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SS2021-0001GENERAL PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE 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 OFC CONSTRUCTION AT ( TION 760} 777 7 048. 0 5. THE LOCATIONS OF EXISTING UNDERGROUND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF 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 STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE 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 THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:3OPM, MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM. WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT 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. 14. ALL TRAVELED WAYS MUST BE CLEANED DAIILY 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 WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NO[) 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. SIGNING & STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING 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. 5. 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 RAMOS 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 FOOT CENTERS - 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 56-2, 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 OBTAIN SUBSURFACE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY INDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 OURS) PRIOR TO COMMENCING 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 20FT CLEAR ZONE OF THE ROADWAY SHOULDER. ADA IMPROVEMENT PLAN COSTCO WHOLESALE PLAZA CITY OF LA QUINTA, CALIFORNIA OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 T: 206.313.6280 CIVIL ENGINEER FUSCOE ENGINEERING INC. 600 WILSHIRE BLVD #1470 LOS ANGELES, CA 90017 CONTACT: BRITTANY KNOTT T: 213.988.8802 F: 213.988.8803 ARCHITECT MG2 1101 SECOND AVE, STE 100 SEATTLE, WA 98101 CONTACT: NATE ANDERSON T: 206-962-6668 7078 e A, OR ERA BUILDING OFFICIAL CITY OF LA QUINTA INDEX MAP SCALE: 1"=80' 1. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO FAMILIARIZE HIMSELF WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS TO REMAIN. 2. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. 3. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. 5. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION EXCEPT AS NOTED. 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTILITY COMPANIES TO FIELD LOCATE EXISTING UTILITIES IN THE AREA. 7. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED TO BE REMOVED FROM SITE OR GROUND UP AND USED FOR FILL. 10. CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING SCOPE OF WORK AREA DURING DEMOLITION WORK. 11. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. PAVING NOTES 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 HAS 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 CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXEPT 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 SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 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, AND/OR COLD PLANNING, 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. CITY QE LA QUINTA RRVAN DATE PUBLIC WORKS x a ENGINEER a 4941'S r. 6,.9-30-22 ,C,E140 NO. I DATE I HEVISIUNS APP. I DATE b 22 ?sol DATE - SHEET INDEX PROPOSE PROJECT SITE CA -111 AVE 48 VICINITY MAP NOT TO SCALE SHEET DESCRIPTION SHEET NO. TITLE SHEET AND GENERAL NOTES !. I`i 7 i Tc I_ V, -4:; I j, 4'§ PARfT !III ,. 9 n I ! SITE IMPROVEMENT PLAN ® LII L d� _ LJ 1 LL1J PERMIT NO. am ODMtlfBW - \ii( \ iii' Ju J�j I!!V - ---- fi 1 nr1 jIIC -- ii � I �! ii i!�I IJI x;41 I�uUI�u II 1IIulU11 i SHEET w' - - - _I - t nu 11 i , I PII SHEET �u U C3.02 . - \ I I SHEET1* 1� fl - - 1p NO -+4N* SHEET - C3.00 C3.01 I , 1 11 S -� r.■ I, I I 1� � IOTA e I 11 COS T=,URI LR, I O mr� 0 .5 NO \ cQ PART INDEX MAP SCALE: 1"=80' 1. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO FAMILIARIZE HIMSELF WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS TO REMAIN. 2. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. 3. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. 5. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION EXCEPT AS NOTED. 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTILITY COMPANIES TO FIELD LOCATE EXISTING UTILITIES IN THE AREA. 7. