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PG2019-0007CITY OF LA QUINTA-GENERAL NOTES ADDITIONAL NOTES 1. ALL WORK'. SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITHRESIDENCE SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. INN BY MARRI0T 2. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA THE CONTRACTOR SHALL SUBMIT TO THE CITY WRITTEN EVIDENCE ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. I. Z DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES 2, LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN 03 AND/OR PERMITS MAY BE REQUIRED. CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR LA QUINTA, CALIFO RNIA ON -SITE ILI 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA CONSTRUCTION AND MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS OD DEEMED NECESSARY BY THE ENGINEER. IMPROVEMENT AND PRECISE GRADING PLANS OR OTHER'. GOVERNING AGENCIES. 3. ASPHALT CONCRETE PAVING EXCEPT FOR OVERLAYS SHALL BE INSTALLED IN TWO 2 �I 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED Pl FORTY-EIGHT(48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS APN 600OZO-OS3 ~RI PHASE OF CONSTRUCTION AT (760) 777-7048. FOLLOWS: 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A APPROXIMATE SYMBOLS: 9 WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING WEARING COURSE (UPPER COURSE): ILIA-C2-PG70-10 BASE COURSE (LOWER COURSE): IIIB-B3-PG70-10 v UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY Os RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE - - - - CENTER LINE THE WEARING COURSE SHALL BE 0.1 FEET THICK: THE BASE COURSE(S) SHALL CONTAIN EXISTING CONCRETE SIDEWALK - ' NEW CONCRETE SIDEWALK W TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. LOT BOUNDARY 0 '- THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS --X'XxX WATER- -- EXISTING WATER LINE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR 4. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE ®SW e - EXISTING SEWER -8" VCP EXISTIN CURB, GUTTER & AC PAVEMENT NEW CURB, GUTTER & AC PAVEMENT PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE --- SD- --so--- EXISTING STORM.DRAIN 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME -ors-ors-ors-EXISTING GAS LINE SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPPING, LEGENDS, AND PAVEMENT MARKERS GRADATIONS, VOIDS TS FO MINERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR ors VARIOUS OIL CONTENTS FOR EACH MIX. -- r---T--- EXISTING TELEPHONE LINE TYPE AND LOCATION. s'N o SIDEWALK. ELEVATION ASPHALT ELEVATION o Ao-xxxx 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE "�---"" "- - "-- - CABLE FENCE 1 ii I I & B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW WIRE FENCE GONG xxxx -' CONCRETE ELEVATION Tw-X� TOP OF CMU WALL ELEV NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H" CONFORMING TO SECTION 203-3 OF I I S SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966 THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND BOV4 BLOW OFF VALVE ELECTRICAL BOX Tc TOP CURB ELEVATION G GUTTER ELEVATION OR A LICENSED LAND SURVEYOR ONLY. APPLIED AT THE RATE OF 0.1 GALLONS/YARD. WV (9 WATER VALVE 1 GROUND ELEVATION : 16 CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE SMH Q SEWER MANHOLE ® TELEPHONE BOX xxY� 9. OF HUMAN: 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A O SCO O SEWER SERVICE CLEANOUT OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING TIME PERIODS AS FOLLOWS: �.,:, MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS - CONTOUR REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION FH 0FIRE HYDRANT CB-- STORM CATCH BASIN OCTOBER',1ST TO APRIL 30TH: MONDAY -FRIDAY 7:OOAM TO 5.30PM BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, O REMOVAL, REPLACEMENT, CAPPING, ADN/OR COLD PLANING, AS NEEDED. TRASH ENCLOSURE MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:00AM TO 7:OOPM 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. PAVEMENT INSTALLATION IS COMPLETED. I NO REDUCTION OF TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL 456,48' 3 & 4 I ';I WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK. IS BEING DONE, UNLESS PRIOR I N 00°12'11' E _ LOCATIONS AS FOLLOWS: AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE "S" FOR SEWER ------ - "G" FOR GAS �,........--_-_-....___ ...-,._._..._-.- 8.30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY "E" FOR ELECTRICAL POWER. ENGINEER. ` 1 ��. SIGNING AND STRIPING NOTES 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED C- -- -- �� SA THEM AS N RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE 1. CONTRACTOR H FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT . RAC ORS ALL L VER L E G S P G \-, ', I1.. SATISFACTION OF THE CITY ENGINEER. L LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND : � � --I L. I :-[ (, 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE STRIPING PLANS. �� f S N Z L, I i WITH THE CALIFORNIA STATE MANUAL OF WARNINGS SIGNS, LIGHTS, AND DEVICES FOR \ : OD I t I. Z 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE �O J, 'L ; USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY \ o" LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BYFHWA.� CO j P HAZARDS L. \ r �D 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS h\, IF- 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRES MUST OBTAIN A NATIONAL 1OOD -> ' J FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA \ i POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES PERMIT. OWNER/DEVELOPERS ARE ! - Ni ' __. � ---- ( ) STANDARD SPECIFICATIONS AND STANDARD `d\\I SCALEPl : 1.=50 -- =-i �.� o I &. REQUIRED TO A) FILE A NOTICE OF INTENT (NCI) WITH THE STATE WATER RESOURCES `0 I CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN PLANS, UNLESS OTHERWISE SPECIFIED. FF y I _ - - • _ _ _ N (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING Pl PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. \ �'� THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR TO)� I APPROVAL FROM CITY ENGINEER. y'OD ` CITY OF LA QUINTA-GRADING NOTES V II:,Co 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, UI i WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO I I" v I g 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF It Ln t THE UNIFORM BUILDING CODE, LATEST EDITION., AND SOILS REPORT, NO. LP78125 DATED. SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM AUGUST_ 2018 PREPARED BY: LANDMARK CEO -ENGINEERS AND GEOLOGISTS TELEPHONE\ OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. ` 2 - ° • - a ° J '.I '_, STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS I _ ❑ PRIOR TO INITIATION OF THE FIRST GOAT ETC LEGENDS, , ., ,.. _ _ - c- � 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT WITH RADIUS ENDS SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, WAITING PERIOD. SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. I 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING CITY ENGINEER. D v \ �7_ E WITH THE PLAN PE IFI ATIONS AND AND CONSTRUCTION TO ENSURE COMPLIANC S, S C C -.�.m _ 1 ,.-.._-�-_.._ ._....-__.,;__;.t,.-__ -_---____,--_--,_-�--_-----,,�7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN _ _. _ _.�C _. _WIlB1 .� �,.._, _ _ _. - CODEWITHINHISPURVIEW. ,_'� 3c_ _- __-'UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE x;� ;:__�� P°F CENTERLINE CONTROL POINTS ON 50 FOOTCENTERS - I.E. STATIONS AND HALF ( 1 C 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT � ` � ;; _ ;.:I ___. - ,.. ___ 11 I ,... ,. STATIONS) STRIPING BYALICENSED SURVEYOR OR CIVIL \,. - `N oO 21I _k!__.-x},�i�_____________________________ DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO ENGINEER AS A BASIS FOR STRIPING LAYOUT. - PREVENTPONDINGWATERANDDAMAGETOADJACENTPROPERTY. ALL TRAFFIC PING PAVEMENT RAISED 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE 8. MARKERS THAT AIRS CONFLICTING CT NG AS ALR RESULT OF T°HE NEWLY INSTALLED WORK I £ ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND INDEX MAP SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY SPECIFICATIONS AND THE ABOVE MENTIONED SOIL REPORT ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. LEGEND: OWNER CIVIL ENGINEER UTILITY PROVIDERS 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3" 9 DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK DEEP AND BE CONSTRUCTED A MINIMUM OF 2" FROM THE TOP OF THE CUT OR FILL . AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO O RECORD DATA PER RS 142/5 SUNRIDGE PROPERTIES EDAIS ENGINEERING SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING 7255 E. HAMPTON, SUITE 122 3075 S. AVENUE 4E ELECTRICAL WATER AND SEWER OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE [ Fill I RECORD DATA PER GRANT DEED REC'D AS INST 2010-0575516 O.R. MESA, ARIZONA 85209 YUMA, ARIZONA 85365 ID ENERGY CVWD 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (E PERCENT MAXIMUM O IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS (480)854-1414 (928)344-3566 LA QUINTA DIVISION 85-995 AVENUE 52 SECTION EQUIVALENT DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE S WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR R21 [ RECORD DATA GRANT OF EASEMENT IAS INST 2012-0206092 O.R. 81-600 AVE. 58 COACHELLA, CA 92236 MIE AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN HIGH -POWER VACUUM, LA QUINTA, CA 92253 PH: (760) 398-2651 ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002 OR EQUIVALENT, AS [ R3 ]RECORD DATA PER RECORD OF SURVEY FILED AS RS 96/52 GEOTECHNICAL ENGINEER PH. (800) 398 FAX: DETERMINED BY THE CITY ENGINEER. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL 7756 ( ) 303-7756 ACT AMER1 CONTACT: AMER HASSOUNEH BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE [ R4 I RECORD DATA PER PARCEL MAP FILED AS PMB 216/59 FAX: (760) 391-5999 10 ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR CONTACT: CARLOS PARTIDA CABLE CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION RE UIREMENTS. THE CITY ENGINEER SHALL APPROVE THE O GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC [ RS ]RECORD DATA PER PARCEL MAP FILED AS PMB 190/61 UNDERGROUND UTILITIES AND STRUCTURES PROJECT MANAGER TIME WARNER CABLEVIS ON T. GAS 75181 MEDITERRANEAN ST. PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY 0 FOUND MONUMENT AS NOTED IN SURVEYOR'S MONUMENATION NOTES FINAL STREET SECTION. OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION THE GAS CO. PALM DESERT, CA 92211-5102 STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. Q CORNER TO BESET WITH 1" DIAMETER IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 75095 MAYFAIR DR SCB052 PH: (760) 674-5622 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER 7107" IN CONJUNCTION WITH PROPOSED PARCEL MAP TO BE PREPARED, PROCESSED SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO PALM DESERT, CA 92211-5102 (760) 340-1312 SUBMITTAL OR "R" VALUE TESTS FOR ROADWAY SUBBASE, 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AND RECORDED BY EDAIS ENGINEERING THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE PH: (760) 346-8198 FAX: (760) 406-6168 12. LOCATION OF FIED DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE O RECORD EXCEPTION OR EXCLUSION AS NOTED HEREON SHOWN IN THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY (800) 427-2200 CONTACT: BILL WILLIAMS APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR. THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. FAX: (760) 773-9243 CONTACT: VINCENT ALVAREZ PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILLED PLACE. TESTING IN THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003MUTCD. ALL AREAS OF CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE SIGNS SHALL BE MOUNTED WITH THEFTNANDAL-PROOF FASTENERS. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR TELEPHONE NORMAL REPRESENTATIVE SAMPLINGS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE VERIZON VIED FOR PERMITTING PLANNING &ZONING REd111oN1 NoT APPI14CAllTO / B o1-r NLs Cif WIATRAK DATE CHERIFLORES IG OFFICIAL PLANNING MANAGER `LA QUINTA CITY OF. LA QUINTA VICINITY MAP QUANTITY ESTIMATES CONSTRUCTION NOTES (FOR PERMIT PURPOSES ONLY) CONSTRUCT Y AC PAVEMENT OVER 4 "CLASS II AGGREGATE BASE----------------- --------------56,940 SF. AS PER DETAIL 1 ON SHEET 5 (PAVEMENT SECTION) Q2 CONSTRUCT 6" THICK P.C.C. OVER 4' THICK CLASS II AGGREGATE BASE ---- - ---- -- ---- 1,653 SF. AS PER DETAIL 1 ON SHEET 5 ( CONCRETE TO PAVEMENT SECTION) 30 CONSTRUCT 6" BARRIER CURB PER DETAIL 3 ON SHEET 5 --- ----- - ---- ---------- 734 LF. CONSTRUCT 6" CURB AND GUTTER AS PER CITY STD. 201 ----- -. ----- ---- - 3,015. SF. 05 CONSTRUCT 4' WIDE RIBBON GUTTER PER DETAIL 5 ON SHEET 5 --. - --- 2,238 SF. CONSTRUCT ACCESSIBLE RAMP PER DETAIL 7 ON SHEET 5---- - -------------------•---- -- - -- 3EA. 07 CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 8 ON SHEET 5 ---- --- -- ---- 1EA. Q CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL BON SHEET 5 - ---- -------------- 1 EA. 09 CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 10 ON SHEET 5--------------------- 1 EA. AS PER DETAIL 10 ON SHEET 5 10 INSTALL NEW 3.0 WIDE DETECTABLE WARNING COMPLYING --- -- ----------. ------------------ 1EA. W/11 B-705 1.1 AND 11B 7051 2 5 (RAISED TRUNCATED DOMES AS PER DETAIL ON SHEET 4) 901 NYLOPAST DRAIN BASIN W/2X2 MAG STYLE GRATE(3299CGSPSBM) 2. EA, 1Q9 CONSTRUCT P.C.C. SIDEWALKANALK AS PER DETAIL 4 ON SHEET 5-----•--------- --------- 6,683 SF. 1© CONSTRUCT BLOCK WALL (STRUCTURAL DETAILS BY OTHERS -- ---- --- --------- ---------- 84 LF. 1® PAINT PARKING STALL STRIPING PER DETAIL 13 ON SHEET 5 -- - • - -.