAI '= 393.2'1 PER HILLIOP • GEOIECHNI AL 11WE57AGABON LIMED OCE 24 2015 BASIN L (SEE SHEET 5) PERMEABLE LAYER SECTION NOT TO SCALE 16. CONSTRUCTION NOTE 0 CONSTRUCT MASONRY COMBINATION SCREEN WALL/RETAIMNG WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') (SEE SECTION H ON SCT. 2) ® EXISTING POWER POLE TO BE RELOCATED PER DRY LTRUTY CONSULTANT'S RECOMMENDATION 0 CONSTRUCT MASONRY PERIMETER SCREEN WALL (REQUIRES SEPARATE PERMIT) (RETAINS UP TO 2') NOTES: I. AU. SLOPES WITHIN THE RETENTION BASINS ARE 3:1 MAXIMUM. 2. RETENTION BASIN ACCESS AND STORM DRAIN SYSTEM (CATCH BASINS, STORM DRAIN PIPE & OUTLET STRUCTURES) ARE TO BE CONSTRUCTED PER ON-SITE STORM DRAIN IMPROVEMENT PLAN 3. RETAINING WALL AND SCREEEN WALL ARE TO BE CONSTRUCTED PER SEPARATE PLAN AND PERMIT ALL CONCRETE MIX SHALL BE CLASS 560-C-3250 CONCRETE WITH TYPE V CEMENT CURVE TABLE C A R L T C 1 34'38'57' 250.00 151.19 77.98 C2 37'54'18" 400.00 264.63 137.36 C3 32'40'00" 600.00 342.09 175.83 C4 113'58'01" 170.00 338.15 261.61 C5 7'11'50" 1400.00 175.86 88.05 C6 49'51'59" 100.00 87.03 46.49 C7 39'40'00" 100.00 69.23 36.07 C8 15'25'19" 85.00 22.88 1 1.51 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE LINE TABLE LINE LENGTH BEARING T1 207.36 589'31'12"W T2 158.22 N83'01'59"E T3 104.52 S17'10'00"E T4 34.42 S78'54'42"E T5 38.50 N85'40'00"E T6 38.50 N85'40'00" E T7 35.49 N78'54'42"W T8 102.25 N17'10'00"W T9 37.00 N06'58'01"W FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/01/w06 EXCEPT FOR THE REVISIONS A NOTED , HEREON. OF .411,1,2.1 STANLEY C. MORSE R.C.E. 20596 DATE: 5/75724, 0,01'ESST, No. 20596 " ' m d Exp. 9-30-17 `J}9 C1 V1L�� Or CAL14 422.67 TRW 420.67 FC I. 418.67 IF 428.67 IW 422.40 FO SEE SHEET 422.67 TRW 420.67 FO 418.67 7F - 428.67 F 428.67 TW 42240 FO 422.67 TRW 420.67 F6 418.67 1F 428.67 714' 422.50 FC 422.67 TRW , 420.67 FC 418.67 1F 428.67 TW 422.66 FC 10 o m C-4-2-03) 143.16' 0.5X MIN 1 .5 10, 118 NEgs 05 G' 52,0 0 \ \ % %• 41'' • zzlA 73 0 1 ire a\\� ati6e _ 420:6 ©4 �OOP 1 I \ \ n 426.60 1W 1`Qbkp 5'>• 420.60 FG 418.60 TRW \01 416.60 TE.- NO. 3 420.1' \ 1=M!) HP/Ft " A•l �� u • 145.00' 422.67 1211 420.67 FC 418.67 7F 42567 TW 422.65 FC i 422.67 TRW 1�� y1 420.67 10 , 418.67 7F • \15'/427.4 IW 421.4 TRW 417.4 7F ---' opt11 40 NrivN 03'0‘40 vo• BASIN ▪ ACCESS & STORM DRAIN SYSTEM (CB, PIPE & OUTLET STRUCTURES) ARE PER ON-SITE STORM DRAIN PLANS. el~0.74X e. • RECREATION AREA LOT L 145.25' • • \ I RgaI-4 4013 60.00' 0.52. MIN 419.9 HP/FL 109 4204. c 60.00' 139.27' 0.5X MIN 16.5' FROM CURB 13 PAD LIMIT 1556 Tc 0.512. 