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED TO BE REMOVED FROM SITE OR GROUND UP AND USED FOR FILL. 10. CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING SCOPE OF WORK AREA DURING DEMOLITION WORK. 11. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. PAVING NOTES 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 HAS 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 CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXEPT 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 SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 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, AND/OR COLD PLANNING, 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. CITY QE LA QUINTA RRVAN DATE PUBLIC WORKS x a ENGINEER a 4941'S r. 6,.9-30-22 ,C,E140 NO. I DATE I HEVISIUNS APP. I DATE b 22 ?sol DATE - SHEET INDEX PROPOSE PROJECT SITE CA -111 AVE 48 VICINITY MAP NOT TO SCALE SHEET DESCRIPTION SHEET NO. TITLE SHEET AND GENERAL NOTES C1.00 SITE PLAN C2.00 SITE IMPROVEMENT PLAN C3.00 -C3.05 DETAILS C4.00 ENGINEER'S NOTICE TO CONTRACTOR 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER 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 ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING T OR PROCEEDING T HESE PLANS CEDING WITH HE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 1 BENCHMARK ASSUMED ELEVATION OF 100.00' AT BLDG FF (PT #10507) Ia T M N BASIS OF BEARING NOT DETERMINED 3 11 U7 UA It _ not nNWO.7 TITLE SHEET Y r.. . JJ 2/16 SIGNED BY DATE FOR JJ 2/16 HIT FUSCOECOSTCO WHOLESALE PLAZA 1ECKED BY DATE E N 6 1 N E E R I N 6 -C 2/16 600 Wilshire Blvd., Suite 1470 �� QUINTA Los Angeles, California 90017 ECOMMENDED BY DATE r FCL aP tel 213.988.8802 o fax 213.988.8803 ATF OF nL\FOR www.fuscoe.com 79795 HWY 111, LA QUINTA, CA 92253 1 Underground Service Alert o Call: TOLL FREE z (� 1-800 a 422-4133 z CALL T!p YIORIONG DAYS BEFORE YOU' DIG > 0 a PLAN CHECK NO. N XXXXXXXXXXX a PERMIT NO. XXXXXXXXXX i SHEET w' C1.00 0 bl� JFJ j i LL- L a. II � I I --l—yl m ��. m LEGEND AND ABBREVIATIONS — — PROPERTY LINE -- EXISTING UNKNOWN UTILITY LINE — — EXISTING CURB PROPOSED CURB PROPOSED BACK OF CURB — — — — — — — — — — PROPOSED SAWCUT LINE PROPOSED CONCRETE PROPOSED STRIPING CONC CONCRETE CF CURB FACE EX EXISTING FS FINISHED SURFACE GB GRADE BREAK TC TOP OF CURB TYP TYPICAL 405.5 SPOT ELEVATION FS 405.5 FS EXISTING ELEVATION 4.8% SURFACE SLOPE } F GRIND AND OVERLAY/PAVEMENT RECONSTRUCTION ® NEW ASPHALT PAVEMENT a ... ` CONCRETE _ _, _ _ _ _. _ r.;_ _ .. s _ _ __ y �. _ __ x 99.38 AC AC X 99.41 AC AC x x 98.08 AC 8.2iPE 97.85 AC AC AC IPE x 96.04 AC AC x 98.21 An AC x 98.43 AG Ac X 98.62 AC AC 98.89 AC AC MATCHLINE - SEE SHEET C3 6,38 PE STRIPE 18' 99.04 TC raPE(98.57 3 sa.5 �Rg X AC.24 AG 38 STRIPE IiCP srraiPE` �� (1.1%) 99.08TC!\� (L8.39 STRIPE HCP 98.58FS FS 5 1 13 6 3 8 1 5 0) 4 N I 99.12 TC 98.52 98.68 4 8.69 FSs9.02 TC, FS 3 (1%) FS -JOIN x - s fiQ E HCP ACC 4g° 9. 2 T( ° 98.44 AC _D iC 4CE5 ' Ac ogo 8.52 F`. �G7 se.71 P A g n U I TC . STRIPE- CESI 8.57 F 98.59 STRIPE FCP AMES srs E P %) 98.71 9ao1= FS -JOIN . 99.18 TC I FS 98.72 FS f. '1_� l' 13 6 5 x 98.59 ACAC P URB 3 (0.2%) 90.71 STRIPE t �'.: 99.18TC STRIP` FU 98.72FS 8.69 STRIPE HCP SIRIPE ICP98.71 98.69 S FS RIPEHCP 7 jalP FS -JOIN `l 11 I 3 8}' S T " 98.72 AC 99.25 TC ^C 98.80 7 98.87 .88FS 99.16 Tcy FS _ pAn ennor r° ES .80 STRIP`a ACCES 6.87 ,16 T� IPE HCP ..CES 4 c ° ° 8.76 S 00 z 0010 ° ° TC O 98._ STRIP CP ACC_ ° SS 98.85 STRIPE HCP ACCES 3 STRIP Hc�ec 98.94 1 - FS 7 FS -JOIN 9. x 98.82 AC AC 1 i� 3 8 13 6 < rn 4 5 TRR 99.03 1 5 98.73 HCR 98.72 HCR98.7498.74 Ex-- C --- 99.73 rC- TC (D.2%) 99.34 AC AC 99.71 TC Tc al 98.41 i ,87 TC 3,96.29 TC - F3 h 0 18' .02 5.51 EC x x 97.94 AC TRIPI P A' x 97.67 A( AC CSTRIPE HCP ACCES .10 STRIPE HCP ACCES RIPE HCP ACCES q9-8. 110 FS STRIPE HCP AMES ST HCP ACCES 1 A8.7 AG (12%) y254J (% 98 .22 98. Sv aooogo°0°og° S t FS 98.83 E HCP ACC 99.73 STRIP C °goss °og00gg 98.68 STRIPE HCP ACf:ES x 96.47 AC 4 3' 8 g° °g°gS°gg 99.6S TC C.7 °000°oa°oo°O° 0100°°o°g°0010 FS 95.60 TIC TC .. °010°%°0000 3 ° 0g°°o°O 55.5 IPE iP�CES `-9x45'', 7T O 96.30 STRIPE HCP ACCES -.0. X20.006 (1.4%°ogg00g0g0 HCP ACC ..Z%) $6 TdE `rim AC93.34 ,*iT ' H Q STRIPE HCP STRIPE HCP ACCES °o 96,77 SERI S`S RUR ACCES ." RIPE .G� d \%� i v`P 01°og °° 00000° HCP PE HCP OU o°00000000 O o9000Qoo °0100°o °o 7., OO o 98.39 °° g �0°gg 98.54. (1.4%) 98.28 P EC 99.03 CONCRETE P go S 3 �� I ° ° g g°1 0 fn6 R 1 A8.7 g0oo0og0 (12%) 98.96 AC 98. Sv AC 99 T 0.0--.