- - - -_. ---- --- ----- 1181 1® PAINT ACCESSIBLE PARKING STRIPING AND SYMBOL AND INSTALL --------- ---------- ------------ 7EA. ACCESSIBLE PARKING SIGNS PER DETAIL 13 ON SHEET NYLOPAST 36" DRAIN BASIN W/2' DIA. GRATE (2836AG) --- ------ ----- --- -------------- 5 EA. Q INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) FOR FIRE HYDRANTS -- - ---- - ----- 4 EA. 1® INSTALL ACCESSIBLE SITE ACCESS SIGN PER DETAIL 12 ON SHEET 5-------------------- 1 EA, 19 INSTALL AREA DRAIN AND/OR CLEAN -OUT PER DETAIL 9 NO SHEET 5---- ---- ----- - - -----------•------------- 24 EA. ©p INSTALL 3" PVC SCHEDULE 40 PIPE (CONNECT TO ROOF DRAIN ----------------------------•-• -- -------- 105 LF. SEE BUILDING MECHANICAL PLAN). INSTALL 4"X 3" ADS-N12 WT REDUCER (OR APPROVED EQUAL) --------------- -------------- 10 EA. W---_-__--_---____-___--_-___._-- _-_-._-_-__..___-:-.___ GRADE EARTHEN S ALE 220 LF. ® 67 4" ADS-N12 WT WYE (OR APPROVED EQUAL). -. - --- --- 15 EA. 8"X 4" ADS -I WT WYE (OR APPROVED EQUAL) -----. ----- - - ---- 6 EA. MATCH NEW CURB & GUTTER OR SIDEWALK TO EXISTING --- ---- -- ---------------- ---- ----- ----- 5 EA. INSTALL 4"ADS-N 12 (OR APPROVED EQUAL)------------------------------------------------------------------------ 60 LF. QINSTALL 6"ADS-N12 (OR APPROVED EQUAL)----------- ----------------=--------- 328 LF. ® INSTALL 8"ADS-N12 (OR APPROVED EQUAL) ---------------------------- ---------- 303 IT. INSTALL ACCESSIBLE PARKING SIGN ASPER DETAIL 11 SHEET5--------------------------- 7EA. ® INSTALL 60" WIDE X WILDING PASSENGER DROP OFF AREA PER CBC-11B-503--------- -------------- i EA. ©1 INSTALL 216" FULL LENGTH OF VEHICLE PARKING SPACE --- ---------------------- -•---------- 1 EA. ® CONSTRUCT 30' WIDE DRIVEWAY ASPER CITY OFLAQUINTA STD. NO.221 ----- - ---- ---------------- 1 EA. (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) ® CONSTRUCT 5.5" TYPE A AC 19m MAXIMUM MEDIUM OVER 6.5" CAB ---- --- 1,384 SF. ® CALTRANS TYPE IV (R) ARROW ----- -- ---------- ------------------- - ----- 2 EA. INSTALL CHANNELIZING LINE W/ONE-WAY CLEAR REFLECTIVE MARKER - - - - --------------------- ------ 167 LF. AS PER CALTRANS DETAIL 38 �SAWC TA R OV EXI IN ER CA UR G TE --------------------- - ----- 1LF. 1 INSTALL OM4-3 (RED)18" X IF PANEL AS PER MUTCD ---- --- -- - ---- 2 EA. W INSTALL R6-1 SIGN (ONE WAY AS �PER MUTCD) ------------------------------ -------------- ®CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.225------------ 1EA. MATCH TO EXISTING VERTICAL CURB &GUTTER AND AC PAVEMENT) 40 INSTALL 30"MIN. STOP SIGN{R1-i) WITH 12"WIDE STOP BAR AS PER DETAIL 18 & 19 SHEET 2--------------- 2 EA. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE PLANS MUST BE IN WRITTEN AND MUST BE APPROVED BY THE PREPARATORY OF THESE PLANS." 295 NORTH SUNRISE WAY PALM SPRINGS, CA 92262-5295 SOILS ENGINEER CERTIFICATE CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE PH: (760) 864-1720 THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING PRIVATE ENGINEER'S NOTICE TO CONTRACTORS EARTHWORK (800) 483-5000 1 CERTIFY THAT I HAVE REVIEWED THESE PLANS AND I HAVE DETERMINED THAT RING, AND SHALL BE NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY CONTACT: BILL MORROW THEY ARE IN CONFORMANCE WITH THE RECOMMENDATIONS PROVIDED IN THE DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM ANY WORK THAT PENETRATES THE EXISTING SURFACE. DENSITY CURVES USED BY THE FIELD TECHNICIAN, 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING THE CONTRACTOR FOR BEES THAT HE SHALL ASSUME SOLE AND COMPLETE PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWINGS: SEWER, WATER, DEPARTMENT 48 HOURS PRIOR TO LAYOUT. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; ELECTRIC,; GAS AND DRAINAGE. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. AND HOLD THE OWNER AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, USE. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMITS). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY 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 SHEETINDEX COVER PAGE -- - - ------ - ---- 1 SECTIONS ---------------------- ---- 2 PRECISE GRADING PLAN ---------------- 3 HORIZONTAL CONTROL AND STRIPING -- 4 TYPICAL DETAILS -------- ------------- 5 HWY 111 IMPROVEMENT AND STRIPING---- 6 CONCRETE NOTE ALL CONCRETE TO CONFIRM TO CITY OF LA QUINTA SPECIFICATIONS (STANDARD 200). REQUIRED, BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THE PROJECT. DIG AL PPTJ BENCHMARK: BASIS OF BEARING: REVISIONS APPROVED BY DIAL TOLL FREE 1-800-227-2600 ATLEASTTMDAYS BEFORE YOU DIG, BENCHARK PD-3-1E ELEVATION: 92.067 NGVD29 (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET) BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 89'3916" EAST AS SHOWN ON R-S. 90/52, RECORDS OF RIVERSIDE COUNTY. R/9090 FN K F I A -CGI PLAN COMMENT AND REPLACED BY ONI SIGN FOR NEW DRIVEWAY (EAST). -CONSTRUCTION NOTE 40: NEW NOTE ADDED TO REFERENCE AND LOCATED NEW STOP SIGNS AND STOP BARS REQUESTED. -SOILS ENGINEER CERTIFICATE UPDATED TO SLADDEN ENGINNEERING DATE I BY I NO. I INT DESCRIPTION RAW CUT RAW FILL SHRINKAGE (20%) O-X BUILDING PAD (6) 4,854 C.Y. OVEREXCAVATION (PAD) 4,864 C.Y SHRINKAGE ON "O X" (20% 972 C.Y. O-X SITE (1') 4,826 C.Y. OVEREXCAVATION (SITE) 14,826 C.Y SHRINKAGE ON O-X (20%) 965 C.Y. NET AVAILABLE CUT 9,690 C.Y. TOTAL FILL REQUIRED 9,690 C.Y EXPORT (CUT) D C.Y. IMPORT (FILL) N,937 C.Y NOTE: ALL QUANTITIES SHOWN IN THE SCHEDULE ARE PROXIMATE AND MUST BE VERIFIED BY CONTRACTOR. Q ESSI( K. e Engineering, Inc. 2�NO. CIS 253 LO 3075 S. Ave. 4E Yuma, Arizona 85365 Exp. 6/30/22 (928) 344-3566 FAX (928) 341-1075 EMAIL: najeh®Edai®group.00m CIVIL *�TgTFOF CALVE\P* &2 Dm PRE- OF APPR DATE 6/2/2020 NAJEHEDAIS, PE DATE BRYAWMCKINNEY CITY R.C.E. NO.,49418 GEOTECHNICAL ENGINEERING REPORT PREPARED BY LANDMARK CONSULTANTS DATED JULY 16,2018, THE CHANGE OF GEOTECHNICAL CONSULTANT CONFIRMATION MEMO PREPARED BY SLADDEN ENGINEERING DATED JUNE 18, 2019 AND THE REPORT OF OBSERVATIONS AND TESTING PERFORMED DURING BUILDING PAD GRADING PREPARED BY SLADDEN ENGINEERING DATED DUNE 14, 2019 Ctl 011 L. HIVDCYiMV 4J3 9 SLADDEN ENGINEER' 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CALIFORNIA 92201 (760)863-0713 CITY OF LA QUINTA DATE EXP. DATE 9-30-2020 BRETT L. ANDERSON No. C45389 Ist SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR ..�'+(`FESSIry„ APPROVED BY THE CITY ENGINEER ON MAY 9, 2019 EXCEPT FOR THE. REVISIONS NOTED K. HEREON: Z N0. C66253 GO Exp. 6/30/22 CML\P* NAJEH EDAIS , PE 6F CAI.\F� DATE: f0lz(2o2o °�m."C ©F CA"FUJ WDID # 733C386505 �* CITY OF LA QUINTA SHEET NO 1 OF 6 RESIDENCE INN BY MARRIOTT DESIGN BY: NKE PRECISE GRADING PLAN DRAWN BY: OH COVER SHEET DATE:08/31/18 APN 600-020-053 WZ OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE: PREPARED FOR: SUNRIDGE PROPERTIES JOB NO. 18-027 �(,-Zolc) - 001 Z CITY OF LA QUINTA-GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 2. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES 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 QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT(48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A APPROXIMATE WAY ONLY. 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 WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS, 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. S. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966 OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY TGOAM TO 5.30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:OOAM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO 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 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 CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNINGS 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-ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERMEVELOPERS ARE REQUIRED TO A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A 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 SWRCB. ADDITIONAL NOTES CITY OF LA QUINTA-GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. LP18125 DATED. AUGUST, 2018 PREPARED BY: LANDMARK GEO-ENGINEERS AND GEOLOGISTS TELEPHONE NO. (760) 360-0665. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN 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 AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOIL 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 THE CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002 OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL 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 FINAL STREET SECTIONS AFTER SUBMITTAL OR "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATION OF FIED DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILLED PLACE. TESTING IN AREAS OF CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 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 DRIVE RING, AND SHALL BE NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWINGS: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL 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 FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR, IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY 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 BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THE PROJECT. 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSE): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FEET THICK: THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1 H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONSIYARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, ADN/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. 8, THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER "G" FOR GAS "E" FOR ELECTRICAL POWER. SIGNING AND STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER, S. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOTCENTERS - I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 66-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION DIG ALERT BENCHMARK: BENCHARK PD-3-1 E TOLL FREE ELEVATION: 92.067 NGVD29 -227-2600 (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF IT TWO DAYS MILES AVENUE AND ADAMS STREET) : YOU DIG. RESIDENCE INN BY MARRIOT LA QUINTA, CALIFORNIA ON -SITE IMPROVEMENT AND PRECISE GRADING PLANS APN 600-020-053 SYMBOLS: ----- CENTERLINE LOT BOUNDARY ---x^xxx WATER-- EXISTING WATER LINE -SW- - EXISTING SEWER-8" VCP ---SD---so--- EXISTING STORM DRAIN -aM-at-w- EXISTING GAS LINE ---T---T--- EXISTING TELEPHONE LINE EXISTING CONCRETE SIDEWALK EXISTIN CURB, GUTTER & AC PAVEMENT SW-xx.xx SIDEWALK ELEVATION Ac-xx-xx ASPHALT ELEVATION CABLE FENCE 1 - -a -o- WIRE FENCE 1 c CONCRETE ELEVATION TN TOP OF CMU WALL ELEV BOVO BLOW OFF VALVE ® ELECTRICAL BOX Tc-x x= TOP CURB ELEVATION D GUTTER ELEVATION WV ® WATER VALVE IN TELEPHONE BOX i xxxx GROUND ELEVATION SMHO SEWERMANHOLE SCOO SEWER SERVICE CLEANOUT FH 0 FIRE HYDRANT CB - STORM CATCH BASIN (D TRASH ENCLOSURE CONTOUR LINE INDEX MAP NEW CONCRETE SIDEWALK NEW CURB, GUTTER & AC PAVEMENT LEGEND: OWNER CIVIL ENGINEER ( ) RECORD DATA PER RS 142/5 SUNRIDGE PROPERTIES EDAIS ENGINEERING 7255 E. HAMPTON, SUITE 122 3075 S. AVENUE 4E [ RI ] RECORD DATA PER GRANT DEED REC'D AS INST 2010-0575516 O.R. MESA, ARIZONA 85209 YUMA, ARIZONA 85365 (480)854-1414 (928)344-3566 [ R21 RECORD DATA GRANT OF EASEMENT REC'D AS INST 2012-0206092 O.R. [ R31 RECORD DATA PER RECORD OF SURVEY FILED AS RS 96/52 GEOTEC`HNIC `AL ENGINEER [ R41 RECORD DATA PER PARCEL MAP FILED AS PMB 216/59 [ RS ] RECORD DATA PER PARCEL MAP FILED AS PMB 1ONU UNDERGROUND UTILITIES AND'STRUCTURES FOUND MONUMENT AS NOTED IN SURVEYOR'S MONUMENATION NOTES 0 CORNER TO BESET WITH 1" DIAMETER IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 7107" IN CONJUNCTION WITH PROPOSED PARCEL MAP TO BE PREPARED, PROCESSED SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO AND RECORDED BY EDAIS ENGINEERING THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE O RECORD EXCEPTION OR EXCLUSION AS NOTED HEREON SHOWN IN THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITTEN AND MUST BE APPROVED BY THE PREPARATORY OF THESE PLANS." NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING PRIVATE ENGINEER'S NOTICE TO CONTRACTORS EARTHWORK ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 89"39'16" EAST AS SHOWN ON R.S. 96/52 , RECORDS OF RIVERSIDE COUNTY. REVISIONS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1 1ST SUBMITTAL , K3 0. C662Mp. 6/30/20 2 2ND SUBMITTAL 3ND SUBMITTAL((efE 4 4TH SUBMITTAL DATE I BY I NO. I INT DESCRIPTION I APPR I APPR 5/6/2019 RAW CUT RAW FILL SHRINKAGE (20%) O-X BUILDING PAD (T) 4,864 C.Y. OVEREXCAVATION (PAD) 4,864 C.Y SHRINKAGE ON "O-X" (20% 972 C.Y. O-X SITE (1') 4,826 C.Y. I OVEREXCAVATION (SITE) ,826 C.Y SHRINKAGE ON O-X (20%) 965 C.Y. NET AVAILABLE CUT 9,690 C.Y. TOTAL FILL REQUIRED 9,690 C.Y EXPORT (CUT) 0 C.Y. IMPORT (FILL) ,937 C.Y NOTE: ALL QUANTITIES SHOWN IN THE SCHEDULE ARE PROXIMATE AND MUST BE VERIFIED BY CONTRACTOR. EDA= S Engineering, Inc. 3075S.