103.40 418.9 w NP/FL '<' 428.67 7W 422.50 FC 422.67 TRW 420.67 FG' 418.67 1F 42567 TW 42220 F0 422.67 1714' 420.67 FC 41567 1F 42567 1W 42500 IW 421.90 FC EX. 18" IRR. 12685' 0.5X MIN 0.52. MIN 47. TC s/7 '420. 3- TC 419.7 n`a 5.86' HP FL 421.0 7RW 122 418.0 7F 421.0 MMI --137.69' 0.5r MIN Rti WI g CO cci.A rc 30' L 422.00 TRW 420.80 FC 419.34 1F 0.5X MIN 418.2 HP/FL 52. MNl 132.67' 0.5Z To 05X Idrry 113 (18.5) 0.52. MIN 11856• HP/FL 428.00 7W 421.6010 42207 T7?W 420.80 /0 419.34 7F ,427.34 114' 427:50 10 421.34 TRW 42050 FG 419,34 7F 427.4 11 421.20 FC 421.34 TRW 420.50 F0 419.34 7F 0.5X MIN 114 418.0 0.5X MIN O 424 418 418 416 15 EX. Tr TRR, ■ Z L. 50.00 o . . - 65.00' , 55.00' /2=34,55,33" R=64.00' L=39.01' 45.57' 54.34' 65.38' 27 427.34 /W 421.40 EG 421.34 NW 421.20 FC 419.34 IF 427.34 714' 411.10 FC 420.9 11Hp/fi 420.4 HP/fL 0.52. MIN 0.5X MIN 0.5X MAV 65.00 0.51MN 65.00' 65.00' Hon 0P 421.34 1MW 421.20 FG 419.34 IF PROPOS1.CURB._& CUTTER C17 BOUNDARY 11 STREET ▪ O.SOXtt Ic°pi 12 i6 15 N 89't f'28• E - 1320-79' (-ix N ZHNN NH•' iii��N111 pN b0� 6•p� NN .i,',- TTM TTT AVENUE 61 STREET WIDENING PER OFFSITE STREET IMPROVEMENT PLAN CITY of LA QUIN Plan Set No. ,44 1 O 2 g _ �sl Ra 02 Oii� T T T Lri N^^ WDID # 7 33C375614 UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UPDATE EOR SIGNATURE TO REFRESH EXPIRED PLAN, ADDED PERMEABLE LAYER SECTION FOR BASIN L. MARK REVISIONS APPR. DATE DESIGNED BY: DRAWN BY: CHECKED BY: PREPARED UNDER THE DIRECTION OF: Ai DATE: S//Y/&. STAN Y C. MOT E EX DATE 9/30/17 R.C.E. 20596 / APPROVED BY: DATE: 4l '/ �o EXP. DATE 12/31/16 R.C.E. 45843 CONSULTING PLANNERS MORSE SCHULTZ ENGINEERS 41845 Boardwalk Saila 218 Palm Dewar, CA 92211 Voi o. 760474.5776 cberghOmdsconwltilgnet SURVEYORS SCALE: SEE ABOVE DATE: MARCH, 2016 BENCH AI A R K: P0-109-70 ELEV. ELEV. 27. 941 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL 2.0 MILES 50U111 ALONG JACKSON ST. FROM 660.111, THEN 2.0 MILES WEST ALONG AVENUE 50, 4.5 FT. WEST OF 7AOISON ST. AND 18' SOUTH OF AVENUE 50. IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA AMENDED TRACT NO. 31733 BELLASENO ROUGH GRADING A PORTION OF SW 1/4 OF THE THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B. & M. SHT 6 OF v SHTS. FOR: VII PALIZADA, LLC W.0 NO: 1:\87502\31733\RG\RG-06 3/30/16 ROUGH GRADING - AMENDED T