- 98.83 E HCP ACC 99.73 STRIP C 98.68 STRIPE HCP ACf:ES x 96.47 AC 3 3' STRIPE HCP ACCES g° °g°gS°gg 99.6S TC 89.60 Tc TC °000°oa°oo°O° 0100°°o°g°0010 FS 95.60 TIC TC .. °010°%°0000 3 ° 0g°°o°O 55.5 IPE iP�CES `-9x45'', 7T ES--- " 96.30 STRIPE HCP ACCES -.0. X20.006 S..� HCP ACC ..Z%) SI-3�F' HCP °0000° °O° STRIPE HCP ACCES °o 96,77 SERI 46. P 0 01°og °° 00000° HCP PE HCP OU o°00000000 O IPE HCP °0100°o °o ggggg0ggg 98.6 98.39 ,g8gg°°g °°g° FS3 Q P EC 99.03 CONCRETE P FS ggogog 9852 SI`CP T HCP ACCES B ACCES o° ° STRI STRI A E5. STRIPE HCP ACCES STRIPE HaP STRIPE HCP ACCES oo°g0g°° °o P LIGHT TIN 24dNX24 2%)°° ° °0010 (1.2%) 98:75 STRIPE HCP ACCES °g°ggggg 1 PBX°g° STRIPE HCP ACGES x x x ° 98.9, AC x 99.04. ""--- ELEC P PBX .. x 9 75„STRIPE HCP 4`' 98.56 AG AC 99.5E AC AC AC �� ELEC EIEC P6 1 A8.7 g0oo0og0 (12%) 98.96 AC 98. Sv AC 99 T 0.0--.- 98.83 E HCP ACC 99.73 STRIP C 98.68 STRIPE HCP ACf:ES x 96.47 AC 98.51 STRIPE HCP ACCES g° °g°gS°gg 99.6S TC 89.60 Tc TC °000°oa°oo°O° 0100°°o°g°0010 FS 95.60 TIC TC .. °010°%°0000 3 98.93 0000000° s9.4 9. '- 99.57 V ° 4 °0000° °O° -x HCP Z 8.56 STRIPE HCP 96,77 SERI 46. P 0 01°og °° 00000° HCP PE HCP OU STRIPE P O IPE HCP °0100°o °o 0101°° ° Q P EC 99.03 CONCRETE P 0000000°0° 'LJ X 97.91 AC AC x 97.96 AC AC x 98.06 AC AC x 98.16 AC AC x 98,24 AC AC X 9832 AC AC NO. I DATE I REVISIONS I APP. I DATE 99.40 STRIPE HCP ACCES STRIPE HCP ACCES X x x99.02 AC '` 98.92 AC 99.44 AC 99.P2 AC AC AC AC AC APPROVED PUBLIC WORKS DIRECTORkCITY ENGINEER EXP DATE 8-30-22 UKAWIN 0i UA IC ' JJ 2/16 DESIGNED BY DATE � ,: JJ 2/16 11111.. _ U S CO E CHECKED BY DATE E N 6 1 N E E R I N 6 BK 2/16 600 Wilshire Blvd., Suite 1470 RECOMMENDED BY DATE Los Angeles, California 90017 tel 213.988.8802 c fax 213.988.8803 www.fuscoo.com crvt x 97.81 AC AC 97.9) AC A x 98,65 AC AC x MOO AC AC x 98.25 AC AC 99.37 AC Ac x 99.38 A' AC X 98.56 AC x 98.66 AC LEGEND AND ABBREVIATIONS - - PROPERTY LINE EXISTING EASEMENT EXISTING CURB PROPOSED CURB PROPOSED BACK OF CURB - - - - - - - - - - PROPOSED SAWCUT LINE PROPOSED CONCRETE PROPOSED STRIPING CONIC CONCRETE CF CURB FACE EX EXISTING FS FINISHED SURFACE GB GRADE BREAK TC TOP OF CURB TYP TYPICAL 405.5 FS SPOT ELEVATION 405.5 FS EXISTING ELEVATION ! 4.8% SURFACE SLOPE `. GRIND AND OVERLAY/PAVEMENT RECONSTRUCTION NEW ASPHALT PAVEMENT ` CONCRETE DEMOLITION NOTES [1 REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED 2 ❑REMOVE EXISTING WHEEL STOP RE -USE AS NEEDED ❑3 REMOVE EXISTING STRIPING ® REMOVE EXISTING CURB Q REMOVE/RELOCATE EXISTING TREE © REMOVE EXISTING LANDSCAPE 07 REMOVE EXISTING CONCRETE ® REMOVE EXISTING WALK Q REMOVE EXISTING DETECTABLE WARNING MAT 10 REMOVE SITE BOLLARD 11 REMOVE & RECONSTRUCT ADA RAMP CONSTRUCTION NOTES © PROTECT IN PLACE AS NOTED ON PLAN O1 COLD PLANE, GRIND & OVERLAY EXISTING A.C. VARIABLE THICKNESS (1" MIN.) WITH ARHM PER DETAIL C/C4.00 O2 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 0 PAINT ADA DESIGNATED WALK STRIPING ® INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 0 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 © INSTALL CONCRETE WHEEL STOP O7 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL H/C4.00 ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 O9 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 10 RECONSTRUCT CURB RAMP PER DETAIL I/C4.00 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 j 1© CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 13 CONSTRUCT AC PAVEMENT 3" A.C. OVER 6 A.B. (MIN) OR MATCH o EXISTING IN KIND 0 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS 0 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 0 a g a N a M o � 1 N N i 0 3 0 c5 a M 0 x 98.78 M AC m 0 _ ' I 5, 0' 2.5' 5' Z a , SCALE: 1 " = 5' w w 0 rr a SITE IMPROVEMENT PLAN PLAN CHECK NO. N XXXXXXXXXXX g FOR m CID STCO WHOLESALE PLAZA PERMIT NO. a XXXXXXXXXX N LA QUI NTA SHEET 79795 HWY 111, LA QUINTA, CA 92253 C3.0 98.96 AC 98. AC�0.6%) FS AC 99 T °° °0000 98.83 E HCP ACC 99.73 STRIP C 98.68 STRIPE HCP ACf:ES x 96.47 AC 99.42 TC STRIPE HCP ACCES �, �-... 