-Ave. 4E Yuma" Arizona 85365 (928) 344-3566 FAX (026) 341-107 j EMAIL: najeh®Edaie¢ronp.cox EDAIS, UTILITY PROVIDERS ELECTRICAL WATER AND SEWER ID ENERGY CVWD LA QUINTA DIVISION 85-995 AVENUE 52 81-600 AVE. 58 COACHELLA, CA 92236 LA QUINTA, CA 92253 PH: (760) 398-2651 PH: (760) 398-5820 FAX: (760) 399-3711 (800) 303-7756 CONTACT: AMER HASSOUNEH FAX: (760) 391-5999 CONTACT: CARLOS PARTIDA CABLE PROJECT MANAGER TIME WARNER CABLEVISION GAS 75181 MEDITERRANEAN ST. THE GAS CO. PALM DESERT, CA 92211-5102 75095 MAYFAIR DR SCB052 PH: (760) 674-5622 PALM DESERT, CA 92211-5102 (760) 340-1312 PH: (760) 346-8198 FAX: (760) 406-6168 (800) 427-2200 CONTACT: BILL WILLIAMS FAX: (760) 773-9243 CONTACT: VINCENT ALVAREZ TELEPHONE VERIZON 295 NORTH SUNRISE WAY PALM SPRINGS, CA 92262-5295 PH: (760) W-1720 (800)483-5000 CONTACT: BILL MORROW SHEET INDEX COVER PAGE ----------------- 1 SECTIONS------------------ 2 PRECISE GRADING PLAN ---------------- 3 HORIZONTAL CONTROL AND STRIPING ----- 4 TYPICAL DETAILS---------------------- 5 HWY 111 IMPROVEMENT AND STRIPING---- 6 CONCRETE NOTE ALL CONCRETE TO CONFIRM TO CITY OF LA QUINTA SPECIFICATIONS (STANDARD 200). APPROVED BY BRYAN CITY 5W019 DATE I R.C.E. NO. 49418 I TDATE ONG MANAGER DATE BUILDINGCITY OFFICIAL CITY I VICINITY MAP QUANTITY ESTIMATES CONSTRUCTION NOTES (FOR PERMIT PURPOSES ONLY) 10 CONSTRUCT 3" AC PAVEMENT OVER 4 "CLASS II AGGREGATE BASE --------- ------------ - ---------- 56,940 SF. AS PER DETAIL 1 ON SHEET 5 (PAVEMENT SECTION) Q CONSTRUCT 6" THICK P.C.C. OVER 4" THICK CLASS II AGGREGATE BASE -------- 1,653 SF. AS PER DETAIL 1 ON SHEET 5 ( CONCRETE TO PAVEMENT SECTION) O3 CONSTRUCT 6" BARRIER CURB PER DETAIL 3 ON SHEET 5------•-----•--•-- 734 LF. ® CONSTRUCT 6" CURB AND GUTTER AS PER CITY STD. 201----------------------------------- ---- 3,015 SF. Q CONSTRUCT 4' WIDE RIBBON GUTTER PER DETAIL 5 ON SHEET 5------------------ -----•----•-------------- 2,238 SF. © CONSTRUCT ACCESSIBLE RAMP PER DETAIL 7 ON SHEET 5------------------ 3 EA. 70 CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 8 ON SHEET 5----------------------------- 1 EA. © CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 6 ON SHEET 5---------------------- 1 EA. CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 10 ON SHEET 5 ------------------- 1 EA. AS PER DETAIL 10 ON SHEET 5 INSTALL NEW 3.0" WIDE DETECTABLE WARNING COMPLYING------------- ------------------- 1EA. W/11 B-705.1.1 AND 118-705.1.2.5 (RAISED TRUNCATED DOMES AS PER DETAIL ON SHEET 4) 11 NYLOPAST DRAIN BASIN W/2X2 MAG STYLE GRATE (3299CGSPSBM)------------- -------------- - 2 EA. i® CONSTRUCT P.C.C. SIDEWALKIWALK AS PER DETAIL 4 ON SHEET 5 •- --- ------------------ 6,683 SF. 1© CONSTRUCT BLOCK WALL (STRUCTURAL DETAILS BY OTHERS ----------------------------- 84 LF. IS PAINT PARKING STALL STRIPING PER DETAIL 13 ON SHEET 5--------------------•-------------- 118 LF. 1® PAINT ACCESSIBLE PARKING STRIPING AND SYMBOL AND INSTALL --------------------------------------- 7 EA. ACCESSIBLE PARKING SIGNS PER DETAIL 13 ON SHEET 5 NYLOPAST 36" DRAIN BASIN W/2' DIA. GRATE (2836AG)--•-•-----------------•-------- 5 EA. 1© INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) FOR FIRE HYDRANTS ----------- 4 EA. i® INSTALL ACCESSIBLE SITE ACCESS SIGN PER DETAIL 12 ON SHEET 5------------------ 1 EA. INSTALL AREA DRAIN AND/OR CLEAN -OUT PER DETAIL 9 NO SHEET 5-------------------------- 24 EA. ® INSTALL 3" PVC SCHEDULE 40 PIPE (CONNECT TO ROOF DRAIN----------------------------- 105 LF. SEE BUILDING MECHANICAL PLAN). INSTALL 4"X 3" ADS-N12 WT REDUCER (OR APPROVED EQUAL)----------------------------- 10 EA. ® GRADE EARTHEN SWALE................---• 220 LF. ® 6"X 4" ADS-N12 WT WYE (OR APPROVED EQUAL) ---•-•-•-•------------ 15 EA. ® 8"X 4" ADS-1412 WT WYE (OR APPROVED EQUAL) - ----------------------------- 6 EA. ® MATCH NEW CURB & GUTTER OR SIDEWALK TO EXISTING •----------------•--•--•--•--------------- 5 EA. ® INSTALL 4" ADS-N12 (OR APPROVED EQUAL)----------------------------------- 60 LF. ® INSTALL 6"ADS-N12 (OR APPROVED EQUAL)-------------------------- 328 LF. ® INSTALL B'ADS-N12 (OR APPROVED EQUAL) ----------------------•-------- 303 LF. ® INSTALL ACCESSIBLE PARKING SIGN AS PER DETAIL 11 SHEET 5 - -- - 7 EA. ® INSTALL ST WIDE X 18' LONG PASSENGER DROP OFF AREA PER CBC-118-503----------- ----------- 1 EA. ® INSTALL 216" FULL LENGTH OF VEHICLE PARKING SPACE ------•-•--•-------------•------ 1 EA. ® CONSTRUCT 30' WIDE DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.221---------- 1 EA. (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) ® CONSTRUCT 5.5" TYPE A AC 19mm MAXIMUM MEDIUM OVER 6.5" CAB. -•------------ 1,384 SF. ® CALTRANS TYPE IV (R) ARROW __------_--_-_-_--_---_.---------.-.- 2 EA. ® INSTALL CHANNELIZING LINE W/ONE-WAY CLEAR REFLECTIVE MARKER ------•---•-•••-••---------- 167 LF. AS PER CALTRANS DETAIL 38 ® SAWCUT AND REMOVE EXISTING VERTICAL CURB & GUTTER ---------------•-•--------------------- 361 LF. ® INSTALL R3-7R SIGN (RIGHT LANE MUST TURN RIGHT )------------------- 2 EA. AS PER MUTCD ® INSTALL R6-1 SIGN (ONE WAY AS PER MUTCD)--- -- 1 EA. ® CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.225----------------------------- 1 EA. (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) SOIL'S ENGINEER CERTIFICATE I, GREG M. CHANDRA A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THE SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 18, 2018 ,ONE COMPLETE COPY OF THE GEOTHECNICAL ENGINEERING INVESTIGATION COMPILED FROM THE STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, ALSO SUBMITTED WAS AND UPDATE LETTER TO THE REPORT DATED AUGUST 2018, CONFIRMING THE VALIDITY OF THIS REPORT. THESE ROUGH GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE RECOMMENDATIONS ,✓'' 1 Sad/Q MADE IN THE GEOTHECNICAL ENGINEERING INVESTIGATION / 0 11 ... 13 i,; -, an No. C 34432 m Or Exp.; tPJ CIUI\. \z q OF CITY OF LA QUINTA CITY OF LA QUINTA RESIDENCE INN BY MARRIOTT PRECISE GRADING PLAN S COVERSHEET APN 600-020-053 DATE Wi OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. PREPARED FOR: SUNRIDGE PROPERTIES EXP. DATE 9-30-2020 WDID # 733C386505 SHEET NO 1 OF 6 DESIGN BY: NKE DRAWN BY: OH DATE:08/31/18 DWG FILE: JOB NO. 18-027 t'(ltY0(l - 000 7 6 00' 2.00' AUBEASPERBUAA(,GI .E0F6BIIDFWAUNAS. DETA. 4 I 5 PROP. TOP OF CURD GINVE ITC) AS PER PLAN X- � 'NOP. GUnEROEALEYDAUSPERPLPN of 0 2 � I PROPOSED VERTICAL CURD AND BUFFER 9EE DETAIL 5 SECTION A SCALE VIEW 2.00' R—CULP.„"—ALN. REE DBTAIL 5 PROP TOP OF CURB GRABE ITC)AA PER PµN -PROP OUTER OMVE (G)AS PER PLAN -15,52' 45,52' PAVEMENTSEE RETAIL B 1 %D MIN T02%MAX � 5 4 00� 14A8' PROP T. RDPca e qR. sEE BETga GUILPVVLUR Lry EEY Glo 5 1%MIN TO2% MAX - O` PRowsED lENI CLUB ANN GUTTER. REE DETAc DO5 _ _._ _. -... --.... TO STORM DRAIN I 25.50' 10.00, PROPOYEDRANDRAIN SSE BETUAIL PRDPnenovesroxN°Rnlu SECTION B SCALE VFW 5.001 7,50' 2.00 45.50' SECTION C SCALE V=10' 6.00' 2.00' GEENETAII 5 YOP TOP OF CURB GRADE ITOAS PER PUN 'ROB. GUTTERGRABEIG)ASPERP,AN -O `PROPOSEBYERTNC,_llRBANB ALI SEE DETAILDO I DO 29.00' 1% 45.00' \ 1% MIS N TO 2'/A MAX zsso• PROP, P PVC FIRELINE SECTION D SCALE 1-=10' 20,00' PROPOSED 14.00' PROPOSED 20.00' EXISTING STORM DRAIN EASEMENT CVWD EASEMENT CVWD EASEMENT PROPOSED 3000' ROAD EASEMENT I �P0.OPOSEDPgVEMENI $EE DCTPIL 5 1 MIN TO2%MAX I I 1 I 8.00, 1 30.00 I EESP� I �P0.W. IPVBLICSEWER LINE I 10.00, 10.00 1 SECTION E SCALE VI=W DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS BENCHARK PD-3-1E DIAL TOLL FREE 1-600-227-2600 ELEVATION: 92.067 NGVD29 (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET ) BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG TIIE NORTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST' QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN 5/2a/z02o N.K.E. 0 -CONTROL LINE DETAIL: Sl PLANS AS PER COMMENT. -DETAILS IB & 19:STOP BA DETAILS ADDED FOR CLAF AT LEAST TWO DAYS BEFORE you DIG. 889°39'16" BERNARDINO BASE AND MERIDIAN, BEING NORTH EAST AS SHOWN ON R.S. 96/52 , RECORDS OF ��, . RIVERSIDE COUNTY. IS HEREON SHOWN C ND STOP SIGN (R1-1) 2.00' 2,00' 8.00, 1UUNG FBI WALL 1 I �Ensnrvc Fw ONE. GRADE TO 1 PERP 1 )VERTICAL CURB AND CUTTER. SEE DETAIL 5 I 4 00' 14.48' 2.00' 7.50' 5.00, Ll � I I F—OFOUT-GRADEOUCALI I BEPbe slS�.rRRlmcu �sEED5 — RI. VNLEY GVI'TEfl IT PIA I AS SEE BETAIL Gurzee ELEVATIONtGA 5 I 2650' / / PROPERTY j DNE TC-5925 PROP. 20'STORM FG-58.75 EXISTING CURB DRAIN EASEMENT STORM DRAIN &.GUTTER TO I PROP. HOPE REMAIN — _ _ _ — _ — — — — _ — — _ _ _ — _ _ _ _ PROPOSED 8" PUBLIC ' SEWER LINE - /, DI 5616 / ✓ T _ ul Z ul — O w Q o .,4i L YY r Q d' J -� 32 36 ._ - zmo SMH o W o U 2 0 I D I �= MATCH NEW AC � � PROP. 14' CVWD EASEMENT O w 0 DW&A-5652 PAVEMENT TO 5785 LVa w A-57 DREWAY _ 15 q. ... f� - _-- / - N0�315107/& EASEMENT ASE PER ) 74387 PROP. 30' AND PUE PER NT ROAD EASEMENT INSTRUMENT 2012-0376789 CONTROL LINE EXISTING 12" WATER LINE SEE DETAIL BELOW E. LINE W. Y2, E. N2, (FACE OF CURB) NW. Y4, SE Y4, SEC.29, =mmmmmmmw�� (N 00' '1D" W 687.05') N 001211" W 626.42' N 00'12'11" W 1360.53' (N DO- '10" W 1360.88') [N 00'08'35" W 1360.73'R4] 2 SECONDARY ACCESS SCALE 1=29 "LIABBIL FASTCUNSTRUCTION NOTES 194. MIS N T02RABS °/DMAX i.. = G CONSTRUCT 3" AC PAVEMENT OVER 4 "CLASS II AGGREGATE BASE " - AS PER DETAIL 1 ON SHEET 5 (PAVEMENT SECTION) / ® CONSTRUCT 30' WIDE DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.221 f 2O / GBrTER GRAFF, 0 sPERPLAN (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) 001 \ O.W PROPOSED VERTICAL BURSANO GDrTER SEE 0PUT � SAWCUT AND REMOVE EXISTING VERTICAL CURB & GUTTER 5 INSTALL 30" MIN. STOP SIGN (R1.1) WITH 12" WIDE STOP BAR AS PER DETAIL 18 &19 SHEET 2. LINE TABLE NO LENGTH' BEARING L 18.3705 N 86' 30' 37" W 1 � � U 2.00' 6.00,. - FI Is GRABEASPRRI % MAX ILI lBID OI I I U 30' WIDE U-- I DRIVEWAY O NOTES TO CONTRACTOR- EXISTING UTILITIES I 8 THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE -I OBTAINED FROM A REVIEW OF THE AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, EDAIS ENGINEERING INC- CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE - - — - - — INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN 5 _ AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT NOTE: LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. AL DIMENSIONS TO E. LINE W. y, E. Y2, THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, TH FACE OF CURB NW. Y4, SE Y, SEC.29, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL - UNDERGROUND UTILITIES THE CONTRACTOR SHALL POTHOLE PROPOSED CURVE TABLE NO LENGTH' RADIUS' DELTA Cl 4.498 658.639 0'2329' C2 3.949 658,539 0'20'37" C3 30.470 668.539 02'39'04" C4 2,383 658.539 0-12'26" C5 1931 2267.459 0'02'56" 8.00, 0 N 40 12" — 800'1 _I 200' \II.81 YY NN ao 3.00, - 1 C/L a0; 15100' —_—C/L .00'-- 8.00'-- STOP BAR AND LEGEND DETAIL 18 CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION , AND SHALL VERIFY 2000' THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT , DURING CONTROL LINE I CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND 1 AT UNEXPECTED ELEVATIONS OR LOCATIONS, EDAIS ENGINEERING INC. IS TO BE SCALE V=20' NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS ENGINEERING WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, NOTES TO CONTRACTOR- DRAINAGE INTEGRITY 2'- 0 INCLUDING REPAIRS REQUIRED , IN AN EXPEDITIOUS MANNER. THE CONTRACTOR STOP RI-1 FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. THE GRADING PLAN PROVIDES FOR ON -SITE DRAINAGE IN ACCORDANCE WITH THE ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE ATTENTION. OF EDAIS ENGINEERING INC. THE CONTRACTOR SHALL NOTIFY EDAIS SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE ENGINEERING INC. PRIOR TO POTHOLING. IF NECESSARY , EDAIS ENGINEERING INC. CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF I REVISIONS ARE APPROVED, BLOCK WALLS, FENCES OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. EDAIS ENGINEERING INC. ASSUMES NO NOTES TO CONTRACTOR- SITE CONDITIONS RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS CEANDG. ER.YEIFETAL 2 CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE SUBCONTRACTORS, OR PROPERTY OWNER. �'_" JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, NUISANCE WATER DISCLAIMER NOTE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. EXCESSIVE OVER -IRRIGATION OF LANDSCAPING IF IT PERSIST, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS , RETENTION BASINS, HARDCAPE OR THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER AND PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY EDAIS ENGINEERING INC. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR EDAIS MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS ENGINEERING INC. RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S 36CLEAR NOTES TO CONTRACTOR ACCESSIBILITY DETAILS ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. -- - THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND CONTRACTOR NOTE- STORM DRAIN MAINTENANCE DURING CONSTRUCTION AND LONG ,TERM DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE ' PLANS.ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY ALL INSTALLED STORM DRAIN INLETS, CATCH BASINS, JUNCTION STRUCTURES AND STOP SIGN (R1-1) 19 ' CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE PIPELINES MUST BE PROTECTED FROM DEBRIS DURING CONSTRUCTION AND PRIOR TO ji CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY COMPLETION AND GROW -IN PERIOD FOR LANDSCAPING. ONCE THE PROJECT IS INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY COMPLETED AND ALL SOIL SURROUNDING THE INLETS/CATCH BASINS IS STABILIZED, ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE MAINTENANCE MUST BE PERFORMED ON A REGULAR BASIS. IF REGULAR CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING INC. IMMEDIATELY REGARDING ANY MAINTENANCE/ CLEANING IS NOT PERFORMED, THE SYSTEM MAY FAIL RESULTING IN ISi SUBSTITUTE MYLAR ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. DAMAGE TO THE PROJECT. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON NOTE TO CONTRACTOR- EXISTING SURVEY MONUMENTS THIS MYLAR IS IDENTICAL TO THE MYLAR ESs)q�, THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND APPROVED BY THE CITY ENGINEER ON MAY 9," THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY 2019 EXCEPT FOR THE REVISIONS NOTED K. SPECIFICATIONS AT THE TIME OF THE PLAN PREPARATION. THEREFORE IT SHOULD BE ti �� fp9 i NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF HEREON: ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION: THE FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO Q z N0. C66253 L CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE p _ Exp. 6/30/22 CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED I� ' L� SPECIFICATIONS AT TIME OF CONSTRUCTION. SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. I JE `'P�q CML �P NAJEH EDAIS ,pE �Pi2/ 2C>Zo o. � DATE: OF ch E D _ APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO 2 OF 6 DESIGN BY: NKE K. Fp9% Engineering, Inc. RESIDENCE INN BY MARRIOTT Z�NO. C66253 N307�'S S Ave �4E Yuma, Arizona 65365 PRECISE GRADING PLAN DRAWN BY: OH Exp. 6/30/22 (928) 344-3566 FAX (928) 341-1075 1 EMAIL: n.j.hOEdaiagroup-com DISCLAIMERS AND TYPICAL SECTIONS &�4_m��/!/ 6 %�� DATE:08/31/18 APN 600-020-053 *�T9T F Of CIVIL ��P* BRYAN MtKINNEY CITY ENGINEER DATE W2 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE: CAL\F� 6/?J2020 DATE I BY I NO. I TNT DESCRIPTION. APPR APPR DATE 6/2/2020 AJEH EDAIS, PE DATE PREPARED FOR: SUNRIDGE PROPERTIES R.C.E. NO. 49418 EXP. DATE 9-30-2020 JOB NO. 18-027 �& Zo Lir-0 0 (2- 6.00' 2.00' -�ONDEA9lFR cuNIN+) s ICE TCINGPERPLPN 5 (G)AS MR RAN .LR7M, ME DE. 2.00' i / 8 1a D SKEW SEE AS W W CURB GRACE ITC) AS RER P,AN GUT M GRACE IGI AS PER RAN 25.50' 2 5 SECTION B 1R SCALE V-10' 5.00' ; 7.50' i 2.00' DIG AL TOLL FREE -227-2600 :(TWWODAYS A YDG. SCALE 1'-10' 6.00' 2.00' -MC GEED I n, 9aa DETAIL 5 't� p/GRACE IG1 A7 URS GRWt��WUER VER.EETNL 29.00' SCALE 1"0' 20.00' PROPOSED STORM DRAIN EASEMENT 45.52' 45.00' 45.52' 14.00' PROPOSED CVWD EASEMENT PROPOSED ---- ROAD EASEMENT /-PXCPGBED PAWREXi$EE RETAIL 166 MIS N TO 2%MAX / I 30.00' �NIM.a•PLBLICaEYrERLMIE 10.00, SCALE 1'=10' E RT BENCHMARK: BASIS OF BEARING: BENCHARK PD-3-1 E ELEVATION: 92,067 NGVD29 BEARINGS SHOWN HEREON ARE BASED UPON THE (TOP OF 1- I.P. ITH COUNTY TAG AT THE INTERSECTION OF BEARING ALONG THE NORTHERLY LINE OF THE MILES AVENUE AND ADAMS STREET) NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 89`39'16" EAST AS SHOWN ON R.S. %/52 , RECORDS OF _ RIVERSIDE COUNTY. 45.50' \ Z/6 Ml� N TO 2% MAX 2 25.50' RACE- A� ME LAW REVISIONS 62019 N.K.E. 1 1ST SUBMITTAL jjN.K.E. 2 2ND SUBMITTAL N.K.E. 3 3ND SUBMITTAL 12019 N.K.E. 4 4TH SUBMITTAL UNDERGRWND SERACEA.E GF SWTHERN CALIFORNIA DATE BY NO. INT 4.00' 14.48' P0.CP. VALLEY GI RVPCUJ AS ME MTAIL CU RHEV..4p11G1 4.00' 14.48' 2.00' 7.50 I 5.00' TCP CE CURS (i0.KE M) LG PER RMI j I PRCM`MR YP I &H CETAE� IC, P AS BEE CETNL k 5 g I I I MATCREXMINGI GR of 1 % S N TO 2 MAX MI � ,. \\^��' -� -- GURER GRACE IGI AS PERPI/.N FliOP�EOYERIM CNBAVOOUfiER. BEE EETAIL v �jc )/ PROP. 20' STORM ? DRAIN EASEMENT EXISTING �1^TIER TO PROP. STORM "DRAIN CURB REMAIN - - - - - - - - - - PROPOSED i B' PUBLIC SEWER LINE i LU - - tiL I 1 I V 1 Q K ____ -- 50 00'_- ____--"�.__. __ _-__.__.... 50 00 _. _-__ .... Z M a ...... _- 1 ZWz sMH O w U2 ..... - DI��- MATCH NEW AC PROP. 11'CVYYD EA8EIAENT zw (0 O ORwAv _- PAVEMENTTO _-_ . M67.15 _ 1.. -- _ ..., a 2."... D�r �V_I`1.J ER _. LL w % 71 qPROP �' EXISTING 20' CVWD EASEMENT PER INSTRUMENT I ROAD NO. 2012-0315107 & 2012-0274387 AND PUE PER (FACE EASEMENT INSTRUMENT 2012-0376789 CONTROL LINE EXISTING 12' WATER LINE DETAIL BELOW ( ) �,\6r,J E. LINE W. Ye E. 2 OF CURB . �.•i NW. Y4, SE Y4, SE0.29, SEE r/ (N 00' '10 W 687.05) N 00'12*11 W 626.42' N DO'12'11' W 1360.53' IN 00' '10* W 13W.88) [N 00'08'35- W 1360.73'R4] SECONDARY ACCESS E ,l SCALE 1'=20' CONSTRUCTION NOTES 2p °0 0. ( l Q7 CONSTRUCT 3' AC PAVEMENT OVER 4- CLASS II AGGREGATE BASE !)/� AS PER DETAIL 1 ON SHEET 5 (PAVEMENT SECTION) ) ) ® CONSTRUCT 30' WIDE DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.221 I l U (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) ® SAWCUT AND REMOVE EXISTING VERTICAL CURB & GUTTER U I I 1 1 U I ) I 1 1 U 30' WIDE I DRIVEWAY i 1 � II I it I' NOTE: ALL DIMENSIONS TO E. LINE W. &E. X, THE FACE OF CURB il. NW, X, SE 4, SEC.29, II CONTROL LINE SCALE 1'M20' NOTES TO CONTRACTOR- DRAINAGE INTEGRITY THE GRADING PLAN PROVIDES FOR ON -SITE DRAINAGE 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 OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. EDAIS ENGINEERING INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTORS, OR PROPERTY OWNER. NUISANCE WATER DISCLAIMER NOTE EXCESSIVE OVER -IRRIGATION OF LANDSCAPING , IF IT PERSIST, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS , RETENTION BASINS, HARDCAPE 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. CONTRACTOR NOTE- STORM DRAIN MAINTENANCE DURING CONSTRUCTION AND LONG TERM ALL INSTALLED STORM DRAIN INLETS, CATCH BASINS, JUNCTION STRUCTURES AND PIPELINES MUST BE PROTECTED FROM DEBRIS DURING CONSTRUCTION AND PRIOR TO COMPLETION AND GROW -IN PERIOD FOR LANDSCAPING. ONCE THE PROJECT IS COMPLETED AND ALL SOIL SURROUNDING THE INLETS/CATCH BASINS IS STABILIZED, MAINTENANCE MUST BE PERFORMED ON A REGULAR BASIS. IF REGULAR MAINTENANCE/ CLEANING IS NOT PERFORMED, THE SYSTEM MAY FAIL RESULTING IN DAMAGE TO THE PROJECT. 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. E D Ai SkBRYAACKINNEY APPROVED 13 CITY OF LA QUINTA CITY OF LA QUINTA SHEET N B 2 OF 8 (��/QY(i DESIGN BY: NKE K. Fo9eL, Engineering, Inc. RESIDENCE INN BY MARRIOTT DRAWN BY: OH �,o_ C66253 PRECISE GRADING PLAN 9075 S. Ave. 4E Yuma, Arizona B5S55 EK*. 6/30/ZO (929) 34L4-3558 FAX (928) 34i-1075 DISCLAIMERS AND TYPICAL SECTIONS * * El[AIL: aajeh�Edaiesroup.com S 7 APN 600-020-053 DATE:OS/31/18 CML E�� CITY E INEER DATE Wj OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE: tO'*F- CAI 019 PREPARED FOR: SUNRIDGE PROPERTIES DESCRIPTION RE APPR DATE 5/6/2019 INAJEH EDAIS , E DATE R.C.E. NO. 49418 EXP. DATE 9-30-2020 JOB NO. 18-027 2.00' 6.00' ei)PL1Fa91bEMIe159FErc.� 5 2.00' 20.00' LINE TABLE RO LENGTH BEARING L 18.3705 N 86' 30' 37' W CURVE TABLE NO LENGTH' RADIUS' DELTA Cl 4,198 658.539 0'23'29' C2 3.90 658.539 0°2(M3T C3 30.470 658.539 02'39'04" C4 2.383 658.539 O'1226" C5 1.931 2267.459 0°02'56" NOTES TO CONTRACTOR- EXISTING UTILITIES THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF THE AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, EDAIS ENGINEERING 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, EDAIS ENGINEERING INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS ENGINEERING WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED , IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF EDAIS ENGINEERING INC. THE CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING INC. PRIOR TO POTHOLING. IF NECESSARY , EDAIS ENGINEERING INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. NOTES TO CONTRACTOR- SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION FOR 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 EDAIS ENGINEERING 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 EDAIS ENGINEERING INC. NOTES TO CONTRACTOR- ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS.ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF THE PLAN PREPARATION. THEREFORE IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. (N 00'10'16" W 1351,33') [1351.34'R5] N 00'11'18" W 1351.34' 3 FOR CONTINUATION UMW. LINE E. Y2, E 2 SEE SHEET 6 HWY 111 K (N 89'39'16" E 331.34) NW. Ya, SE Ya, SC.9, IMPROVEMENT & STRIPING PLAN (N 00'09'34" W 1354.55') N 00'10'08" W 1354.39' (N 00-09'34" W 854.32') N 00'10'08" W 797.02' (57.30') I 57.30' c PROPER_' T' ', N °58*09"E 376.13' LINE END OF CURB TC- 5925 MATCH EXISTING GRADE \ 3 ,] 7C- 59.25 N 00'12'I1' E 456.48' __.____ TC 58 76- FG- 58 50 TC- 59.05 TC- 59 25 TC 59.25 TC 59.25 TC 59 25. 11 OG 58 26 TC 59 2 TC 59.25 TC 59 25 G-58.21 -.. _. _. IN 51 97. .." G 5855 _. _ " 022% _- -o_ -_- _. 0.22% 0.22"/° __ 0.22% -W I 1.9_% 0.04% 0.95%. 0.30% 0,30% 0.30 /° --- �- TC-5889 -� TC-59.20 TC-59.00. "' TC-58.80 0�5 // `- TC- 59 O Z G- 58.39 G- 58.70 TC 59.11 4 G- 58.50 - (NV- 48.� N G- 58130 TC- 58.95 TC- 59:00 -- .- a H W . ¢ wHx G- 58.61 I m G- 58.45 G- 58,50 G- 5&58 G- 58.70 D_ D TC- 59.25 _ ��1 ��. ml .PROP 18' HDPE SD PIPE _ „ & & Y a 00. p h \\\ o < SEE STORM DRAIN • , .. i. �i �I �i �I �� .. U = IMPROVEMENT PLANS a� a TC-59.30 of N (0 �J �1C- 59.22 _ TC- 59.30 G- 58.80 TC- 59.38 TC- 59.48 O w „I TC- 59.21 TC- 5 .26. G- 58.72 _- - ---_-� TC- 59 30 T 59 30 G- 58,80 - IL W G-588U TC-59.32 a.oy% . G-58.88 1�05% G-58.98 m FS- 58 78 G- 58 80 4 : TC- 59.32 , 4 C- 5 19 G 58.71 G- 58 76 0 25 % TC- 59.25 4 TC- 59.46 TC- 5 . G- 58 82 --- -- TC- 59.32 C-59.32-. - / 4 G-58.69 /-/ TG�59.25 TC-59.2 G-58.7558.82-- - !.. G- 58.96 G- 58.96 -, , - - G- 58.82 G- 58.82 %% GG-58:75 G-58.78.' TC 59.50 ____-- -- �' ° ' - . TC- 59.50 f5- 58.80 :..., 7C- 8.88 / [ FG 58 75 o �.,, �59.00 TC-59.62 G5900 e \ m 4 w m 4 I TC-59.32 TC-5951 �, G- .12 1. .�. TC-5951 - n. o '.. o� n� TC-59.39 G-5901 > _..-:" G-5901 0l TC- -. G-58.89 G�0 G- 58.82 + ACCESSIBLE .., TC 59.57 TC- 59.56 TC 59 56- - G- 58.91. ' TC-. :41 T - 9. 1 : � TC- 59.4/ S- 58.91 `. : ROUTE MN X FS-. 58.91 _ ] a - -.... - TC-59,41 ` G--59.06 0-59.08: - IN DIRECTION OF TC-.59.41 ° TC- ° FS-59.38 _:. 1.01% G 58.91 G- 58.91 G 58.11 \\ g 5 p - TC- 59.72 0.0o A O.aa / TC- 59.38 0! 1 58 68 =_ " G-5854 .. 0.00%' b. 00 °^ G-58.91 -��- TRAVEL '.. G 5891 G-5891 - _. __, -_ ''. `. ; G- 59.22 G- 59.22 -.... o % _ - - - /-� G 5686 °o � � � � �... � � o � ° Ij. � ° e 04% _ � - _ ' Ali �oo ' 570/ FS 5 58 o II o - }2 - - FS- 59.47 ° _ . a ._ O:Z% c\ ; _.R07 7 _ ° 3.02.E ___ r o -_ -0.0 / 0.0% -_ _- - 0 2�/o y FS-59:46.. __ i/ II -a �u. _ �\\� \--\� • _.. - : FS- 58.88. TC- 59.83 7 TOG 57.93. : �G- 58.54 MI FS- 59.47 F �'-'-��T-' sk % FS- 59.38 FS- 59.47 A FS- 59.47 FS- 59.63 1 pl% _ FS 59.38 8 2 00 % m \ 6 FS- 59.47 - .3 Q _ 6� �FS- 59.47 6 \ 10 6% TG- 56 88 7 G- 58.33 'NV_ -..- -. d11 `` _ _ _ f ° TC 59:25 / _ - --ACCESSIBLE TG 5941 1� / OG-59.00 t9 o FS-59. 0.0% t o TOG-59.00 �� ROUTES/ MAX G- 58.91 12 19 TOG- 59A), 19 1 T - 9.40 TC- 58.77 TC- 59.09 TOG- 59.00 1 TOG 59.00 INV- 55.28 12 INV- 53.67 12 IN DIRE�C�ION OF 5� G- 59.07 G- 58.90 ) G- 58.27 S 38.9% G-5&59 S=130% 1 INV-54.70 S=1.0% INV-55.04 5=1. /o g_ p./ INV-55.5 _...-L ___ FS-59.62 - EL o ACCESSIBLE I 28 ____....- MCI' I.li V}a ROUTE 5% MAX �'i L.__ .__4 -.-.. FS- 59 62 0.73°° F DOOR 40� fS- 9.67 FS- 59.67 FS- 59.67_ F_5- 59.67... INV-47.01 v _.__ _l 28 27 - _ @ TOG-59.0019 'I 1T 4 V 47.01 .�,,..:....... s .. _ IN DIRECTION OF INV-54.57 FS 59:87 - 'iI - NI TRAVEL FG-5 5 F -59.25 !-- 7 - INV-53.47 �-, . 5. o G-5 26 0 i 11 1 /g/� FG- 59.2 i � o ___ 4 N o FG- 59.25 N L58.79 F$-59.73F-59:67FS-59.67 SEE ARCHITECTURAL PLANS27 GOLF PUTTING GREEN IFG-59.25 FG-69.26 II FS-59.67 FS-59.6720.00'LANDSCAPE/SIDEWALK FS-5967 13z Fs^ s9. Toc- 5 00 19 POOL SETBACK PER COA. INV5464 SEE ARGHMiECTW2AL PLANS FS•5893YC 5 .75 21 FS-59.63 FS-59.63 IF - 9.65 _ 1 GoTC- 9.05 S'8.73 gl 20 -.;6TG 58.47 II u. " T G-5 5 - FS- 6.75 G 57.97 58 55 T G59.38 m 79ZZ G-58.23I� G-5911 19 INV-53.17 _ TC 9.41 0 M CONSTRUCTION NOTES 10 CONSTRUCT 3" AC PAVEMENT OVER 4" CLASS II AGGREGATE BASE AS PER DETAIL 1 ON SHEET 5 (PAVEMENT SECTION) O3 CONSTRUCT 6" BARRIER CUR13 PER DETAIL 3 ON SHEET 5 CONSTRUCT 6" CURB AND GUTTER PER DETAIL 2 ON SHEET 5 O5 CONSTRUCT 4` WIDE RIBBON GUTTER PER DETAIL 5 ON SHEET 5 © CONSTRUCT ACCESSIBLE RAMP PER DETAIL 7 ON SHEET 5 O7 CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 8 ON SHEET 5 10 INSTALL NEW 3.0' WIDE DETECTABLE WARNING. COMPLYING W/11 B-705.1.1 AND 11B-705.1.2.5. (RAISED TRUNCATED DOMES AS PER DETAILS ON SHEET 4) 11 NYLOPAST DRAIN BASIN Wl2X2 MAG STYLE GRATE (3299CGSPSBM) 1© CONSTRUCT P.C.C. SIDEWALK/WALK AS PER DETAIL4 ON SHEET 5 CONSTRUCT BLOCK WALL (STRUCTURAL DETAILS BY OTHERS) NYLOPAST 36" DRAIN BASIN W/2' DIA. GRATE (2836AG) 1© INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) FOR FIRE HYDRANTS 19 INSTALL AREA DRAIN ANDIOR CLEAN -OUT PER DETAIL 9 NO SHEET 5 ® INSTALL 3" PVC SCHEDULE 40 PIPE (CONNECT TO ROOF DRAIN SEE BUILDING MECHANICAL PLAN) . ©1 INSTALL 47 3- Al WT REDUCER (OR APPROVED EQUAL) GRADE EARTHEN SWALE 6"X 4" ADS-N12 WT WYE ( OR APPROVED EQUAL) ® 8"X 4 ADS N12 WT WYE ( OR APPROVED EQUAL) MATCH NEW CURB & GUTTER OR SIDEWALK TO EXISTING ® INSTALL 4" ADS-N12 (OR APPROVED EQUAL) INSTALL 6" ADS-N12 (OR APPROVED EQUAL) INSTALL 8" ADS-N12 (OR APPROVED EQUAL) W 0 0 a G- 58.58 2 M G- 58.57. ° G- 58 38 a G- 58.18 G- 58.37 a G- 58.55 �' o o o C/L HWY NO. 111 S N o� r--,...-. _ ,,, ,. z z �I. 7 T-:5stt- PER IRS 142/5 TC-.5 01. TC- 59.17 TC 59.11. TC 59 05 TC- 59.11 \ I F - 58.65 S 58'.65 q 4 G 58 61 0.00 % G- 56 61 tO 1p 3 ° 037% G-5851 0�45%-- 0.12Y �--- TC- s t_', O G 5867 G 58.61 G 5855 ', \ _ - 5 .25 - E. LINE W. Y', E. Y2, - - - TC-59,62 7C-59.76 E FS- 58 75 S- 58.75 G- 58. 5 NW. Ya, SE Ya, SE0.29, G 5-912 g G 5926 N 00"12'11' W 455.62' - - - -_ - - - - -- �� - - - -- - SCALE. 1 -20 (N 00'08 10 W 687.0 ') N 00*12'11 W 626.42' _ _ D N 00'12'11" W 1360.53' (N 00.08'10 W 1360.88') [N 00-08.35" W 1360.73'R4] 1 L I -- r N. LINE NW Ya, PROPERTY UNE ,° ., SEC.2. I i EXISTING 20' CVWD EASEMENT PER INSTRUMENT NO. 2012-0315107 T.SS., R.7E, S.B.M. & 2012-0274387 AND DUE PER INSTRUMENT 2012-0376789 i B : EFFIERSON ROAD 1st SUBSTITUTE MYLAR THIS MYLARiS IDENTICAL TO THE MYLAR E�'� (N 89'39'16" E 1656.57') [1656.57-1 .APPROVED BY THE CITY ENGINEER ON MAY 9, K _ _:I INV-55.63 - _ _11 TC-59.25 , a TC- 59.25 200% I TOG-59SO TOG-59.50 FS 59.63 TOG-59.53 •/ G F$ 59.47 If G 58 91 �- o FS- 59.63 ___ 7 00% // 58 75 1 % - -�� - / i 00% 58.75 FS- 59.67 A i 9 _-. w G- 59. F - 59.25 m TC 59.25 27 28 i9 19 I INV-52.g8' - �� " - a TC 59 25 -- __- __- _ �`- 28 F5-- 5� T 5 .22 5-12 86% o ". 11 I INV-5266 INV 5239 F 51 11 TC-58 m m 231% ITG-58.22 1�4% of G-5875 n qII 27 9.' - 7` 5-1.0% �J. $ 10% _ _ m In TOG 59.00 F - 5 6 - FS- 59.47 TOG 57.94.1 TC 59.11 ,�! 19 __._-__ rv,l -__ a -. .. __ __ FL-59.16 _ S 2.68% m m N 133 INV-55.15 -mac I- • - --- 2g INV-51.40 1 ei w G 58.61 - 20�0% I E FS- T 5 50' 28 - G 58.72 19 t FS- 59. 7 '-� z 76 TO 8.74 '. 4 '�I 59.fi7 INV 53.00 i 28 INV_ $ .32 m �_ -� -- G- 58.24 k`I TC. 59.29 T 5 1 20?211FG- 59.25` FS- 59.67f ��--FS-59.67FG- 59.25 I INV-50.50r22 ', Td& 890G-58.79 G 5911FG-5 .2 22 `I V 5143 ._ACCESSIBLE. M m N9.2-5 .19 - 'i e�ROUTE 5%MAX V) 1,18.TOG- 6.5=1.16% 5=1.16% '� u� IN DIRECTION OFmZN INM IR bZ FG- 59.25 /,Zw 56.00-59.16FG- 9.25 3 �'TRAVEL_ -^ x o- • L t2 .67 22 F - 591 G- 58.53 � DO w zW w G i, /�7C-59 55 PROPERTY wN O 25 6-.58.40 �1 G-5915 I LINE m oz a oi0m a H FS-59.73 .., �Q J F \ 31 ;PROP 18"HOPE SO PIPE F$-59.67 PROPOSED NEW BUILDING FS- 72 ! FB-59.73 w "W FL- 511.16 .