99.6S TC 89.60 Tc TC °000°oa°oo°O° 0100°°o°g°0010 STRIP P ACCES aj STRIP£ AC 95.60 TIC TC .. STRIPE NCP ACCES AC 98.93 Tc s9.4 9. '- 99.57 °°,goo o ° 'R SKLE 99.70 NOTE BRNIE P JLE P NOTE; BRAIY.E p 99.69 NOTE: BRAILE P NOTE: BPAILE P 9989 NOTE: BPAILE P NOTE: BRAVE P 99. "N" NOTE: BRAILE P FS98.43 EC 99:65 NOTE: NOTE: aRAILE P 99 E099.04FS Ec P EC 99.03 CONCRETE P 0000000°0° • ON T .72 17GHT 71N 241NX24 FS E o°0010° '°gO °00000 97 P LIGHT TIN 24dNX24 2%)°° ° °0010 (1.2%) 98:75 STRIPE HCP ACCES 1 PBX°g° STRIPE HCP ACGES x x x ° 98.9, AC x 99.04. ""--- ELEC P PBX .. x 9 75„STRIPE HCP 4`' 98.56 AG AC 99.5E AC AC AC �� ELEC EIEC P6 99.55 CPB O3 NOPE: 99.44 TC 99.26 TC 99.24 TC HCP ACC 98.75 AC �;� _ ',` ELEC PBX N4 : L ITC P Tc TC99.20 TC Tc FS ELECTRICAL 99.59 T P �" P PULLBOX 99,18 STRIPE HCP ACC 55 P!°TE RA.iLE P..". OTE9.05 6�tE PRNII STRIPE HCP ACC NO .' P C} s J RUNCATED 99.11 NOTE: BM. P NOTE: BRAV-E P _ DOMES 9.10 STRIPE CP ACCES STIR HCP ACCES 9. TIC 99.27 AC x 99.18 AC x 99.18 AC X 99.20 AC ` x 9x.73 AC PC AC AC AC AC 99. STRIPE NCP Es T$C PE HCP AC Tm 99.21 STRIPE HCP ACCES STRIPE HCP ACCES Vd x 99.42 AC x99.42 AC x 99.38 AC x 99.32 AC 'e 99.84 AC AC AC AC AC 99,45 AC 99.36 PE HCp .S AC HCP ACC' " x99.07 AC x 99.19 AC AC - AC NO. I DATE I REVISIONS I APP. I DATE 99.40 STRIPE HCP ACCES STRIPE HCP ACCES X x x99.02 AC '` 98.92 AC 99.44 AC 99.P2 AC AC AC AC AC APPROVED PUBLIC WORKS DIRECTORkCITY ENGINEER EXP DATE 8-30-22 UKAWIN 0i UA IC ' JJ 2/16 DESIGNED BY DATE � ,: JJ 2/16 11111.. _ U S CO E CHECKED BY DATE E N 6 1 N E E R I N 6 BK 2/16 600 Wilshire Blvd., Suite 1470 RECOMMENDED BY DATE Los Angeles, California 90017 tel 213.988.8802 c fax 213.988.8803 www.fuscoo.com crvt x 97.81 AC AC 97.9) AC A x 98,65 AC AC x MOO AC AC x 98.25 AC AC 99.37 AC Ac x 99.38 A' AC X 98.56 AC x 98.66 AC LEGEND AND ABBREVIATIONS - - PROPERTY LINE EXISTING EASEMENT EXISTING CURB PROPOSED CURB PROPOSED BACK OF CURB - - - - - - - - - - PROPOSED SAWCUT LINE PROPOSED CONCRETE PROPOSED STRIPING CONIC CONCRETE CF CURB FACE EX EXISTING FS FINISHED SURFACE GB GRADE BREAK TC TOP OF CURB TYP TYPICAL 405.5 FS SPOT ELEVATION 405.5 FS EXISTING ELEVATION ! 4.8% SURFACE SLOPE `. GRIND AND OVERLAY/PAVEMENT RECONSTRUCTION NEW ASPHALT PAVEMENT ` CONCRETE DEMOLITION NOTES [1 REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED 2 ❑REMOVE EXISTING WHEEL STOP RE -USE AS NEEDED ❑3 REMOVE EXISTING STRIPING ® REMOVE EXISTING CURB Q REMOVE/RELOCATE EXISTING TREE © REMOVE EXISTING LANDSCAPE 07 REMOVE EXISTING CONCRETE ® REMOVE EXISTING WALK Q REMOVE EXISTING DETECTABLE WARNING MAT 10 REMOVE SITE BOLLARD 11 REMOVE & RECONSTRUCT ADA RAMP CONSTRUCTION NOTES © PROTECT IN PLACE AS NOTED ON PLAN O1 COLD PLANE, GRIND & OVERLAY EXISTING A.C. VARIABLE THICKNESS (1" MIN.) WITH ARHM PER DETAIL C/C4.00 O2 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 0 PAINT ADA DESIGNATED WALK STRIPING ® INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 0 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 © INSTALL CONCRETE WHEEL STOP O7 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL H/C4.00 ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 O9 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 10 RECONSTRUCT CURB RAMP PER DETAIL I/C4.00 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 j 1© CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 13 CONSTRUCT AC PAVEMENT 3" A.C. OVER 6 A.B. (MIN) OR MATCH o EXISTING IN KIND 0 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS 0 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 0 a g a N a M o � 1 N N i 0 3 0 c5 a M 0 x 98.78 M AC m 0 _ ' I 5, 0' 2.5' 5' Z a , SCALE: 1 " = 5' w w 0 rr a SITE IMPROVEMENT PLAN PLAN CHECK NO. N XXXXXXXXXXX g FOR m CID STCO WHOLESALE PLAZA PERMIT NO. a XXXXXXXXXX N LA QUI NTA SHEET 79795 HWY 111, LA QUINTA, CA 92253 C3.0 99.57 STRIPE HCP ACCES 9 STRIPE HCP ACCES 99.61 TC .. TC 99.6S TC 89.60 Tc TC TC 1 99.6 J Tc " 95.60 TIC TC .. TG ........ C 9.58 TC 'R SKLE 99.70 NOTE BRNIE P JLE P NOTE; BRAIY.E p 99.69 NOTE: BRAILE P NOTE: BPAILE P 9989 NOTE: BPAILE P NOTE: BRAVE P 99. "N" NOTE: BRAILE P 99.65 NOTE; BRAILE P NOTE: BRAILE P 99:65 NOTE: NOTE: aRAILE P .63 NOTE:"BRAT 9.60 STRIPE HCP ACC N � BRAILE P ".. \ moi\ HCP ACC NO. I DATE I REVISIONS I APP. I DATE 99.40 STRIPE HCP ACCES STRIPE HCP ACCES X x x99.02 AC '` 98.92 AC 99.44 AC 99.P2 AC AC AC AC AC APPROVED PUBLIC WORKS DIRECTORkCITY ENGINEER EXP DATE 8-30-22 UKAWIN 0i UA IC ' JJ 2/16 DESIGNED BY DATE � ,: JJ 2/16 11111.. _ U S CO E CHECKED BY DATE E N 6 1 N E E R I N 6 BK 2/16 600 Wilshire Blvd., Suite 1470 RECOMMENDED BY DATE Los Angeles, California 90017 tel 213.988.8802 c fax 213.988.8803 www.fuscoo.com crvt x 97.81 AC AC 97.9) AC A x 98,65 AC AC x MOO AC AC x 98.25 AC AC 99.37 AC Ac x 99.38 A' AC X 98.56 AC x 98.66 AC LEGEND AND ABBREVIATIONS - - PROPERTY LINE EXISTING EASEMENT EXISTING CURB PROPOSED CURB PROPOSED BACK OF CURB - - - - - - - - - - PROPOSED SAWCUT LINE PROPOSED CONCRETE PROPOSED STRIPING CONIC CONCRETE CF CURB FACE EX EXISTING FS FINISHED SURFACE GB GRADE BREAK TC TOP OF CURB TYP TYPICAL 405.5 FS SPOT ELEVATION 405.5 FS EXISTING ELEVATION ! 4.8% SURFACE SLOPE `. GRIND AND OVERLAY/PAVEMENT RECONSTRUCTION NEW ASPHALT PAVEMENT ` CONCRETE DEMOLITION NOTES [1 REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED 2 ❑REMOVE EXISTING WHEEL STOP RE -USE AS NEEDED ❑3 REMOVE EXISTING STRIPING ® REMOVE EXISTING CURB Q REMOVE/RELOCATE EXISTING TREE © REMOVE EXISTING LANDSCAPE 07 REMOVE EXISTING CONCRETE ® REMOVE EXISTING WALK Q REMOVE EXISTING DETECTABLE WARNING MAT 10 REMOVE SITE BOLLARD 11 REMOVE & RECONSTRUCT ADA RAMP CONSTRUCTION NOTES © PROTECT IN PLACE AS NOTED ON PLAN O1 COLD PLANE, GRIND & OVERLAY EXISTING A.C. VARIABLE THICKNESS (1" MIN.) WITH ARHM PER DETAIL C/C4.00 O2 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 0 PAINT ADA DESIGNATED WALK STRIPING ® INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 0 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 © INSTALL CONCRETE WHEEL STOP O7 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL H/C4.00 ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 O9 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 10 RECONSTRUCT CURB RAMP PER DETAIL I/C4.00 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 j 1© CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 13 CONSTRUCT AC PAVEMENT 3" A.C. OVER 6 A.B. (MIN) OR MATCH o EXISTING IN KIND 0 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS 0 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 0 a g a N a M o � 1 N N i 0 3 0 c5 a M 0 x 98.78 M AC m 0 _ ' I 5, 0' 2.5' 5' Z a , SCALE: 1 " = 5' w w 0 rr a SITE IMPROVEMENT PLAN PLAN CHECK NO. N XXXXXXXXXXX g FOR m CID STCO WHOLESALE PLAZA PERMIT NO. a XXXXXXXXXX N LA QUI NTA SHEET 79795 HWY 111, LA QUINTA, CA 92253 C3.0 MATCHLINE - SEE SHEET RIGHT LEGEND AND ABBREVIATIONS 98.8TO 5a.9a Ew 96.434 STRIPE PROPERTY LINE EW STRIPE EXISTING EASEMENT I - --- - � ' - --- EXISTING CURB PROPOSED CURB IPF PROPOSED BACK OF CURB IPE - _ _ _ _ _ - _ _ _ - M ' PROPOSED SAWCUT LINE T PROPOSED CONCRETE I 4958 Tc ----� 9.3 M PROPOSED STRIPING Tf i 98.09 EW 98C1 STRIPE v _.------ ---- CONC CONCRETE Ey{ STRIPE j -- 98.90 FS e CF CURB FACE !J STRIPE HOP ACC 9 98.9€ 71N 2CNX24 98.Y9 STRIPE HCP ACC TC UGH 24iNX24 Tc rc' rc r TC EX EXISTING 98. STRIPE H ACCES 98.85 SIR E HCP ACC S9A7 AC -- - PE HCP STRIPE P ACCES 98.79 TO $892 NOE QRNL .39 `HCR- a a 4.48 Fw FS FINISHED SURFACE 96.83 N0 4,15a HCR _ NO E e E P 3 GB GRADE BREAK � rPE§MIPE P b\� 1.8%) ° 98. q' 98.83 NOSE: RA8-4 fg.2 t: b\ <• ^' 1 -. .•«, (99.48)FS RB - PE '^ TC TOP OF VJ O NOTE: BRNL +^--�_ OD.'.. 5 ._ a• CU S WCUT'. <'4 ..4 ; n ...Y TYP TYPICAL W &'. JO17,, QgSz H , . 1.61' , .. 405.5 SPOT ELEVATION HCR i 98.62 STRIPE HOP ACCES 98.7 IPE HCP ACCES - 99.55 Ew S°.5 EW 9877 TO -- - W E HCP ACCES 98.64 STRIPE HCP A.CCE 98.81 NOTE: BRAILE P � •92 TC 99.56 Ey,. 99.46 F405.5 STRIPE HCP ACCES a �. rc' STRIPING STRIPE HCP AC NorE B2VLE P 48FS yg, S c ,,N N FS EXISTING ELEVATION I 98.35 STRIPE U P - % Y _ FS 98.86 EW y8. TC ' 99:18 TO LIGHT 7114 4. Nj z 99.41 EVI EB STRIPE -- P TRUNCATED TO TO Ew 99.40 TC 4.8% SURFACE SLOPE 1 DOMES ( 99.zo ELEC PBX 9.52 EW, x m -9.4-0 TC i R7 C PBX ' ElY•_ .4.' .tt - { j I LLI EEr. Px 8.99 FS " T GRIND AND OVERLAY/PAVEMENT RECONSTRUCTION �MPE j Z � 99.36 EC d • ` I ' ! NEW ASPHALT PAVEMENT '' I { 8.04 EC 9`°:20 EC EC b� II rD� A 99az EC < :. .. CONCRETE {{ n ' 98.50 AC " 98."°t AC E j U AC AN LANDSCAPE i q 56.79 Ew i 98.19 STRIPE 7 P i ,EW - I STRIPE Q - •:... , - DEMOLITION NOTES I - -- r 4 $ e9,32 TO 'i 98s.�EA a x a (. (�•. B.flB STRIPE ' 99.41 I99.32 TC Q REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED FS a i 98.88 FS �2 REMOVE EXISTING WHEEL STOP, RE -USE AS NEEDED 00 0 mn ' / _ - _ 4.