__. I I w2 03 w SEE STORM DRAIN io. 0 L� w IMPROVEMENT PLANS FL.59.16II li.� m O z (SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) FG-59.25 gi M P FG- d; _ 58 75 FG- 59.25 FG. 59.25 F.F. 59.75 4 �� I m mQlr ri FL-59.11 z 03 O pp FG 5925 ACCESSIBLE ,i 12 �. � z 5 4 a 22 FG-59.25 ROUTE5%MAX- FG- 9.25 it I Cl IN DIRECTION OF (A� Q �] - +, - Z PROPERTY o� TRAVEL P.E. 5 V . �� 1 59.25 FG- 59. 5 20 Y 22 �� h O. 0 y, LINE :.-.-I !-_ .. - -= iJ z1 - _ -: 20 zo a FG 5925 3 O - 5 b FL- 9.08 20 S-1.0%� 5-1.0° - DOOR 20 FS-59.69 - FL-59.16 22 1, 21 22 FG 592 it • ` ' FS 59 73 ///ytfli�� 21 20 TOG 59 00 20 16 o _ 19 21 FL- 59.16 =..z. # .. = y 20 INV-50:90 ��- -.../o INV 51.52 - --:_ FS-59.69 1.00S a C- 1 TC- 59:29 T 59 61 FS- 59.69 TOG- 59.00 TC- 59.63 - - _ TOG- 59.00 - "FS 59.69 r� a _. _.� 5-1.0%.. INVr 45:75 G 5911 _ - 22 INV_52.23 INV-5L8g G-59.13 FS 59.67 0 21 TOG-59.66 TOG-59.0 q i9 t9 27 1 n 21 TC 59 25 ! G-58.61 G- 58 79 1�3a° 27 ' m S`-51.7% 2 00% ` "' TOG- 5 . INV- 55.12 INV- 56.D0 o� FG 5 75 TC 58.69 T -59. 5 -,, o i o _' 19 TOG-59.0019 °qo FL-59.11 m M G-58.19 G-5855 o,l 12 f - -, �.03/ o, l,_ - S �` INV 5258 ��-0 INV-55.30 �I 1 Z p� 11 1 ,5-1.0-k 12 INV 5292 21 S 10% _ _.___ - -_ ° GRnce FS- 59.63 --! S- 59.63 - ---° ' - - 7C- 59 63 -. 0.00 % -_ '' i r, TC 5868 J 28 t23% 159.61 \ \ 000% o% TC 3 BREAM - -•- \ Sg9 3 0.00% 27 --- TC 59 63 o G- 59.13 z - - - G- 58.18 TC- 59 5 TC_ 0 00% T - G- 59.13 0 3 6 Ill gl o� G-59.13 27 G 5913 n G- 58.55 "G- 59.13 FS- 5 .13 2 27 OG 59.63 19 G- 59.13 N + o °o rn INV-50.73 TC_ �, `° G 5883 m - o u i TC- 59.34 TC- 59.3 q'. ^ „ i TC- 59.59 TC-. 59.54 _ v' TC- 59.. 0 r7 4 o FS- 58.76 (d� N / G 59 09 G- 58.09 G- 58.80 INV-4646 U G-59.09 G 5904 G-58.80 TC-59:30 I.. Ily TC- TC- 59.25 > TC- 8.71. -,1 G- 58.80 G-.58.75 28 G- 58.80 " 3US e _ -__ _ . _ o 0' _--____�.. _. G'S8.21 TC-59A5 \ m: TC- 59:30 TG 9.32 T -59.54 YC 59.32 o 28 : -_ TC-59.25 o� 0.67 TC- 5& 78 10 1.64% G- T 59.2 n U GB G- 58.65 TC- 5 .26 G- 58.80 TC- 5 26 58:82. G- 59.04 G- 58 82' -- a T 92 `- TC- 59.25.. `P G- 58:75 Q-- _ �- W.2$ -PROPOSED - \ TC- 59. _ _ �� N - in G- 58 75 N o n � } C 6.39 8" PUBLIC o G- 56.55 5876 .: T 9 6 N G=:58 76 TG 59.25 G-58.75 G- 58:75 i,. 03: H":4 G-�. SEWER }\\\ 11. ��i °iI m INV 47.87 INV 4890 .-j PROP. 18'HOPE R PIPE 03 1 Q.Z TINE.. \. Y G 5876 0l 28 INV-4711 G-5875 �j '�. 1. Z_ �O l SEE STORM DRAIN x _ l IMPROVEMENT PLANS N 'o Z U 1 ! TC-59.05 6 GB PROP 18" HDPE SO PIPE PROPOSED 14'CVWD EASEMENT " __.._ MV-47.86 N 28 0 .INV-4 28 ri o o U N GB G-58.55 C 0 SEE STORM D IN 28 5 PROP. I8 :HDPE SD PIPE TC- 67 s? 8 T - -TC-58 5 5 w 1- TC- 5905 TC- 5&91 T 51, : T G ` 5 .7 - 58 - G- :. TC- 59.0 - 56 T - 58. ,� G- 58 1 G II TC 58 9 z O W G-56:55 G-58.41 - ---'"- 18 G-58.33 G-5834 G:-5848 I : IMPROVEMENT PLANS: oq8% G-58.20 m INV-50.901fi. 0.51% 051 % - '0 051% D.51% 3 3 W W 053% G-58.0 063% INV-50.90 0�4s% _. �_._ G-5840__._ 58,43 _ ...... z.ta%--- -__ - .__-_ 25.14' -- _ - -.- _. - - _ _ 7 D1'- -- - - --- - -- - --- EX 18 PIPE o N ,m --. -. _ _. - T 85. TC 58.72 TC S .68 TC- 58:82 TC- 58.87 (1^6 TO - 515 _._ TC- 58 95 _ I \ `� TC- 59.07 TC 58 86. INS V- 50.90 G- 58 45 TC- 59.05 , TC- 59 OS 4 � G 58 35 G 56 22 G 58 32 2019 EXCEPT FOR THE REVISIONS NOTED HEREON: Q zN0. 6/N E P30/22 CML NAJEH EDAIS , PE q� �- CA1 DATE: /OI9i(POEo DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS e /( FDA = S APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO s OF DESIGN BY: NKE BEARINGSALONG HERLON ARE NORTHERLYBASED LINE OF E -NEWDRIVEWAYAEELEVATIONS NS AD LISTED ACCORDINGLY. K• Engineering Inc. RESIDENCE INN BY MARRIOTT BENCHARK PD-3-1E 52812020 N.K.E. 1Q(�`(� FD ELEVATION: 92.067 NGVD29 BEARING ALONG THE NORTHERLY LINE OF THE REARRANGED, ELEVATIONsnoduSrEO AccoaolNGLY. � , q DIAL TOLL FREE (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF NORTHEAST QUARTER OF THE SOUTHEAST QUARTER 2 NO. C66253 Ln ' PRECISE GRADING PLAN DRAWN BY: OH 1-800-227-2600 MILES AVENUE AND ADAMS STREET) OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN Exp. 6 30 22 / / 3075 S. Ave. 4E Yuma, Arizona 85365AT LEAST TWO . BERNARDINO BASE AND MERIDIAN, BEING'NORTI1 * * (928) 344-3566 FAX (928) 341-1075 REFOREYOUDI&rs 89°39'16" EAST AS SHOWN ON R.S.6/52, RECORDS OF f Q EMAIL: na eh®Edai®group.com - _ {D DATE: 08/31/18 BEFOREV011 DIG. �• CIVIL - APN 600-020-053 RIVERSIDEcouNTY. �lFOF CALIF BRYAN IIICKINNECITY ENGINEER DATE W2 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE: 912rz020 PREPARED FOR: SUNRIDGE PROPERTIES UNBERGROUNO SERVICEHLER DATE BY NO. INT DESCRIPTION PRE APPR oarE DATE EXP. DATE 9-30-2020 JOB NO. 18-027 of sourrlERN cnuvoRwn APPR 6�2/2020 NA EH EDA , PE R.C.E. NO. 49418 (N 00-10'16" W 1351.33') [1351.34'R5] N 00'11'18" W 1351.34' a tv r T C 7 ? 0i Cj to W Wyk zoo: Uj Iw71 (i s PROPERI LINE FOR CONTINUATION Y4, SE Y4, SiSEE SHEET 6 HWY 111 - NW. (N 00-09.34" W 1354.55') N 00'10'08" W 1354.39' IMPROVEMENT & STRIPING PLAN v (N 89-39.16- E 331.34') (N 00'09.34" W 854.32') N 00'10'08" W 797.02' (57.30') 4 d 57.30 CONSTRUCTION NOTES _ I I j' Q CONSTRUCT 3" AC PAVEMENT OVER 4 , CLASS II AGGREGATE BASE N 58709' E 376.13' PROPERTY" { AS PER DETAIL 1 ON SHEET 5 (PAVEMENT SECTION) '9p� LINE " END CURB ! " \\ r` - MATCH EXISTING GRAD >' Q CONSTRUCT 6" BARRIER CURB PER DETAIL 3 ON SHEET 5 _ ___. - _-..____ ___ - - _______- -- �. --. • I - - s ---- --1-- T x ! I-- �I! . I ®CONSTRUCT 6" 77 CURB AND GUTTER PER DETAIL 2 ON SHEET 5 - 5 .26 T N 00. 2'11' E 456J48' t 7 Q CONSTRUCT 4' WIDE RIBBON GUTTER PER DETAIL 5 ON SHEET 5 T- CONSTRUCT ACCESSIBLE RAMP PER DETAIL 7 ON SHEET 5 -TL_ TC- 59.2 t 1 OG- 58 28 TC 5. 2u9. / 1G 59.25 / 7C 59-25 / f { O7 CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 8 ON SHEET 5 C 58.21 INV 51 97 III 1 s% �I ! !i - 004% TC 58.88 � 0�% / {- �I m 0�2= o.25x 0.32% -- p�p27y- - - 0«2% / w � INSTALL NEW AN WIDE DETECTABLE WARNING TRUNCATED COMPLYING D NG S TC 59'i l/ I ^ G G TG 59.20/ U Z " { ! AS PER DETAILS AND 11 SHEET 1.2.5 RAISED TRUNCATED DAME 3d G 58 39 G_ / T q w g I r AS PER DETAILS ON SHEET 4) MAX 58.70 4 G 58.50 .INV- 4g q4 N G 58.30 = a a I I i'! 0.30% 0.30% 0 30% Z N li G 58.61 II G 58.58 G 58.70 Q ¢ NYLOPAST DRAIN BASIN W/2X2 MAG STYLE GRATE (3299CGSPSBM) 11 } 1 � �� 1 $� PROP. 18" HDPE SD PIPE gt rl al $ of o� Y of ZO W p CONSTRUCT P.C.C. SIDEWALKM/ALK AS PER DETAIL 4 ON SHEET 5 ` o SEE STORM DRAIN o U N I , ' it 1® CONSTRUCT BLOCK WALL (STRUCTURAL DETAILS BY OTHERS) IMPROVEMENT PLANS q 30 0 w O NYLOPAST 36" DRAIN BASIN W/2' CIA, GRATE (2836AG LLLJJJ G- 58.80 1 _ G 58.72 - - G- 58 80 - _ W W q G 58.71 G- 58.76 0.25% T - G- 58.80 4 G- 58.80 - 0 00% G 58 88 1�% G 58.98 O ) i /� TC �.� N '--"' q - G-5882 - - 1 q !" �,�I Q INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) FOR FIRE HYDRANTS G 68.89 / SG 58.25 G 58.75 �✓}-�\y G 58.96 IG-5598 98- \ - , -.`, G 58.82 G 58.82 G 58.82 - --. - T I� , G- 58.75 G 58.78 `- - l gip.,.. G 59.00 ae 4 X ae /// G- 58.38 -\ ., 1 INSTALL AREA DRAIN AND/OR CLEAN -OUT PER DETAIL 9 NO SHEET 5 75 ! ! ae // Gam- �9,,� `. G 12 �� $ INSTALL 3" PVC SCHEDULE AO PIPE (CONNECT TO ROOF DRAIN 4 .� • ' $� .o� S� o� o� of �� - SEE BUILDING MECHANICAL PLAN) . o G- 59.01 G 59.01 Hit ® INSTALL 4"X 3" ADS-N12 WT REDUCER (OR APPROVED EQUAL) _ i; G� 58.8241 - ROUTE 5% MAX IN DIRECTION DE O.OU% G 58.91 O.M%`.. G 59.07 7 G 58.89ao ! 1.OB%� G 58.97 G- 58.91 - -..... G- 56.9t - �� F o ( { ® GRADE EARTHEN SWALE - G-58.54 __. 0. TRAVEL G 58.91 _ -__ G589t �SC-;Z9.Ofl 0.0o%L G-58.91 /.TCG'5599.7222. to G59.2T `<; /, TG �,1-7 _. _ -- .-.-G-58. _-__.__ __ - ! -.. 3° : 8. - l . ____ -_ , . ,.�j I ®6 X 4 ADS N12 WT WYE (OR APPROVED EQUAL) j! - _47 'I �. �- ! p% 12 N ; / �.07Y� ac 3.0�% o �.o%- oAk 57% 0.0% F o 21 o �, F3 594fi ) - - - - -��®8'X 4'ADS-N72 WT WYE (OR APPROVED EQUAL) % d } �-�-�- -4' FS- 59 4Q ' F _ �, 25 `, TC 5g.04 ✓ J _ 7 - 47 �. ®MATCH NEW CURB &GUTTER OR SIDEWALK TO EXISTING 16 G58.54 2.OU-96 0l 12� 1B 6 _ F F „� �� F ae7k �_ F .47 19 G-58.33 S INV-SID 90 T cl \ 0➢ ;'f 7.oe% G-58.88 . %j ®INSTALL 4"ADS-N12 (OR APPROVED EQUAL) rmLd'A TC 59.41/ \ I ACCESSIBLE G- 58.91 12 0 19 N T RourE 5x MAX T 77 ®INSTALL 6" 'ADS (OR APPROVED EQUAL) T 1 1 T INV-55.28 12 INV-53.67 12 IN DIRECTION OF } �4�- _ G58.59 =1 it 5=1.0% 5=1. %a - INV-55. TRAVEL `o�. G59.07 G58.90. I G58.27 AL SK38.9% S 3 0% INV- 54.70 INV. 55.04 S 0°h--_ F - _I 70.00 ROW. ® INSTALL 8" ADS-Ni2 (OR APPROVED EQUAL) .-,. F ";. ACCESSIBLE 29 .,.. . -- 28 ;.I Vt 47.01 INV-47.01 2g IN D IRECTION EE5%M X IN 28 27 F.:.a, aw4 »a.. _l JJ 0.737 DOOR s'o� INV-53.4719 / F TRAVEL o f 27 F F / "+� A 4 q 27 ..__ GOLF PUTTING GREEN �11 jS _ - ----- SEE ARCHITECTURAL PLANS I n F F - . 7 1 c� ....... FS- 9 7 ) rn F - 7 �� 1 1 20.00' LANDSCAPE/SIDEWALK - 19 Pool -- SETBACK PER COA. - I154.84 �'. F SEE ARCHITECTURAL PLANS ;, F ! 1r G-�- W II 20 I,. F_ o j 6 t T - G 58 55 ( - tp Y G5823� 6 �fT lG �9.3,✓ n iB i �._ G5797 G 58.79 G �.11 { 1 B TINY- 53.17 i a ., li2,00%� i INV-55.63 ' i F 47 G`�0D%-58.7,5' T O- 58.76 _�- - ES� �_ _ F \ - 1 TC 9 22 _ Z *( ,i _ _ o `. TINV- 52.66 18 TINV- 52 39 \ 19 INV- 52. F 1 1 GOY°- P \lTC 58 cQ 28 173% , �y 1 28 9=1286 - - 1 _ S-1.0% S=2 68% T7 9 BID > I S' - T 31 % O- 58.22 .74% 8� G 58.76 "� ! 27 3=1.0% ... G 58 72 T K n _. T 19 - _ _ _11 F - .1 ' TOG 57.94 ON N G 58.61 !. 2.0096 - INV- 55.15 { m- nvw d„ar_ '� T � 28 _ _ - y - 1151.40 m w w _..._ G-58.24' ...--""'� 1L�19]./ 11 0 21 F .2 j� / !. 19 INV-53.00 7 �..> .47 I - .32 7 NV-50.50 I Z w , \I _ • ,,,. G 58.79 G 59.11 { I 22 22 4 19 _ _ 9 HMV .43 IN DIRECTION OF �� n o T 5=1.16% S=1.16% F T 19 �� a4 ROUTE 5%NMX INV- 54.00 Z INV- 58.00 `RM^��- ` .�5 OD O _ I TRAVE 4 �_ 1 Ems 12 F - rn _ 22 .1 , G 58.53 w N G 58.40 j F 7 " In G 59.15 I mow PROPERTY Z C4 N 3., PROP.,B"HDPESDPIPE F 7 PROPOSED NEW BUILDING _ ILA F�I'5973 W Wm0 SEE STORM DRAIN ( 9 aw L_ w MAX IMPROVEMENT PLANS F - .1 F - 1 i7 r 1O O z �1X ; `Z, 01 , 7 - F W) q / L PLAN F R B ILDIN DIMENSIONS� F 59.75 I 1 � •\� m mQ FL- .11 F ACCESSIBLE 12 4 �� Z m ROUTE 5%MAX F / v IN DIRECTION OF � �� T - 59.25G 58.81 F G 5g .19 I b SID N 3: V1 a0 Kj - - _ U -Z F bo l0 0 G- 4 Z. { iO iv b U np o^ UN. GIB 7C�.B1 3z 0 1WM G511 G58AI ILI W. UNE E. Y2, W. )¢, - _.m _..-.J -... .. _.._._._ ,-.._..�'.OD 20 11 FS- 59.73 - FL- .i _ o II\ �9 O o TRAVEL 20 FL 21 " zo .,1ST u l 21 COi FL- 20 22 21 22 21 DOOR 20 .1 20 .......,:,�..... 20 L N I F F _ 2 22 20 S-1A/o S=1.0% INV-61.52 _ 22 G sat 1 _ - 5.75 G58.79 ! t�33 19 INV-52.23 27 19 INV-51.88 27 G-59.13 F .67 of Yi 21 _._ _ _ - __!i t. 2.007E Y u 18 19 21 $ T - .. G58.55 WV 5256 12 INV-52.92 S-t 0% INV-55.30 00 Ig 1.23% FS S9.G1/_-. -. ��,.5. -_- _ _ O.00x I li 0.007� 1/ G-5913 GRADE -� z IC=59.(1`�/ �a-°�_- INV-5035 �TG 59.83 27 G59.t3 $I 18� 27 8j ! 0.00% 1 G 69.13 G 59:13 _ X G-58.55 G59.13 2 19 G-59.t3 ;,. ". age a, 27 INV-50.73 T _ 4 G68.83 -4 ,y in - G 58.09 TC /1/ INV- 46.46 AQ-� G- 59.09 G _ 04 \ G 58.08 G 58.80 G 58.80 TC- 59.30 TG 59.25 .. 2B G- 56.80 ,_ Tc- sB.7T o- se.eo G- 58.75 G 58.21 I `� //. _ \-__ _-._ ___T�58.82 ', �'�f:\ 58.75 lUpRQEOWD i.6,% o GI ✓ 58.82 VS � n'II . 28 TC 59.25 / 0� 0%\ TC 59.25 ro � G G 58.75 -5880 8' PUBLIC - 58.85 -- - - kG58.78 �, y G- 58.75 G 58J5 y PROP. 1 "HDPE D PIPE SEWER G58.76 0` 2g m, INV-47.87 ^� -1 O 8 S LINE Y" \.:/ INV-47.11 G58.75 f t INV-4880. !1 SEE STORM DRAIN •l - �a i - - IMPROVEMENT PLANS PROP. 18" HOPE SO PIPE PROPOSED 14' CVWD EASEMENT a' INV-47.86 VJ INV 48.90 G-58.55 TB SEES M N 28 0 28 5 PROP. 18" HDPE SD PIPE 5 6 G-58.08 il G-58.57 IMPROVEMENT S i6INV-50.90 93 IMPROVEMENTPLA'NS G-58.48 G58.39 G58.37 to INV-50.90 f0'-_ -.-. __..5 ____.___._G58. G�476' .__----- G434 rig---- ._...---- --. 5 __---_ G _ -_._._affix �o - -- - - - °, -- - - -- 214%-°� / - - ------ E 1,B,,, PIPE m tV ,W T p .lSe�khYtl./ T - 5 I 3.1 4 2 4 m G58.57 G-5844 5g.3g G 58.38 II INV-50.90 1 "ill G-58.55 ` •� \ 9.aB% G59.01 0�i9% $11 TG 56.61 �� - //�� 8� A ,o �o CPERHWY IRS 1142/5O. 1 z z sax -_� G68 5 G5867� G-58:61 _. TC-58- 5 4 III G58.61 000% G 58.81 _ 7{/ 3 I'. O 012% G-5855. Dim ---� E. LINE W. li. E. Yt. ..,, NW. Y4, SE Y4, SEC.29, N 00.12'll' W 455.62' T i 1 7 (N 00'08'10" W 687.05') N 00'12'11" W 626.42' D N 00'12'11" W 1360.53' (N 00'08'10" W 1360.88') [N 00'08'35" W 1360.73'R4] L- N. LINE NW Y4, PROPERTY ! - LINE j OW ' SE. SE0.29, EXISTING 20' CVWD EASEMENT PER INSTRUMENT NO. 2012-0315107 _ - T. S.. R.7E, S.B.M. & 2012-0274387 AND PUE PER INSTRUMENT 2012-0376789 - g W S N (N 89-39'16" E 16511 [1656.57'R1] E SCALE: 1=20 DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS ]E 7:E S APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO 3 OF 6 BEARINGS SHOWN HEREON ARE BASED UPON THE K. h Inc.DESIGN BY: NKE BEN ELEVATION: BEARING ALONG THE NORTHERLY LINE OF THE 15/2019 N.K.E. 1 1ST SUBMITTAL h '�� FQ - Engineering, IncRESIDENCE INN BY MARRIOTT ELEVATION: 92.067 NGVD29 NORTHEAST QUARTER OF THE SOUTHEAST QUARTER Q 9 DIAL TOLL FREE (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF 1on019 N.K.E. 2 2ND SUBMITTAL 2 N0. C66253 U1 PRECISE GRADING PLAN DRAWN BY: OH 1-BW-227-2600 OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN Exp. 6/30/20 3075 S. Ave. 4E Yssma, Arizona 85385 MILES AVENUE AND ADAMS STREET) r23rm19 N.K.E. 3 3ND SUBMITTAL * * (928) 344-3568 FAX (928) 341-10AT 75 �/" BERNARDINO BASE AND MERIDIAN, BEING NORTH 4/ DATE: 08/31 /18 BEFORE YOU oars RIVERSIEAST DE ON R.S. 96/52, RECORDS OF /2019 N.K.E. 4 4TH SUBMITTAL J' @ EMAIL: na eh0Edaie ross coin EEFORE rou oic. ' RIVERSIDE COUNTY. 9J� CIVIL �1� � 8 p' APN 600-020-053 OF CALIF BRYAWTACKINNEY CITY ENGI ER DATE Wj OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DWG FILE: � )IIi t EW019 PREPARED FOR: SUNRIDGE PROPERTIES OF SOUTHER NOC�LIFORNIF ER APPR 5�6�2019 AJEH EDAIS , PE JOB NO. 18-027 DATE BY NO. INT DESCRIPTION APPR DATE DATE R.C.E. NO. 49418 EXP. DATE 9-30-2020 (N 00-10'16" W 1351.33') [1351.34'R5] OA LEGEND N 00'11'18" W 1351.34' y1 i 7 11 K C-N T1 Fi A TA 3 III �Nm n zww WOO, zed J (n Uwl(h H W. LINE E. )¢, W. Xz, NW. X, SE Y4, SEC.29, IJ 00-09'34" W 1354.55') N 00'10'08" W 1354.39' (N 00-09'34" W 854.32') N 00'"10'08" W 797.02' m ELI � m a i �P I � � I m oI IN- z 250'R<, c,) 71 ' TL 18 50 '.. SW _., - F I 1 � 4 p =, PROPOSED NEW BUILDING ED U j i (SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) r o9 '. G7 I'i PROP:E TYLIN ED Z I PROVIDE coNDulr a m j C6 d tl 4`. i FOR FUTURE EV CHARGING STATION CONNECTED TO MAIN ACCESSIBLE PROVIDE CONDUIT FOR FUTURE EV Z Y 4 ( 16-1 ELECTRIAL ROOM. - ROUTE 5%MAX IN DIRECTION OF� w_ CHARGING STATION CONNECTED TO MAIN d TRAVEL Y ELECTRIAL ROOM a i - \ i I 29 L IF g o _ S \ d J DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG. Q. EXISTING 20' CVWD EASEMENT PER INSTRUMENT NO. 2012-0315107 & 2012-0274387 AND PUE PER INSTRUMENT 2012-0376789 BENCHMARK: BENCHARK PD-3-1 E ELEVATION: 92.067 NGVD29 (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET) BASIS OF BEARING: BEARINGS SHOWN ]HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LI NE OF'rHE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 89'39'16" EAST AS SHOWN ON R.S. 96/52, RECORDS OF RIVERSIDE COUNTY. (N 00-08'10" W 687.05') N 00'12'11" W 626.42' N 00'12'11" W 1360.53' (N 00-08'10" W 1360.88') [N 00'08'35" W 1360.73'R4] 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON MAY 9, �E�'ry„ u14� 2019 EXCEPT FOR THE REVISIONS NOTED K. F HEREON: ��NO. C66253 Exp. 6/30/22 NAJEH E//DAIS , PE q� DATE: (D ZO ZO cmL a,- CW�� REVISIONS 3/2020 NKE. A -NEW DRIVEWAY(EAST) ADDED AS REQUESTED AND PARKING SPACES REARRANGED ACCORDINGLY. -INSTALLED TWO NEW OM43 (RED) SIGNS (W APART) AS PER CONSTRUCTION NOTE 3T -INSTALLED STOP SIGN AND STOP BAR AS REQUESTED AS PER CONSTRUCTION NOTE 40 TO MAIN ENTRANCE DRIVEWAY (NORTH).. DATE I BY I NO. I INT -_ loa POOL h li SEE ARCHITECTURAL PLANS 29 J {.ors 50' 30 00' I m Sw_ - 11 A0' o, h ' ACCESSIBLE I D .Y� ROUTE 5% MAX �/ IN DIRECTION OF. IS Y" TRAVEL II I, k � i s; it n 1�1 oS' { 5 0 D _ ( SPARKING SPACES @9'=54 00` 2.50'�/ _ EXISTING 50' X 175' CVWD o t7 EASEMENT PER INSTRUMENT NO o 20070103256(TO BE ABANDONED) 12 PARKING. SPACES @9'=168.00' 26.00' +o -1 14 � A 2 a/� /�► EDAI S K. Fo9� Engineering, Inc. NO. C66253 ✓) 3075 S. Ave. a4E Yuma, Arizona 85365. Exp. 6/30/22 (928) 344-3566 FAX (928) 341-1075 F* EMAIL: E�ajeh®Edaiegroup.com rF OF IVIL n if - I \ /c-tom - DESCRIPTION I ApPRpER I APPR I DATE 6/2/2020 612/2020 DATE APPROVED BY: MYANOICKINNEY CITY ENGINEER R.C.E. NO. 49418 ' E 331 (57.30') 57.30' ') D h 'I D 70.00' R.O W. Gl D i PROPERTY LINE L1 D N N I I I D V1 D N a to L1 D CITY OF LA QUINTA C/L HWY NO. 111 PER RS 142/5 MM )o m m m J E 1656.57') L1656.: N.N. LINE SE. SEC.29, T.5S., R.7E, S.B.M. lV II 2,VZV DATE EXP. DATE 9-30-2020 PROPERTY BOUNDARY A. FOUND 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS 5570", ON 0.1% PER RS 96/52 AND RS 142/5. B. EAST 114 CORNER TO SECTION 29, T5S, R7E, SBM FOUND 1"IRON PIPE, WITH NAIL, NO TAG, DN 0.1', PER PM 216159 AND RS 142/5. C. SOUTHWEST CORNER PARCEL 2 PER DOCUMENT NO. 2010-0575516 O.R. FOUND 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "PLS 4989", PER RS 142/5. D. SOUTHEAST CORNER PARCEL 2 PER DOCUMENT NO. 2010-0575516 O.R. FOUND NAIL & TAG, STAMPED "LS 5347", IN CONCRETE FOOTING, PER EMS 216159 AND RS 142/5 E. NORTHWEST CORNER PARCEL 2 PER DOCUMENT NO. 2010-0575516 O.R. FOUND 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "PLS 49891k, PER RS 142/5. J. NORTHEAST CORNER PARCEL 2 PER DOCUMENT NO. 2010-0575516 O.R. FOUND COPPERWELD, FLUSH, "PLS 4989", PER RS 14215. K. NORTHWEST CORNER PARCEL PER DOCUMENT NO. 2007-0103255 O.R. SET 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS 7107". L. NORTHEAST CORNER PARCEL 1 PER DOCUMENT NO. 2007-0103255 O.R. SET V IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS 7107". M. 1116 CORNER TO SECTION 29, T5S, R7E, SBM FOUND 1-112" BRASS DISK, STAMPED "LS MW, ORIGIN UNKNOWN, ACCEPTED AS MONUMENT SET FOR SAID CORNER. PARKING SPACES SUMMARY TOTAL SPACES. REQUIRED 118 TOTAL SPACES PROVIDED 118 TOTAL ADA SPACES PROVIDED 5 TOTAL ADA VAN SPACED PROVIDED 1 TOTAL AV CHARGING STATIONS 7 SITE ANALYSIS SITE AREA 130,244 SF (2.99ACRES) 100.00% BUILDING AREA 23,340 SF (0.54 ACRES) 17.92% LANDSCAPE AREA 21,880 SF (0.50 ACRES) 16.80% PARKING LOT AREA 56,273 SF (1.26 ACRES) 42A4% MISCELLANEOUS 29,751 SF (0.68 ACRES) 22.84% CONSTRUCTION NOTES 14 PAINT PARKING STALL STRIPING PER DETAIL 13 ON SHEET 5 1© PAINT ACCESSIBLE PARKING STRIPING AND SYMBOL AND INSTALL ACCESSIBLE PARKING SIGNS PER DETAIL 13 ON SHEET 5 0 INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) FOR FIRE HYDRANT i® INSTALL ACCESSIBLE SITE ACCESS SIGN PER DETAIL 12 ON SHEET 5 ® INSTALL ACCESSIBLE PARKING SIGN AS PER DETAIL 11 SHEET 5 ® INSTALL 60 WIDE X 18- LONG PASSENGER DROP OFF AREA PER CBC- 11 B-503 S 16 U L G O V C P K A ® INSTALL OM4-3 (RED) IB" X 18" PANEL AS PER MUTCD ® INSTALL 30" MIN. STOP SIGN (R1-1) WITH 12" WIDE STOP BAR AS PER DETAIL 18 & 19 SHEET 2. SIGNING AND STRIPING NOTES 1 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, ( EXCEPT PAVEMENT LEGENDS). SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS, UNLESS OTHERWISE SPECIFIED 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL PUBLIC WORKS AT (760) 777-7075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. 5. RAISED PAVEMENTS MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS. 6. TRAFFIC STRIPES AND MARKINGS, SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTCH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. 7. ALL TRAFFIC STRIPPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY GRINDING. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY CITY ENGINEER. 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE GRINDING OR SANDBLASTING. OPERATIONS, THE DEBRIS RESULTING FROM THE GRINDING OR SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE. CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH POWER VACUUM. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 10, ALL SIGNS SHALL CONFORM TO SECTIONS 56-2 ENTITLED " ROAD SIGNS", AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS, SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M #1160 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE MOUNTED WITH THEFT/ VANDAL -PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE NOTED. 11, PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALER (U.S.A.) AT 1 800 422 4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 12- STRIPPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUTS. 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN STEEL SLEEVES TO FACILITATE REPLACEMENT: WOOD POSTS, IF APPROVED BY THE CITY BEGINNER, SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS AROUND THE POST_ w S N IF - SCALE: I = 20 CITY OF LA QUINTA SHEET NO 4 OF 6 DESIGN BY: NKE RESIDENCE INN BY MARRI0TT PRECISE GRADING PLAN DRAWN BY: OH HORIZONTAL CONTROL/ SIGNING AND STRIPING / ADA INFORMATION DATE:11/29f18 APN 600-020-053 W71 OF SEC. 29 , T, 2 S.,. R, 5 E., S.B.M. DWG FILE: PREPARED FOR: SUNRIDGE PROPERTIES JOB NO. 18-027 '( & -)a"1,0 Od l Z (N 00'10'16" W 1351.33') [1351.34.1 O LEGEND N 00'11'18" W 1351.34' PALMS IJLR%o 0 AD PROPERTY BOUNDARY W. LINE E. Yz, W. Yz, K L2 0.1% PER RS 96/52 AND RS142/5 A. FOUND 1" IRON PIPE, 1TH TIC PLUG, STAMPED'LS 5570', ON NW. Y4, SE Y4, Si (N 89'39'16" E 331.34') (N 00'09'34" W 1354.55') N 00'10'08" W 1354.39' B. EAST 1/4 CORNER TO SECTION 29, TSS, R7E, SBM (N 00-09'34" W 854.32') N 00'10'08" W 797.02' FOUND V IRON PIPE, WITH NAIL, NO TAG, ON 0. 1', PER PM 216/59 AND IRS (57.30') 142/5. 57.30' 6 I Ili C. SOUTHWEST CORNER PARCEL 2 PER DOCUMENT NO. 2010-0575516 I O.R. FOUND V IRON PIPE, WITH PLASTIC PLUG, STAMPED "PLS 4989", PER RS / C N 89`5111 E 376.13' y 142/5. v' it D. SOUTHEAST CORNER PARCEL 2 PER DOCUMENT NO. 2010-0675516 PROPERTY 2 S� /( 'j� O.R. LINE -P FOUND NAIL 8 TAG, STAMPED'LS 5347", IN CONCRETE FOOTING, PER PMB 216/59'AND RS 142/5. N 00 12.11' V 456.48' ° I �� NORTHWEST CORNER PARCEL 2 PER DOCUMENT NO 2010-0575516 � E. O.R. FOUND 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "PLS 4989", PER IRS 14215. 1 j U z I I CTI J. NORTHEAST CORNER PARCEL 2 PER DOCUMENT N0. 2010-0575516 J I�{{ 1. ! r w I, a 7 O.R. pl$§79',@ f W,6P�31W 9 i II I' N F-1 FOUND COPPERWELD, FLUSH, "PLS 4989", PER IRS 14215. I � 4 � i� ° r _ ;! o -_ o Z w Z I, a K. NORTHWEST CORNER PARCEL 1 PER DOCUMENT NO. 2007-0103255 0 o C1 O.R. o _ "3 PARKING SPACES 9 27.00 I o 2.56 II I' 2.50' 2.50' o 2.50' ! _-_ I'I� ;� NIpI�Ia�pll °' Io 1. �. 3 PARKING SPACES o 2,50' M O w 15.00' 2 00' 2,50' 2.50' 1,30' i�.i ( 2 50' 4 PARKING SPACES 9'=36.00' 9.50' 15,00, _ -`T l .00' 8,00' 9,00' I� -- 9.00, 9.00, 8.00, 9.00' @ 9'=27.00' 1 17.i14' '-- @ U = I , 4i. SET 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS 7107'. 9 9.00 --. -__ 31.db '.' 32.58 31.00 - " - -- ---- --- --- ------------- -I- ----- ��- -----------__ �- '--------_-__- N (0 �I I � � T � � L. NORTHEAST CORNER PARCEL 1 PER DOCUMENT NO.2007-0103255 O.R. 15 SET 1" IRON PIPE, WITH PLASTIC PLUG, STAMPED "LS 7107". _ 2 ' o F� M. 1/16 CORNER TO SECTION 29, Ti R7E SBM 4 ,"V7 I_ 'P "Q q'. o -� °oo, ,y - o / o� ��}- C1 A FOUND 1-1/2" BRASS DISK, STAMPED "LS 8223" ORIGIN UNKNOWN, o �.pQ, o o R O 14 o I '"--`f o I ( D ACCEPTED AS MONUMENT SET FOR SAID CORNER. ACCE IBLH ai m ROUTE S%MAX ) � I I of V' I INDIrA�"°NpF PARKING SPACES SUMMARY @ Gli to goo 31 ��, EL I'I D •�, I� w '�_� - I I) XR TOTAL SPACES REQUIRED 118 II f� �"` _0000� III D TOTAL SPACES PROVIDED 118 N N TOTAL ADA SPACES PROVIDED 5 a � � O m 0 ' TOTAL ADA VAN SPACED PROVIDED 1 (9 -- 29 29 �` I -- -` �\�� - 50 X 175 I� II TOTAL AV CHARGING STATIONS E 7 i (} Z SW""�' •• _ 29 6.00' ACCESSIBLE Y b FOR IDE CONDUIT E -ro - ao D: O 1 -¢ - PROVIDE CONDUIT SW ROUTE S%MAX OETENTIO'N BASIN M SITE ANALYSIS IN DIRECTION OF j Q vi ! .b FOR FUTURE EV TRAVEL it ;.I N CHARGING STATION _ SW - I� -j CHARGING STATION I SITE AREA i ROUTE 5%MAX EECTRIAL ROOM M -.. CONNECTED TO MAIN _ _ ...., ( ) d ACCESSIBLE NI } \ -- ELECTRIAL ROOM. "-'- --- 130,244 $F 2.99 ACRES 100.00% r ._ w�� @ �% II BUILDING AREA 23,880 SF (0.54 ACRES) 16.80% I � � i G ', LANDSCAPE AREA 21,880 SF (0.50 ACRES) 16.80% 6 J �, ` I . J�1 PARKING LOT AREA 55,273 SF 1.26 ACRES 42.44% 2 Q �WW - Q ,I II MISCELLANEOUS 29,751 SF (0.68 ACRES) 22.84% Oil _ a, - ---_- ----- -- _ GOLF PUTTING GREEN IN DIR CT a a o ? _ -- .1 - SEE ARCHITECT�IIRALPLANS Z CONSTRUCTION NOTES 38 00 Y jl Q �r° SEE ARCHITECTURAL PLANS PAINT PARKING STALL STRIPING PER DETAIL 13 ON SHEET 5 N I POOL I i 101, PAINT ACCESSIBLE PARKING STRIPING AND SYMBOL AND INSTALL j 15 _ ACCESSIBLE PARKING SIGNS PER DETAIL 13 ON SHEET 5 29 -° INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) FOR FIRE HYDRANT (g) INSTALL ACCESSIBLE SITE ACCESS SIGN PER DETAIL 12 ON SHEET 5 i II _ 18.50 t 30;Q0'__ L) P _1 N rn J l _ - � _ °' i-i, GII N \ \ ® INSTALL ACCESSIBLE PARKING SIGN AS PER DETAIL 11 SHEET 6 m 2.50 R 6. 0' Y'� -' w �\\ @ INSTALL 60' WIDE X 18' LONG PASSENGER DROP OFF AREA PER CBC- _ ! SNL -� / _ I� c 11B-503 2 50 R�j .. m"� 0 11 AO' ti ' `'I� G '�mI a INSTALL 216" FULL LENGTH OF VEHICLE PARKING SPACE 6,00'N --- i8.5U' _..:._1_I30.00'--Lmvt-I 1.8_50' S_W - -- - m I w \\ _ _F m y SIGNING AND STRIPING NOTES - - ) o G I z - ----70.00' R.O: W. - Eli- 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN !, {- }- r o 'I I _ _ N1 THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE I ACCESSIBLE ,r Ir W m SIGNING AND STRIPING PLANS o� 77 ROUTE 5%MAX N II 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD ill I N �I i IN DIRECTION OF �I Cl m z z SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, LATEST r,`L a z M pO EDITION, AND CITY OF LA QUINTA STANDARD PLANS, LATEST f N m Vl ytij EDITION, HEREAFTER REFERRED TO AS THE STANDARD 4 ( - I PROPERTY n C0) Ip SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE o •Z @ O- SPECIFIED. o PROPOSED NEW BUILDING LINE Onea w �, m 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, Q I m w w EXCEPT PAVEMENT LEGENDS) SHALL COMPLY WITH THE LATEST m �I m Q� � N III III (SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS) y w w07 FA �� EDITION OF THE CALTRANS STANDARD PLANS, UNLESS OTHERWISE vl m m I w SPECIFIED. W Z G I' - I Ii II b = 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL OPERTY U y I n K°fi V) I'I PUBLIC WORKS AT (760) 777-7075 TO MAKE ARRANGEMENTS FOR LINE Q D: PROVIDE CONDUIT D. Q FOR FUTURE EV ( og U1 RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL N 0_ CHARGING STATION PROVIDE CONDUIT I ,,Fj O I NOS. OF CITY STENCILS. Z w OUTE 4 CONNECTED 7O MAIN ACCESSIBLE FOR FUTURE EV , 'cO II CT z z 5. RAISED PAVEMENTS MARKERS SHALL CONFORM TO THE _ �IN�MRECT ON OF ,„F„r„CHARGING STATION I - p O PROVISIONS IN SECTION 85 OF THE STATE STANDARD ELECTIALa,m TRAVEL ELECTRIAL ROOM NECTED TO IN y m 10 O r ---1 SPECIFICATIONS, ENTITLED RAPID SET EPDXY ADHESIVE FOR �..-...1 PAVEMENT MARKERS. 6. TRAFFIC STRIPES AND MARKINGS, SHALL BE APPLIED IN TWO 4�40' �I N M \ COATS, WITH R M TO TORIZEDSECTION MATERIAL IN BOTCH COATS, AND -\I,�I SHALL CONFORM TO SECTION 84-3 ENTITLED PAINTED TRAFFIC (- o L- - o I �. ao STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE y - - STANDARD SPECIFICATIONS THERE SHALL BE A MINIMUM OF 7 Iqi I � [ [ � y`JI J � rn w DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND 0 J 0) COATS. i _. _. b -- i ��._. - _.. --_. _______-- .�1.....-T. __ _:: -.... _ _. ---- -__`O -__ --_- -- z4 �.� 7. ALL TRAFFIC STRIPPING AND PAVEMENT LEGENDS AND RAISED __30.00'_-- - - _- --- -- - n --- -- -- --- -_ -� I 2 PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC ASA } Aw \\ o RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN �4.00 4.00'� ".. „ 1 SHALL BE REMOVED BY GRINDING. SANDBLASTING MAY BE m /I o 15 G '�? �S �� UTILIZED WITH PRIOR AUTHORIZATION BY CITY ENGINEER. j[;, D B. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN �p9 v oo �.