}a ❑3 REMOVE EXISTING STRIPING I _-- PE �ESWE ® REMOVE EXISTING CURB �1 15 ❑5 REMOVE/RELOCATE EXISTING TREE 98.24 AC .a AC © REMOVE EXISTING LANDSCAPE Ew -' 98.68 TO TO ' SAWSUT -- 07 REMOVE EXISTING CONCRETE mum At 0 &JOIN'. X9TO 28 ®REMOVE EXISTING WALK .99.33 t 98.]8 STRIPE 99.33 EW (L. REMOVE EXISTING DETECTABLE WARNING MAT FS 99.26 TC (98.78)FS 10 REMOVE SITE BOLLARD 98.65 TO TG11 REMOVE & RECONSTRUCT ADA RAMP s 6,81PE 98.19 AC Ew 98.70 EN Ac - _ FE1 CONSTRUCTION NOTES ell BAB MIPE 99.13 TO © PROTECT IN PLACE AS NOTED ON PLAN Pe 99.17 EW 96.69 STRIPE O COLD PLANE, GRIND. & OVERLAY EXISTING A.C. VARIABLE THICKNESS. (1" EW .' - MIN.) WITH ARHM PER DETAIL C/C4.00 9862 Ta0 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 Tc AEC WAL P AM9a.66 EW 98.20 STRIPE O3 PAINT ADA DESIGNATED WALK STRIPING Ew ® INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 - - - 99.02 TO TO © INSTALL CONCRETE WHEEL STOP .AESj3d:PE WOO EW 96.61 AC EW Ac O7 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL Ac H/C4.00 1.3% 96' 96.7Tc ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 0EW ) x'21 STRIPE EW ___ ! I 98.96 TO PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 - TO �98 s9.aa EW 9x54 AC 10 RECONSTRUCT CURB RAMP PER DETAIL. I/C4.00 A: 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 SbRIPE I Q CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 "9 a$8mPE 13 CONSTRUCT AC PAVEMENT 3" A.C. OVER 6 A.B. (MIN) OR MATCH o S EXISTING IN KIND o III 9`867 -TG Q 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS •. • - $8.69 EW - 98.20STReE °F 93sa-=.»H" Rf 97.83 STRIPE LTV 6TRIPE _ STRIPE - STRIPE - - (0 71)T, 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 98.92 EW X98.48 STRIPE m ElySTRIPE o " 97.92 AC "'gg -„ BTRSPE 98.25 STRIPE4=MPE n AS ,\ac STRIPE �SI$IPE (D.7%) 9829 AC N 99.68 TO 0 65 EC 96. EC9 .Si EC TO 96.83 TO EC C9 1Q) �e dCAC 98.90 EW 96.44 STRIPE EwSmPEo ICAC 96.Od AC ._-._ ct 98.73 NCR 98.72 HCR. # 98.74 EC 9 . EC - .06.51 EC 0 8.26 STRIPE 98.38 STRIPE. 35 1. AC 'TRkPE STRIPE IPE T n97 - - a TO r3(�.2%) 98.34 AC ?�$ �� xi AC / - ' - & II 998 77 TC Fm ______._.. _.____--- :5�9�1PE in PE Tc �,l P ---- 5' 0' 2.5' 5' SCALE: i" = 5' Z MATCHLINE -SEE SHEET C3.01 MATCHLINE -SEE SHEET LEFT a DRAWN BY DATE sill APPROVE D BY; CITY (SII JJ 2/,6 TpFESS/0 SITE IMPROVEMENT PLAN PLAN CHECK No. Z DESIGNED BY - DATE ° e E�+zaeE-.NA< XXXXXXXXXXX a y FOR 411A7 JJ 2/16 '�,.. FU SCOE N0. 76 2 �m COSTCO WHOLESALE PLAZA PERMIT NO. RHY N MGKINF,F P.F.DATECHECKED BY DATE E N G 1 N E E R 1 N G m m XXXXXXXXXX PUBLIC WORKS DIRECTOW01TY ENGINEER BK 2/16 600 Wilshire Blvd., Suite 1470 Q .'� 1fl,_ RECOMMENDED BY DATE Los Angeles, California 90017 r ckv+4 a`P SHEET o LA QUINTA (� NO. DATE REVISIONS APP. DATE tel 213.988www.fuscoe.com.8802 o fax 3.988.8803 ATF ofcA e°a C3.02 79795. HWY 111, LA QUINTA, CA 92253 ,� 2 O O 3 1 m I LIMIT OF AC OVERLAY TC/F I--- FLUSH/JOIN TO EXISTING se Sri Hca AccEs /F W CP AC i HCP Am 98.61 STRI HCP AC tl STRIPE H ACCES W8.65:,::17 / °° F g° °° co °b W 98.58 °°gogo So°o°o LUHCP Al 98.53 STRIPE HCP ..CEs STRIPE HCP ACC U) 98.60 ST RIPE HCP ACCJ \/ 9 I 1 I 98.60 F� 98. 7 TC { WTu z I I j98.89 TC IT1-1C.48 AC STO P \.A r 988 98.38 AC ' AC 98.70 BRNL 99.11 HCR °9.10 HCR WLE P HCR HCR f, �: 0.6%' 0} r EXISTING STRIPING 9Y.84 N: eRNLE P 0000 6;.BPUTEa �gg° - - - - - - - - - - II4 ca PROPOSED CONCRETE ,.�.�'' PROPOSED STRIPING 0 �t 98.74 NOTE BRAILE P _. 99.15 HCR HCR NOTE: BPAIL HCR ill 6 Ew 99.15 EM .,99.17 TC 99.141 74a,T� A- EN HCP ACM 98.89 TO TC 90.57 AC AC OF FL 98.25 I TC 98.78 TC Tic (2L,331/ FS STRIPE HCP ACCES n 98.47 AC AC STRIPE H ACCTS HCP ES HCP ',u w ,. 4. �. 15 FS,. ' 1<:.. r JOIN TO EXISTING � 8.89 SCRIP � P , STCIPE 1� ACCES STRIPE X 98..-",x. AC Ar. STRIPE HCP ACC HCP ACC 98.33 :rte .r,, �. EC 3' HCP M ACC 98.46 to l 0 :65 Fk'T�'BRAtti. &iVLE'ra� .:: I - 99.11 HCR '"' 98.72 NOTE Sl .. '.�� : 98.6 NO o°o . ' : NOM'§RAIL4 °oo_000�° HO o°o HCR NOTE: GRAIL f, �: 0.6%' 0} r EXISTING STRIPING 9Y.84 N: eRNLE P 0000 6;.BPUTEa �gg° - - - - - - - - - - II4 ❑5 PROPOSED CONCRETE ,.�.�'' PROPOSED STRIPING d: 98.74 NOTE BRAILE P _. 99.15 HCR NOTE BRAILE P •• ',' oo°o°0000 HCR 99.15 TC 6 Ew 99.15 EM 'c 99.03 TC Lwt Ew TYPICAL %99.31 69.1 i. }R\ 98.74)FS LIGHT 71N 241 UIG, LIGHT 71N 241RX24 4.8% SURFACE SLOPE HCP ACM 98.89 TO TC 90.57 AC AC OF FL 98.25 I TC 98.78 TC Tic (2L,331/ FS STRIPE HCP ACCES n 98.47 AC AC STRIPE H ACCTS HCP ES HCP ',u w ,. 4. �. 15 FS,. ' 1<:.. r JOIN TO EXISTING � 8.89 SCRIP � P , STCIPE 1� ACCES STRIPE X 98..-",x. AC Ar. STRIPE HCP ACC HCP ACC 98.33 :rte .r,, �. EC 3' HCP M ACC 98.46 to l 0 :65 Fk'T�'BRAtti. &iVLE'ra� .:: I - u:'. -^• •. .4 98.91; HSR. 99.05: HCR` 'tl .. .. .. .... '4.0 HCR :4 .. xx:: .. '.