�'� 14 6` o� , �- 12.90' 12.90' J \,,'� o� Aso. 14 N 4 ti h THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL �N44"4T49"W N44 4T49"E t" �� ` ,%�'y,' ( W PRECAUTIONS NECESSARY 70 PROTECT PERSONS AND PROPERTY (_ � , _-_- -�--_ ADJACENT TO THE GRINDING OR SANDBLASTING OPERATIONS, THE �o m w - - I- I''1 7 PARKING SPACES 9=63.00' - DEBRIS RESULTING FROM THE GRINDING OR SANDBLASTING SHALL - @ - 15.00' 0 15.00 12.83' 8 PARKING SPACES @ 9'-63.00' 9.00 5 001 9.00 9 17 43.00 �9.17 6 PARKING SPACES @9'-54.00' 8.28 n O - 16_50• _ _-, _ .i.-__- .-_. _ _ __-. ___ --_-- _. . -..r_--------- --7-- �'7-I� - -.I BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE m O Y _ -- -- _� - _-- - - - - --- 2 49 2 50 -1,4 98' 4.98J I �2,50'. =J .0 \250' 2.50'/ �_ II 1 I N. GII'G CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED m r 50' ';o r 1 39. 3.43� EXISTING 50 X 175 CVWD BY MECHANICAL SWEEPING OR HIGH POWER VACUUM. 3 Q a (1^7}�/ b EASEMENT PER INSTRUMENT NO. I �I it 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL Z 0 00 v I 17 2007-0103256 (TO BE ABANDONED) �, OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT -" - ---- _ - - ---- - - CONFORMING TO SECTION 203-8 OF THE STANDARD q O N - 50'. _ _-_ _ _ _ - _ , I SPECIFICATIONS, SCARRED AREAS RESULTING FROM WORK OR m w _ 10 PARKING SPACES. 9-90.00' 26.00' U ( C/L HWY NO. 111 GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ") b o U 16P PARKING SPACES 9-144.00 8.00-______,_ _„__,____ 9 PARKING SPACES @9 99 00 __,-_ ._--_-_ _ _..___ _.,, _ - 8.00_ _, ____ ____ _@ - H PROPOSED 14' CVWD EASEMENT O N 26.70' r __-_._ 23 40' _ 8.00' @_ _ -. __. _... _. _ _-_-.,._ l-_____.___ ____:__ ..._._.. __- __- __- __- .._.._. ....______ _', t y PER RS 142/5 f� ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT m ; H. _....__ ____-__� __-_ �. ____..__.. _____ _ ..-__. ____ ________. ___-_-_ "/'-_. __ - T _ - _,L,, I y COMPLETELY OBLITERATES THE OLD LEGEND FORM. 3 z w w o 71 0 - _ }o o T I 10. ALL SIGNS SHALL CONFORM TO SECTIONS 56-2 ENTITLED" ROAD O N� A SIGNS', AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. Ow { _ w SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH �p O w ry5� I' I • ,f L INTENSITY GRADE SHEETING WITH 3M #N80 PROTECTIVE OVERLAY Ib O Of 1. { FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE MOUNTED WITH I D 0 z o o II ! &/ -0 I _'. to THEFT/ VANDAL -PROOF FASTENERS. CONTRACTOR SHALL INSTALL z � I 14 N 11 li nI 'I '� 4 II i ci � � --'"� io iq ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ' ' I m ON THESE PLANS UNLESS OTHERWISE NOTED 'A'A j - ' _" -- c m 'V 11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN I ... _. _ ,.,. _, ,.-: -,_ I .--- -. -:--- -_- :--- .:.::. _..__ _ _ 1 AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO L ----- E. LINE W. h, E. Yt, oo CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL NW. Y4, SE Y4, SEA5. N 00'12 11 M 455.62' m \ SERVICE ALER (U.S.A.) AT 1 800 422 4133 CONTACT UNDERGROUND AND NQUIRY NTIFICATION NUMBER AT LEAST z u=T-----.-.---r---c�cr_r_-T�--T- i,z. _ _.__ ..m_.asr,_-i-_-v.�... T_.��.-r-v_-=r.�r..�rus�-_-r ri_....r..�z .z i.._,_.. i _� ��..._�.� __.-s.T-.r-Tcs-s•-i-z�_ ... f WOROBTAIN NG DAYS 146 HOURSEPRIOR TO COMMENCING ANY WORK 00'OB'10" W 687.05') N 00'12'11" W 626.42' D N 00'12'i 1" W 1360.53' (N 00'OB'10" W 1360.88') [N 00'OB'35" W 1360.73'R4] \ THAT PENETRATES THE EXISTING SURFACE. :L- I 12. STRIPPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PROPERTY / / A PERMANENT PAINT. CONTACT THE CITY ENGINEERING LINE �\ 2 DEPARTMENT 48 HOURS PRIOR TO LAYOUTS. EXISTING 20' CVWD EASEMENT PER INSTRUMENT D. 2012-0315107 \ 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE 8 2012-0274387 AND FILE PER INSTRUMENT 2012-0376789 (N 89'39'16" E 1656.57') [1656.57'1 INSTALLED IN STEEL SLEEVES TO FACILITATE REPLACEMENT: WOOD POSTS, IF APPROVED BY THE CITY BEGINNER, SHALL HAVE B 12" X 12' CONCRETE FILLED BLOCKOU7S AROUND THE POST. W N. LINE NW Y4, SE. Si T.5S., R.7E, S.B.M. S N IF - SCALE: 1= 20 DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS EDAi S APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO 4 OF 6 M C DIAL TOLL FREE 1-800-227-26W AT LEAST TWO DAYS BEFORE YOU DIG, UNOEROROUNDSEAVIGEALEF OF SOUTHERN CALIFORNIA BENCHARKPD-3-1E ELEVATION: 92.067 NGVD29 (TOP OF 1" I.P. TAN COUNTY TAG AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET) BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION O TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 89°39'16'EAST AS SHOWN ON R.S. 96/52, RECORDS OF RIVERSIDE COUNTY. W16=9 N.K.E. 1 1ST SUBMITTAL K. f� 9i ZED- C66253 N Ev. 6�30�20 * * 9�. CML �P OF (;p1\E 5 6 2019 Engineering, Inc. 3075 S. Ave. 4E Yums, Arizona 85365 (928) 344-3568 FAX (928) 341-SOTS EMAIL: najeh0Ed&1x&roup.cox&WIM"1 AITYGINE RESIDENCE INN BY MARRIOTT PRECISE GRADING PLAN HORIZONTAL CONTROL/ SIGNING AND STRIPING / ADA INFORMATION APN 600-020-053 W� OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. DESIGN BY: NKE 10Y2019 N.K.E. 2 2ND SUBMITTAL DRAWN BY: OH 19 N.K.E. 3 3ND SUBMITTAL DATE:11/29/18 2019 N.K.E. 4 4TH SUBMITTAL rs2o19 N.K.E. 5 5THSUBMITTAL _ °°'R BRYAN DATE R.C.E. NO. 49418 1 DATE 9-30-2020 DWG FILE: PREPARED FOR: SUNRIDGE PROPERTIES JOB NO. 18-027 DATE BY NO. INT DESCRIPTION FRPPR APPR DATE AJEH EDAIS , PE DATE NEW 3" ASPHALTIC CONCRETE AS PER CALTRANS, TYPE B 2' MAX. MEDIUM GRADING COMPACTED TO A MIN. OF 95% OF THE 75-BLOW MARSHALL DENSITY (ASTM D-1559 (50 BLOWS/SIDE) PAVEMENT SECTION PAVEMENT SHALL BE PLACED AC PAVEMENT AS CONCRETE CLASS 520-C-2500 I PAVEMENT SECTION AS PER DETAIL 1 3/8" ABOVE LIP OF GUTTER PER SECTION ABOVE WITH MAXIMUM SLUMP OF 4" 4 CALTRANS CLASS 2 (1/4" MAX) AGGREGATE BASE SHALL CONFORM PER CITY OF LA QUINTA O CAGGREGATE AS PER STANDARD PLAN 200 : COMPACTED TO 95% OF ASTM D1557 SECTION ABOVE MAX. DRY DENSITY. 12" OF MOISTER CONDITIONED AS PER PLAN (MIN. 4%ABOVE OPTIMUM) NATIVE SOIL COMPACTED TO A MINIMUM OF 95% OF THE MAC. o ' DRY DENSITY DETERMINED BY 06 ASTM D1557 CONCRETE TO PAVEMENT SECTION SUBGRADE AS PER $ o, SECTION ABOVE SUBGRADE AS 4 " AGGREGATE BASE SHALL CONFORM PER SECTION ABOVE TO CALTRANS CLASS 2 (1/4" MAX) COMPACTED TO 95% OF ASTM D1557 PAVEMENT SECTIONS I 1 PAVEMENT SHALL BE PLACED AS.PER DETAIL 1 _ 4" AGGREGATE BASE—/ BROOM FINISH ALL EXPOSED SURFACES CONCRETE CLASS 520-C-2500 WITH MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STANDARD PLAN 200 L LEVEL LINE 2" CITY OF LA QUINTA STANDARD 201 6" CURB & GUTTER 3" MIN. AGGREGATE BASE 24" 1" RADIUS 6" CURB FACE " 3/4" RADIUS d v d d v d CURB AND GUTTER DETAIL 31 1/2" 12 1/2" 6" ►A 1/2" RADIUS �V RADIUS SLOPEAS P ER PLAN ww ` w wj m > Y o � w O A N ' 14 ". CONCRETE CLASS 520-C-2500 WITH MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA A ' •;>: STANDARD PLAN 200 NOTES - 8 1/2" { 1. BARRIER CURB MAYBE CONSTRUCTED BY THE USE OF FORMS OR MACHINE EXTRUDED. 2. CONTRACTION JOINT SPACING SHALL BE EITHER HAND TOOLED AND/OR SAW CUT AND SHALL BE PLACED NO FURTHER THAN TEN (10) FEET APART. DEPTH OF CONTRACTION JOINT SHALL HAVE A MINIMUM DEPTH OF ONE QUARTER (1/4) OF THE CONCRETE'S TOTAL HEIGHT. 3. BARRIER CURB SHALL BE FINISHED WITH STEEL TROWEL FOLLOWED BY A LONGITUDINAL BRUSH BROOM FINISH. 4. EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS, IN CURB RETURNS, AT STRUCTURES AND AT A MAXIMUM 20 FOOT INTERVAL. THE ONE-HALF INCH JOINT FILLER SHALL BE THE BITUMINUS TYPE MEETING THE A.A.S.H.T.O. M-33 OR THE A.S.T.M. D-1751 SPECIFICATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. D I S 3 1/4" RADIUS 6'-0" EACH SIDE SLOPE 1% 4 � 2" CURB AND GUTTER� ' a XJ FINISHED GRADE 4" CLEAN SAND COMPACTED J TO 95% (MINIMUM) CONCRETE CLASS 520-C-2500 WITH MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STANDARD PLAN 200 NOTES 1. EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS, IN 1/4"R / 1/4"R CURB RETURNS, AT STRUCTURES AND PLACED AT 20' INTERVALS (MAXIMUM). THE ONE-HALF INCH (1/2") JOINT FILLER SHALL EXPANSION JOINT BE THE BITUMINOUS TYPE MEETING A.A.S.H.T.O. D-1751 SPECIFICATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONTRACTION JOINT CONCRETE. SHALL BE FINISHED 1 1/2" (MIN.) DEPTH 2. EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN CURB TO A WIDTH OF 1/4" MAX. T & GUTTER AND SIDEWALK WHEN THE BACK OF THE SIDEWALK � ABUTS CONCRETE DRIVEWAYS, OTHER CONCRETE PAVING OR 1/4"R TYPICAL T STRUCTURES. SIDEWALK DETAIL 4 IDEWALK ER TRUNCATED DOMES SEE DETAIL 15 8.33% MAX i; 8.33% MAX. SIDEWAL 2:1 MAX. GUTTER 6' MIN. 2.5 MIN. 2.5 MIN. 6' MIN. L5 %A MAX 141 WIDE RIBBON GUTTER 5 ACCESSIBLE RAMP 6 ACCESSIBLE RAMP 1 7 JACCESSIBLE RAMP 1 8 1 � VERTICAL CURB 9„ ASP REFLECTED SIGN 18 GA MIN GALV. STEEL WITH PORCELAIN 17" MIN ENAMEL FINISH WITH BLUE (LO 6" AREA DRAIN 6" AREA DRAIN PROP. GROUND W/PVC GRATE 4" PCC SLAB % BACKGROUND WHITE SYMBOL AND LETTERS COLOR EQUAL TO NO. 15090 W/PVC GRATE Ag= 13.61 SQ-IN 7.90 FEDERAL STANDARD 595E 6.00, - -' LETTERING ON SIGN UNAUTHORIZED VEHICLES _ _-.-- -------_--- MUST BE A MINIMUM PARKED IN DESIGNATED ----------_ TRUNCATED DOMES _ WHITE LETTERS/ PERIMETER INCLUDE _ "MINIMUM FINE $250" O OF 1" IN HEIGHT ACCESSIBLE SPACES NOT DISPLAYING O SEE DETAIL 15 p1 �y MINIMUM DISTINGUISHING PLACARDS � 0 FINE $230 OR LICENSE PLATES z ISSUED FOR PERSONS - 8.33 % MAX 1.5 % MAX WHITE LETTERS/PERIMETER INCLUDE " WITH DISABILITIES -----�' VAN ACCESSIBLE " LETTERING AT VAN VAN MAY BE TOWED AWAY AT N THE OWNERS EXPENSE N NEW EXISTING ACCESSIBLE SPACE ACCEEEIELE TOWED VEHICLE MAY 8E / SIDEWALK SIDEWALK SIDEWALKCALLE — — CV RECLAIMEDAT- TAMPICO PROP. STORM PROP. STORM / � � 80" ABOVE FINISH GRADE MIN. WHERE La QUINTA, CA) OR BY TELEPHONING DRAIN PIPE 1% MIN DRAIN PIPE 1%MIN -- - -. _. V WIDE GRIEVED BORDER LOCATED IN PATH OF TRAVEL (760)863-8990 SEE PLAN FOR -.. SEE PLAN FOR ---- _.--__ PVC 90° BEN OR SIZE PVC 90° BEN OR -- - ----__._ SEE DETAIL 16 -------------- SIZE PVC 90' TEE PVC 90° TEE ----- 2" SQ. GALV. STEEL POST PAINTED 560-C-2800 CONCRETE 560-C-2800 CONCRETE " APPROPRIATE INFORMATION m MUST BE INCLUDED ON SIGN 1 2,1 NOTES: (MINIMUM ON 1" IN HEIGHT) FOR DIMENSION PURPOSES ONLY. FOR RAMP DETAIL PLEASE REFER TO CITY OF LA QUINTA STD. NO. 250 CASE E 12" AREA DRAIN AND CLEAN —OUT 9 ACCESSIBLE RAMP 10 ACCESSIBLE PARKING SIGN 11 ACCESSIBLE SITE ACCES SIGN 12 FIG PARKING SIGN RETAINING CURB CONCRETE CURB a PLANTER OR WHERE OCCURS PER DETAIL 11 2%MAX ANY DIRECTION TER JISCATED DOMES SEE DETAIL 15 y 0.65" MINIMUM P RAMP ._SIDEWALK AS PER PLAN o � ---------� 8.33% MAX. 8.33% MAX CENTERLINES � e000000000000000000000000000 eooeeeeeeeeee000eoeeeeeeoeeo O O O e0000000000000000000eeooeoee .. .., ,.,.,. ,.. „... •'; ,, 4" WHITE �. OF STRIPING 0 eoos00000000000000000000000aDETAIL oeoeeeeeeeeeeeeoeeeeeeeeeaLARGED .DETAIL eooe0000000eoo00000eoeoo O O O ..a" LINE DIAGONALS AT b e00000000000000000oo000eeoee -' 3'-0"Max CENTERS, ooeeeeeeeeeeeeee 00000000eeoe ee0ee0aeeea0ee0e0ee00000e0ee TO O GROOVED BORDER -� / oeeeeveo®eeeeeeeeeeeeeeeeeee NTS 50 / I 0eee00eeee000e0000000ee000ee o�cP" o0eoeeeoeeeo0oeeo0e0ee0eeeee 4"WHITE �4" 4"WHITE LINE eooeaeeeeeeeoe000eeeeeoeoeee LINE BLUE I I LINE) BORDERS ;Lo.TYP Y\ / I TEXTURE PATTERN DETAIL DETECTABLE WARNING ISAMIRKING AT R LIMIT .® Jq" STRIP PLAN VIEW (TRUNCATED) �4 OF S L SEE ® WHITE - 4" WHITE WIDE 4' 4" HIGHWAY PAINT—^—t-- - �-{ �0.45" O � O DETA 7 (2 COATS). T.Y.P. NOTE: I�^il DETECTABLE WARNING SURFACES SHALL BE YELLOW 0.z 9 3/ /!4"AND 758 APPROXIMATE FS 33538 OF FEDERAL STD. 593C. AS THE WORDS "NO PARKING", SHALL BE PAINTED0" WHITE LETTERS NO LESS THAN V-O" HIGH.0" Min FOR REGULAR ACCESSIBLE PARKING STALL Min FOR VAN ACCESSIBLE PARKING STALL, R=4"IN PER 11 B-705.1.1.3 OF THE CALIFORNIA BUILDING CODE 2016 R=8" ACCESSIBLE PARKING AND STALL 1 13 1190 DEGREE PARKING DOUBLE STRIPING 14 TRUNCATED DOME 1 15 IGROOVED BORDER DE DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG. AT SERVICE A OF SOUTHERN CALIFORNIA BENCHMARK: I BASIS OF BEARING: BENCHARK PD-3-1E ELEVATION: 92.067 NGVD29 (TOP OF V LP. ITH COUNTY TAG AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET) BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LINE. OF THE. NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 89°39'16" EAST AS SHOWN ON R.S. 96/52, RECORDS OF RIVERSIDE COUNTY. REVISIONS DATE I BY I NO, I INT DESCRIPTION I APPR I APPR I DATE K. F NO. C66253 GOExp. 6/30/22 5/2/2020 EL�A=S Engineering, Inc. :-131u-8@IiFeie-1lCt�CIVW. 3075 S. Ave. 4E Yuma, Arizona 85365 (928) 344-3566 FAX (928) 341-107i5 / EMAIL: najeh®Edaiegroup.00m OIV2020 DATE r_'lQM:z��i.�:�v IRYADeMCKINNEY CITY ENGINEER R.C.E. NO. 49418 36" MIN. Z CD M NOTES: THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS15090 IN FEDERAL STD. 595C. AS PER 11B-703.7.2.1 OF THE CALIFORNIA BUILDING CODE 2016. TAIL 16 I ISA MARKING 1 17 CITY OF LA QUINTA CITY OF LA QUINTA DATE EXP. DATE 9-30-2020 RESIDENCE INN BY MARRIOTT PRECISE GRADING PLAN TYPICAL DETAILS APN 600-020-053 W12 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. PREPARED FOR: SUNRIDGE PROPERTIES SHEET NO 5 OF 6 DESIGN BY: NKE DRAWN BY: OH DATE:08/31/18 DWG FILE: JOB NO. 18-027 PCs--°20- oo iZ NEW 3" ASPHALTIC CONCRETE AS PER CALTRANS, TYPE B �' MAX. MEDIUM GRADING COMPACTED TO A MIN. OF 95% OF THE 75-BLOW MARSHALL DENSITY (ASTM D-1559 (50 BLOWS/SIDE) PAVEMENT SECTION PAVEMENT SHALL BE PLACED AC PAVEMENT AS CONCRETE CLASS 520-C-2500 PAVEMENT SECTION AS PER DETAIL 1 318" ABOVE LIP OF GUTTER PER SECTION ABOVE WITH MAXIMUM SLUMP 4 1/2" AGGREGATE BASE SHALL CONFORM PER CITY OF LA QUINTA O CALTRANS CLASS 2 (1/4" MAX) AGGREGATE ASJPLAN PER STANDARD PLAN 200 COMPACTED TO 95% OF ASTM D1557 SECTION ABOV MAX. DRY DENSITY. 