�� : 98.6 NO o°o . ' : NOM'§RAIL4 °oo_000�° HO o°o aP .._ .. .. L' 644% .•a f, �: 0.6%' �. EXISTING STRIPING 9Y.84 N: eRNLE P 0000 6;.BPUTEa �gg° - - - - - - - - - - II4 ❑5 PROPOSED CONCRETE ,.�.�'' PROPOSED STRIPING d: :: .'. .g _ _. I.00 :.a.". EX •• ',' oo°o°0000 IL FINISHED SURFACE GB GRADE BREAK TC 98.%.N."8RW}EOM P • TYPICAL 405.5 FS 69.1 i. }R\ 405.5 iiou°00000 UIG, EXISTING ELEVATION 4.8% SURFACE SLOPE GRIND AND OVERLAY/PAVEMENT RECONSTRUCT& 13 TC 99.17 EW 99. �'�' fi ro Ew 99.13 FS Ew N61E: BRwIE P 99.05FS 9a.97 rc TC ii 98.57 IFC - W STRI ING I ''_^^ vJ 98.49 STRIPE HC I'W STRIPE HCP ACC W U) I 1 W z ' J 98.35 All U AC ' t_ Al 98 SRkIPE HSP /ACC I IPE HCP ACC 98.53 TC Tc co M 'U W r W I ' z I r LEGEND AND ABBREVIATIONS - - PROPERTY LINE RELOCATE & RE -USE EXISTING SIGN AS NEEDED EXISTING EASEMENT -- - - EXISTING CURB ❑3 PROPOSED CURB EXISTING STRIPING PROPOSED BACK OF CURB - - - - - - - - - - PROPOSED SAWCUT LINE ❑5 PROPOSED CONCRETE PROPOSED STRIPING CONIC CONCRETE CF CURB FACE EX EXISTING FS FINISHED SURFACE GB GRADE BREAK TC TOP OF CURB TYP TYPICAL 405.5 FS SPOT ELEVATION 405.5 FS EXISTING ELEVATION 4.8% SURFACE SLOPE GRIND AND OVERLAY/PAVEMENT RECONSTRUCT& NEW ASPHALT PAVEMENT <..' CONCRETE DEMOLITION NOTES 01 REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED ❑2 REMOVE EXISTING WHEEL STOP, RE -USE AS NEEDED ❑3 REMOVE EXISTING STRIPING ® REMOVE EXISTING CURB ❑5 REMOVE/RELOCATE EXISTING TREE REMOVE EXISTING LANDSCAPE ❑7 REMOVE EXISTING CONCRETE REMOVE EXISTING WALK ❑9 REMOVE EXISTING DETECTABLE WARNING MAT 10 REMOVE SITE BOLLARD 11 REMOVE & RECONSTRUCT ADA RAMP CONSTRUCTION NOTES © PROTECT IN PLACE AS NOTED ON PLAN O1 COLD PLANE, GRIND & OVERLAY EXISTING A.C. VARIABLE THICKNESS (1" MIN.) WITH ARHM PER DETAIL C/C4.00 Q2 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 3Q PAINT ADA DESIGNATED WALK STRIPING ® INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 © INSTALL CONCRETE WHEEL STOP �7 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL H/C4.00 ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 Q9 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 10 RECONSTRUCT CURB RAMP PER DETAIL I/C4.00 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 1© CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 13 CONSTRUCT AC PAVEMENT 3" A.C. OVER 6 A.B. (MIN) OR MATCH EXISTING IN KIND 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 5' 0' 2.5' 5' SCALE: 1 " = 5' UMAl 6 T UA I C y"pp Y _ "" � Qa N SITE IMPROVEMENT PLAN PLAN CHECK NO. �'1r�'`i�� � 1 � �1��1'� �� ��l �a I�I� JJ Z/16 � OF ESS TO Z DESIGNED BY DATE Arai SLI ZAefr 'k FOR FOR XXXXXXXXXXX M ------ z_ _2 _ JJ 2/16 = FUSCOE yP: y �c PERMIT NO. gHY . At1[KII�I- CA ih,M I N E E R x NO. 76 2 m COSTCO WHOLESALE PLAZA XXXXXXXXXX CHECKED BY DATE m PUBLIC WORTS DIRE CTOCITY ENGINEER BK 2/16 600 Wilshire Blvd., Site 1470 A RilC.�, NO. 49 '19 EXP OATS 9 th- Los Angeles, California 90017 `P LA Q U I NTA SHEET o RECOMMENDED BY DATE r,T crv1� owe NO. DATE tel 213.988.8802 °fax 213.988.8803 a oP Cp 1F REVISIONS APP. DATE _ - www.fuscoe.cam 79795 HWY 111, LA QUINTA, CA 92253 C3.03 x 98.47 AC AC 98.56 A'_ AC X 98.73 AC AC X 98.84 AC AC X 98.92 AC AC x 98.97 AC AC 99.10 AC AC x 99.38 AC AC x 98.05 AC AC X 9a.10 AC AC X 98.25 AC AC x 98.37 AC AC Ac AC 98.56 AC AC ' 98.68 AC AC X 98.79 AC AC X 98.94 AC AC x 99.13 AC AC V P 197.3$ sTRIhdMIT OF AC OVER Y 98.24 TC 97.58 97.46 STRIVFLUSH/JOIN TO EXIT ESTRIPE 97M STRIPE STRIP - 97.74 FS - - -FS FS - - - - - - _ - 97.35 97.21 STRIPE - - - - STRIPE I S 6 c. 1 ,. 97.96 TC f 97.51 FS I 1 97.84 TC I Nf �� 13 " 1 97.43 FS �IIR I N I 6 6 2% %, 7. SmIPE //" �P 97. STRIPE . TC E 5181 E sza7 TC C TC 5 4' U i I P rc l C 1.3% 97.8 9 .72 11 98 02 re P 97.66 rc sRIPE FS -GB F -G • TG P I 97.94 Tc FS -GB 98,08 TC 97.56 STRIPE 97.42 STRIPE TC STRIPE STRIPE (97.63 FS 46 TC. 1 ?. L c.11 I: N 9.4' 8' 9' 1 1' 11' I - 97.54 STRIPE STRIPE STRIPE97.45 5,€ - STRIPE ''+ STRIPE STRIPE 3 3 98.5 TCS I 6 AN 3 Tc 1 x dtA41C 98,59 EC rr r+7z s $ z,-4 9 9 9659 TC NO - 96.26 Ai fi PARKING. AC 9a5 98.20 98.25 fw7 TC I ,FS 98.9 TC I 97.78 STRIPE ` 97.56 STRIPE Y -. 97.68 STRIPE (98.25)FS 98 1.. ° 9 .96� - ;1 97.83 STRIPE STRIPE STRIPE -L- F FS .