12" OF MOISTER CONDITIONED AS PE (MIN. 4%ABOVE OPTIMUM) NATIVE SOIL COMPACTED TO A MINIMUM OF 95% OF THE MAC. ° b DRY DENSITY DETERMINED BY Gp - a ASTM D1557 CONCRETE TO a 80 PAVEMENT SECTION SUBGRADE AS PER SECTION ABOVE 'SUBGRADE AS 4 " AGGREGATE BASE SHALL CONFORM PER SECTION ABOVE TO CALTRANS CLASS 2 (1/4" MAX) COMPACTED TO 95% OF ASTM D1557 PAVEMENT SECTIONS 1 FINISH ALL EXPOSED SURFACES PAVEMENT SHALL BE PLACED 3/8" ABOVE LIP OF GUTTER 4'-0" — 1" Z-O" 2P-0" 1" LEVEL LINE FT I Q 4 v G' Q PAVEMENT SECTION . AS PER DETAIL 1 6" 4"AGGREGATE BASE CONCRETE CLASS 520-C-2500 WITH MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STANDARD PLAN 200 141 WIDE RIBBON GUTTER I 5 6" AREA DRAIN PROP. GROUND 6" AREA DRAIN W/PVC GRATE W/PVC GRATE ,Ag= 13.61 SC -IN Ag= 13.61 SQ-IN I I PROP. STORM - DRAIN PIPE SEE PLAN FOR SIZE PROP. STORM i 1%MIN DRAIN PIPE 1%MIN SEE PLAN FOR MIN PVC PVC 90° BEN OR SIZE PVC 90° TEE AREA DRAIN AND CLEAN -OUT HC PARKING SIGN RETAINING CURB PER DETAIL 11 2% MAX ANY DIRECTION TR NCATED DOMES, EE DETAIL 15 SIDEWALK 4" WHITE LINE DIAGONALS AT T-0" Max CENTERS, '4 4" WHITEF4" WHITE LINE LINE LEVEL LINE2- CITY OF LA QUINTA STANDARD 2016" CURB3"MIN. AGGREGATE BASE 24"1"RADIUS 6"CURB FACE 3/4" RADIUS A 31 1/2" 1/2" RADIUS 12 1/2" Ta 6 1 CURB AND GUTTER DETAIL 1 2 1 VERTICAL CURB in•RADIUS 6.1"RADIUS SLOpAS PPLANzzwKU- CONCRETE CLASS 520-C-2500 WITH MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STANDARD PLAN 200 NOTES/21. BARRIER CURB MAYBE CONSTRUCTED BY THE USE OF FORMS OR MACHINE EXTRUDED. 2. CONTRACTION JOINT SPACING SHALL BE EITHER HAND TOOLED AND/OR SAW CUT AND SHALL BE PLACED NO FURTHER THAN TEN (10) FEET APART. DEPTH OF CONTRACTION JOINT SHALL HAVE A MINIMUM DEPTH OF ONE QUARTER (114) OF THE CONCRETE'S TOTAL HEIGHT. 3. BARRIER CURB SHALL BE FINISHED WITH STEEL TROWEL FOLLOWED BY A LONGITUDINAL BRUSH BROOM FINISH. 4. EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS, IN CURB RETURNS, AT STRUCTURES AND AT A MAXIMUM 20 FOOT INTERVAL. THE ONE-HALF INCH JOINT FILLER SHALL BE THE BITUMINUS TYPE MEETING THE A.A.S.H.T.O. M-33 OR THE A.S.T.M. D-1751 SPECIFICATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4" PCC SLAB 7 90'.00' ------------------- TRUNCATED DOMES SEE DETAIL 15 ro8.33 % MAX.L5 %MAX. NEW EXISTING SIDEWALK SIDEWALK VWIDE GROVED BORDER PVC 90° BEN OR ,SEE DETAIL 16 PVC 90° TEE mNOTES: FOR DIMENSION PURPOSES ONLY. FOR RAMP DETAIL PLEASE REFER TO CITY OF LA QUINTA STD. NO. 250 CASE E 9 ACCESSIBLE RAMP CENTERLINE OF STRIPING / LINE 9 0� T.Y.P. \ING AT R S LIMITOF SEE�4" 7 WHITE WIDE 4" 4"DETA HIGHWAY PAINT (2 COATS). T.Y.P. THE WORDS "NO PARKING", SHALL BE PAINTED T-0" Min FOR REGULAR ACCESSIBLE PARKING STALL R=q^ IN WHITE LETTERS NO LESS THAN V-0" HIGH. 8'-0" Min FOR VAN ACCESSIBLE PARKING STALL, R=8" ACCESSIBLE PARKING AND STALL 13 r9_0D_EGREE PARKING DOUBLE STRIPING DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS 15Q019 N.K.E. 1 1STSUBMITTAL DIAL TOLL FREE BENCHARK PD-3-1 E ELEVATION: 92.067 NGVD29 BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LINE OF THE /10/2019 N.K.E. 2 2ND SUBMITTAL /232019 N.K.E. 3 3ND SUBMITTAL 1-800-227-2600&kkh (TOP OF V I.P. ITH COUNTY TAG AT THE INTERSECTION OF NORTHEAST QUARTER OF THE SOUTHEAST QUARTER ATLEAST TWO DAYSMILES BEFORE YOU DIG. AVENUE AND ADAMS STREET) OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 5/2/2019 N.K.E. 4 4TH SUBMITTAL 89°3V•16" EAST AS SHO WN ON R.S. 96/52 , RECORDS OF RIVERSIDE COUNTY. UNDERGROUND SERVICE A OF 30UTHERN OALIFORNIA DATE I BY I NO.I INT DESCRIPTION 14 BARRIER CURB 1/4" RADIUS 6.0" EACH SIDE SLOPE 1% 4" r 2" CURB AND GUTTER—j a f..' C �,' .: > :. 1 ///.��%✓Y//.\�✓��%��\��\��\\/✓� FINISHED GRADE 4" CLEAN SAND COMPACTED TO 95% (MINIMUM) CONCRETE CLASS 520-C-2500 WITH MAXIMUM SLUMP OF 4" PER CITY OF LA QUINTA STANDARD PLAN 200 1/2" NOTES 1. EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS, IN 1/4"R '� il4"R CURB RETURNS, AT STRUCTURES AND PLACED AT 20' INTERVALS (MAXIMUM). THE ONE-HALF INCH (1/2") JOINT FILLER SHALL EXPANSION JOINT BE THE BITUMINOUS TYPE MEETING A.A.S.H.T.O. D-1751 SPECIFICATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONTRACTION JOINT CONCRETE. SHALL BE FINISHED 1 1/2" (MIN.) DEPTH 2. EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN CURB TO A WIDTH OF 1/4" MAX. 1 & GUTTER AND SIDEWALK WHEN THE BACK OF THE SIDEWALK ABUTS CONCRETE DRIVEWAYS, OTHER CONCRETE PAVING OR 1/4"R TYPICAL J T STRUCTURES. SIDEWALK DETAIL 4 9H REFLECTED SIGN 18 GA. MIN GALV. STEEL WITH PORCELAIN ENAMEL FINISH WITH BLUE BACKGROUND WHITE SYMBOL AND L( LETTERS COLOR EQUAL TO NO. 15090 - FEDERAL STANDARD 595E 0) WHITE LETTERS/ PERIMETER INCLUDE "MINIMUM FINE $250" O ■�R�� a IR2 qgE f 1N6 �82� WHITE LETTERS/PERIMETER INCLUDE" VAN ACCESSIBLE " LETTERING AT VAN ACCESSIBLE SPACE 80"ABOVE FINISH GRADE MIN. WHERE /"LOCATED T IN PATH OF TRAVEL 2" SQ. GALV. STEEL POST PAINTEDC-2800 CONCRET 10 ACCESSIBLE PARKING SIGN N �1 4•�-0.65" MINIMUM AS PER PLAN Q e0e0e0000e0e000000e0ee0e000e OOee0e00e00000e0e000e00e0ee0 N O O O eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeee LARGED ........................ DETAIL O O O c eeeeeeeeeeeeeeeeeeeeeeeeeeee T M eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeee O O eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeee OrG'CP\ eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeee eeeeeeeeeeeee TEXTURE PATTERN DETAIL DETECTABLE WARNING STRIP PLAN VIEW (TRUNCATED) ��•{ � 0.45" NOTE: OI I DETECTABLE WARNING SURFACES SHALL BE YELLOW 0.2" O AND APPROXIMATE FS 33538 OF FEDERAL STD. 593C. AS PER 11 B-705.1.1.3 OF THE CALIFORNIA BUILDING CODE 2016 TRUNCATED DOME 15 C PRE- PPR APPR DATE A NO. C66253 (' Exp. 6/30/20 5/6/2019 EtEDAI S =jngineering, Inc. o-QIL�-I1�LMK 3075 S. Ave. 4E Yuma, Arizona 85365 (928) 344-3566 FAX (928) 341-1075 EMAIL: najeh®EdaleQroup.com NAJEH EDAIS , PE 4FI I I /411 3�411� L5 % MAX. TRUNCATED DOMES SEE DETAIL 15 V WIDE GROVED BORDER SEE _./ DETAIL 16 �.�CURB o , 8.331 MAX ei I VE TICAL CURB & GUT 5.00' LETTERING ON SIGN MUST BE A MINIMUM OF 1' IN HEIGHT _Z N N APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM ON V IN HEIGHT) 1/ 17" MIN UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES _ NOT DISPLAYING O )ISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT THE OWNERS EXPENSE TOWED VEHICLE MAY BE RECLAIMED AT- (78495 CALLE TAMPICO La QUINTA, CA) OR BY TELEPHONING (760)B63-89W 560-C-2800 CONCRET 12" 11 I ACCESSIBLE SITE ACCES SIGN 36" MIN. CZ 1I M U h(\VV NOTES: THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS15090 IN FEDERAL STD. 595C. AS PER 118-703.7.2.1 OF THE CALIFORNIA BUILDING CODE 2016. ROOVED BORDER DETAIL 16 11 ISA MARKING 1 17 APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA BRYAN MCKINNEY CITY 5W2°19 DATE R.C.E. NO. 49418 RESIDENCE INN BY MARRIOTT PRECISE GRADING PLAN s /4 TYPICAL DETAILS APN 600-020-053 DATE W2 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. PREPARED FOR: SUNRIDGE PROPERTIES EXP. DATE 9-30-2020 12 SHEET NO 5 OF 6 DESIGN BY: NKE DRAWN BY: OH DATE:08/31 /18 DWG FILE: JOB NO. 18-027 EXISTING STRIPING zs zO V C2 - F m wS U w z W qe W c --_ to c o O t00 W (oD0 Um OCqcoo prp + CL>D 0LO +LAO + W - N F W Q0'.. MFUL Loi> fA Lon) 1-UL V1F6 DIAL TOLL 1-800-227- AT LEAST TWO BEFORE YOU DI UNDERGROUN[ OF SOUTHERN HWY 111 IMPROVEMENT PLAN EXISTING 4" WHITE IN EXISTING STRIPING N STATE 3B HIGHWAY o _.. c� TO REMAIN r 0 a ¢ 1 J N O (9 F m z m z It z _ o Q F PAVEMENT -TACK COAT AND MATCH TO EXISTING CONSTRUCTION GRIND AND OVERLAY 2' EXISTING ASPHALT ADJACENT TO SAWCUT a 0 ma o ED CO m r- o- 6S: oF oWQ 0 n U) r-v z 0W p � OJ4C CNI m 11 OOi + y. W (O + y {r+1. Z — 0 M. V% W O 35 1-z F WQ 5 Fz _. O W. O 35 Co M m N N. Ill N m N m W �n •N- in Ill mo 04 ^ e 34 a .,F�- -__ . F ,z O� VARIES 2'-7j' I D- Q �W d Y J O W V � 2.00' VARIES 8.00' i MATCH EXISTING EXISTING SIDEWALK GRADE ----------------- EXISTING GRADE DETAIL A PROPOSED VERTICAL CURB AND GUTTER PER CALTRANS STD SCALE 1=2' G ALERT BENCHMARK: BASIS OF BEARING: REVISIONS BEN P BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONGTHE NORTHERLY LINO OP'1'HE I28/2o20 N.K.E. 1 -AS REQUESTED: 90' POCKET OPENING AND DISPOSITION NOTE 5 ARE PROVIDED FOR RIGHT TURN. ELEVATION: 92.067 NGVD29 ELEVAHARKTION: 2.067 NORTHEAST QUARTER OF THE SOUTHEAST QUARTER -"R34W SIGNS HAVE BEEN REMOVED AS REQUESTED AND -E (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF OF SECTION 2Q TOWNSHIP 5 SOUTfi, RANGE 7 EAST, SAN HEREON WONT SHOW ON PLANS. MILES AVENUE AND ADAMS STREET) -ALL LENGTHS FOR REMOVAL OF STRIPING (DISPOSITION NOTE 5), BERNARDINO BASE AND MERIDIAN, BEING NORTH ARE HEREON SHOWN ON PLANS. 89°39'16" EAST AS SHOWN ON R.S. 96/52 , RECORDS OF eo RIVERSIDE COUNTY. DATE I BY I NO, I INT DESCRIPTION FOR CONTINUATION SEE SH ET4 PRECISE GRAING PLAN HWY 111 STRIPING PLAN CURVETABLE NO LENGTH' RADIUS' DELTA Cl 20.358 93,702 0"07'28" C2 20,358 91702 0"07'28" C3 54.90 35.00 89"34'12" C4 41.86 35.00 68'31'53" C5 15.59 8.00 111'41'24" CONSTRUCTION NOTES Q CONSTRUCT 6" THICK P.C.C. OVER 4" THICK CLASS II AGGREGATE BASE AS PER DETAIL 1 ON SHEET 5 ( CONCRETE TO PAVEMENT SECTION) 40 CONSTRUCT 6" CURB AND GUTTER AS PER CITY STD. 201 ® CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 6 ON SHEET Q9 CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 10.ON SHEET 5 AS PER DETAIL 10 ON SHEET 5 ® MATCH NEW CURB & GUTTER OR SIDEWALK TO EXISTING ® CONSTRUCT 5.5" TYPE A AC 19mm MAXIMUM MEDIUM OVER 6.5" CAB. ® CALTRANS TYPE IV(R) ARROW © INSTALL CHANNELIZING LINE W/ONE-WAY CLEAR REFLECTIVE MARKER AS PER CALTRANS DETAIL 38 ® SAWCUT AND REMOVE EXISTING VERTICAL CURB & GUTTER ® INSTALL R6-1 SIGN (ONE WAY) AS PER MUTCD ®9 CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.225 (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) )C, APPROVED BY: K. Engineering, In0. C66253 NExP• 6/30/22 3075 S. Ave. 4E Yuma, Arizona 85(928) 344-3568 FAX (928) 341-107L'I A CIVIL ��Q EMAIL: najeh®Edaisgronp.com of CA1.\F BRYA KINNEY CITY ENGINE ^ 6/2 020 APPR APPR DATE 6 2 2020 NAJEH EDAIS , PE DATE R.C.E. NO. 49418 DISPOSITION NOTES 01 SAWCUT, REMOVE & DISPOSE OF EXISTING PAVING 2❑ SAWCUT,REMOVE & DISPOSE EXISTING DRIVEWAY 31 SAWCUT, REMOVE & DISPOSE EXISTING CURB & GUTTER ® SAWCUT, REMOVE & DISPOSE EXISTING SIDEWALK Q5 REMOVE CONFLICTING STRIPING BY WET SANDBLASTING TTANTITIBS N W J" S SCALE: 1=20 Q Ist SUBSTITUTE MYLAR TO BE REMOVED NEW CURB & GUTTER 325 LF CURB & BUFFER 339 LF AC PAVEMENT 36 11 SY AC PAVEMENT 153.78 BY CONCRETE 43.78 SY CONCRETE 122.33 SY SAW -CUT 352 LF THIS MYLAR IS IDENTICAL TO THE MYLAR'/y,., APPROVED BY THE CITY ENGINEER ON MAY 9, 2019 EXCEPT FOR THE REVISIONS NOTED �� K. �O HEREON: 9� 2�NO. C66253 CO Exp. 6/30/22 G&deetA NAJEH EDAIS , PE -q7n CIVIL �,ff OF CAl\ElF DATE: CITY OF LA QUINTA CITY OF LA QUINTA SHEET NO 6 OF 6 RESIDENCE INN BY MARRIOTT DESIGN BY: NKE HWY I II IMPROVEMENT DRAWN BY: JAT & STRIPING PLAN DATE: 08/31/18 APN 600-020-053 DATE Wq OF SEC. 29 , T, 2 S., R, 5 E., S:B.M. DWG FILE: PREPARED FOR: SUNRIDGE PROPERTIES EXP. DATE 9-30-2020 JOB NO. 18-027 P(s2o2�-On12 PAVEMENT -TACK COAT AND MATCH TO EXISTING CONSTRUCTION GRIND AND OVERLAY 2' EXISTING ASPHALT ADJACENT TO SAWCUT VARIES 2'-7j" 2.00' - I I � _ j ._ TTER GRADE (G) AS PER PLAN VAR'IE$ 8.00' PROPOSED PAVEMENT I rvv1l un IZ^Io I Nv� (REFER TO CONSTRUCTION GRADE NOTE #1 ON SHEET 6) 2°/u t EXISTING GRADE DETAIL A PROPOSED VERTICAL CURB AND GUTTER PER CALTRANS STD SCALE 1'=2' DIG ALERT BENCHMARK: BASIS OF BEARING: VISIONS BEARINGS SHOWN HEREON ARE BASED UPON THE F12�19 N.K.E. 1 1STSUBMITTAL BENCHARK PD-3-1E BEARING ALONG THE NORTHERLY LINE OF THE DIAL TOLL FREE ELEVATION: 92.067 NGVD29 NORTHEAST QUARTER OF THE SOUTHEAST QUARTER N.K.E. 2 2ND SUBMITTAL 1-800-227-2600 (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF OF SECTION TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN a; MILES AVENUE AND ADAMS STREET) BERNARDINO BASE AND MERIDIAN, BEING NORTH O N.K.E. 3 3ND SUBMITTAL N.K.E. 4 4TH SUBMITTAL AT LEAsr Two o, you olc. 8939'16"EAST AS SHOWN ON R.S. 96/52, RECORDS OF6EFORE RIVERSIDE COUNTY. ) SERVICE A CALIFORNIA DATE I BY I NO.I INT EXISTING SIDEWALK ___ __ __ -,� __ _ _ __ _j C/L HWY NO. 111 PER RS 142/5 CURVE TABLE NO LENGTH RADIUS .DELTA C1 20.358 93.702 0'07'28" C2 20.358 93.702 OTT28" C3 54.90 35.00 89'34`12" C4 41.86 35.00 68'31'53" C5 15.59 8.00 111'41'24" CONSTRUCTION NOTES 02 CONSTRUCT 6" THICK P.C.C. OVER 4" THICK CLASS It AGGREGATE BASE AS PER DETAIL 1 ON SHEET 5 ( CONCRETE TO PAVEMENT SECTION) ® CONSTRUCT 6" CURB AND GUTTER AS PER CITY STD. 201 ® CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 6 ON SHEET 5 Q CONSTRUCT ACCESSIBLE RAMP AS PER DETAIL 10 ON SHEET 5 AS PER DETAIL 10 ON SHEET 5 ® MATCH NEW CURB & GUTTER OR SIDEWALK TO EXISTING ® CONSTRUCT 5.5" TYPE A AC 19mm MAXIMUM MEDIUM OVER 6.5" CAB. ® CALTRANS TYPE IV(R) ARROW ® INSTALL CHANNELIZING LINE W/ONE-WAY CLEAR REFLECTIVE MARKER AS PER CALTRANS DETAIL 38 ® SAWCUT AND REMOVE EXISTING VERTICAL CURB & GUTTER INSTALL R3-7R SIGN (RIGHT LANE MUST TURN RIGHT) AS PER MUTCD ® INSTALL R6-1 SIGN (ONE WAY) AS PER MUTCD) CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY AS PER CITY OF LA QUINTA STD. NO.225 (MATCH TO EXISTING VERTICAL CURB & GUTTER AND AC PAVEMENT) ( E D AT S APPROVED BY �� K. Fo9� Engineering, Inc. L�1 ,—'NO. C66253 In ¢ Exp. 6/30/20 =S.E Yuma, Arizona 85365 6 FAX (928) 341-1075 CML �eh®Edatagroup.com Lf� ov �' CALIF BRYAN KINNEY CITY ENGIN 5/6I2019 DESCRIPTION PRE- APPR DATE rj/6/2019 FNAJEH EDAIS , PE DATE R.C.E. NO. 49418 DISPOSITION NOTES ❑1 SAWCUT, REMOVE & DISPOSE OF EXISTING PAVING 2� SAWCUT,REMOVE & DISPOSE EXISTING DRIVEWAY SAWCUT, REMOVE & DISPOSE EXISTING CURB & GUTTER ® SAWCUT, REMOVE & DISPOSE EXISTING SIDEWALK �5 REMOVE CONFLICTING STRIPING BY WET SANDBLASTING QUANTITIES TO BE REMOVED NEW CURB & GUTER 325 LF CURB & GUTER 339 LF AC PAVEMENT 36.11 BY AC PAVEMENT 153.78 BY CONCRETE 43785Y CONCRETE 122.33 BY SAW -CUT 352 LF N W IF — SCALE: 1= 20 CITY OF LA QUINTA CITY OF LA QUINTA RESIDENCE INN BY MARRIOTT HWY 111 IMPROVEMENT 5-If STRIPING PLAN APN 600-020-053 DATE W21 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. PREPARED FOR: SUNRIDGE PROPERTIES EXP. DATE 9-30-2020 SHEET NO 6 OF 6 DESIGN BY: NKE DRAWN BY: JAT DATE: 08/31/18 DWG FILE: JOB NO. 18-027