�.,, I � a0.vy j_{ T1ka i .o i A 1„ta 7.00 FS FS FS FS iv LIMIT OF AC OVERLAY x 97.62 AC x .,.., AC 9 98.43 AC 0.31 AC FLUSI /JOIN&oFOc EXISTING 97.91 AC x 97.76 AC AC. _ ,a. AC AC AC 3 5' K 97.82 AC x 97.70 AC % 97.57 AC # 97.45 AC x 97.34 AC X 98.40 AC - x 9&16 AC x 9&00 AC - AC AC - AC AC AC " 98.47 AC AcW AG AC Ac LIMIT OF AC OVERLAY 97.76 97.65 98.48 98 31 . S FLUSH/JOIN TO EXISTING FS FS F FS F - o_ I 98.62 Fg I 37 9 FS 7 98 T t1 , 2.7% I 97.73 FS FS FS 1.4% FS X X �� (y ' ~' +SG 9.3' 107 79 POST W=31N RA 1 1.68 POST W=31N CART RA '� 98.66 AC 98.64 AC I ycr �< - ! ', , e a ,. AG „ x C PO W=31N RA P 5T W=31N CART RA JNl��dd 98.68 AC, TC20 TC71 X10 .:I JNI/IU Vd 7 7 / I., EC 99 C Mf6AVC 99.0 8 7 2 9S7{a'• P ;1 8 I.T. I 7 3 3 3 3 1 F 10.7' 5� 9 7 r-' 9' 9' .��` I 1 " O 10195 POST W --31N RA Xi POST W=31N CART PA 99.13 TC t7.'{'*„ ,..-' ' PO W=31N RA P =31N CART RA IF,37 j W2 �c b 1 1 j 7 r 1 v i AS AV ke G I 99.24 TC 99.17 TC *99 8.84 FS 98 68 FS. 8.60 5 4 6 „9 5 8.08 98.48 TC FS FS 98.04 FS 24 ,- --- _. -.__.__ - �`. - -.. -''- - - x = X ST W=3IN CART TC 99.17 ECS I- 1.5%. ._ .._. __ _ RA.,. 1.5% �--. or Q P@.51 EC UGHI =31N RA =3M CMT RA 5 �.,J. AC G / 14 P I � �: P 1( ` Imm 99.03 AC .48 TC P R i E e 8� j'. 4, �* T 15 6 P 99.09AC 9 51 Tc EC AC G 1 1 W • 1 4 I 98.13 AC --' 99.09 AC . 0T • 7 q:" r r r > r ..X1 _.28 POST W -31N RA X9 POST W=31N CART RA Ac s ,- 5 9 9 9 P.r'FEQ T W -31N CART RA P 3 1=31N CART RA 99.58)TC 99.6 C ° ° ` 98. S 99.08)FS ggggggg °0 7 °°°g°gong °g°° . .. ° 99.3 TC �' 3 4 rTc °° r8f 9885FS 7 8 8 / -7 7 8 R7 °°°°°°°°°°`°° VAN 98.16 AC . NO 0 AC . , y x 99.55 69' TG PARKING PARKING A;g��� 99.05 F 98.95)FS I Xi0 37 POS W=31N RA X1 2.28 POST W= %C'ART RA a , PO W=31N RA OST W=31N CART RA 1 90 1.6% 9 . 9 98.68 3 98`.40 1.6% 98 26 I�ISEsrRIPE 3 FS ES FS FS = ___ 98.98 - - - - -- 98.54 98.49 - - - - - - - - 98.28 FS FS FS FS F• N x 98.93 AC MATCHLINE - SEE SHEET C3.05 LEGEND AND ABBREVIATIONS E1 REMOVE, - - PROPERTY LINE REMOVE EXISTING EASEMENT -- EXISTING CURB EXISTING STRIPING PROPOSED CURB REMOVE PROPOSED BACK OF CURB - - - - - - - - - - PROPOSED SAWCUT LINE © PROPOSED CONCRETE EXISTING LANDSCAPE PROPOSED STRIPING CONIC CONCRETE CF CURB FACE EX EXISTING FS FINISHED SURFACE GB GRADE BREAK TC TOP OF CURB TYP TYPICAL 405.5 FS SPOT ELEVATION 405.5 FS EXISTING ELEVATION 4.8% SURFACE SLOPE GRIND AND OVERLAY/PAVEMENT NEW ASPHALT PAVEMENT <...� CONCRETE DEMOLITION NOTES E1 REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED 02 REMOVE EXISTING WHEEL STOP, RE -USE AS NEEDED Q REMOVE EXISTING STRIPING REMOVE EXISTING CURB ❑5 REMOVE/RELOCATE EXISTING TREE © REMOVE EXISTING LANDSCAPE ❑7 REMOVE EXISTING CONCRETE ® REMOVE EXISTING WALK ❑9 REMOVE EXISTING DETECTABLE WARNING MAT 10 REMOVE SITE BOLLARD 11 REMOVE & RECONSTRUCT ADA RAMP CONSTRUCTION NOTES © PROTECT IN PLACE AS NOTED ON PLAN O1 COLD PLANE, GRIND & OVERLAY EXISTING A.C. VARIABLE THICKNESS (1" MIN.) WITH ARHM PER DETAIL C/C4.00 O2 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 O3 PAINT ADA DESIGNATED WALK STRIPING ® INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 O5 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 © INSTALL CONCRETE WHEEL STOP 0 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL H/C4.00 ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 09 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 10 RECONSTRUCT CURB RAMP PER DETAIL I/C4.00 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 1© CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 CONSTRUCT AC PAVEMENT 3" 13 A.C. OVER 6 A.B. (MIN) OR MATCH c EXISTING IN KIND 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 0 a f a N M 0 N I N I 0 5' 0' 2.5' 5' SCALE: 1 " = 5' DRAWN BY DATE ■.�q) SITE IMPROVEMENT PLAN PLAN CHECK N0. APPROVED Li+ @' : QII= 1 Q IJJ 2f16 � Q1+ L I SS/OZA qe , z DESIGNED BY DATE �?{ e` 1 zABFry F FOR XXXXXXXXXXX a -all_.._ _ z _ JJ 2/16 FUSCOE ~P c PERMIT NO. No. 76 2 m COSTCO WHOLESALE PLAZA RRY N h�C;K1NFF _ DAA CHECKED BY DATE E N 6 1 N E E R I N 6 m a XXXXXXXXXX i P` BLsIC WORKS, DIRE CTORC ITY ENGINEER BK 2/16 600 Wilshire Blvd., Suite 1470 1 I�"0• Los Angeles, California 90017 .p DATE LA QUI NTA SHEET o RECOMMENDED BY DATE r cIv1L tel 213.988.8802 o fax 213.988.8803 rE OF CAL a NO. DATE REVISIONS APP. DATE __ www.fuscoe.com 79795 HWY 111, LA QUINTA, CA 92253 03.04 . I, LEGEND AND ABBREVIATIONS — — PROPERTY LINE REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED EXISTING EASEMENT MATCHLINE - SEE SHEET C3.04 EXISTING CURB REMOVE EXISTING STRIPING PROPOSED CURB REMOVE EXISTING CURB Q PROPOSED BACK OF CURB © — — — — — — — — — — PROPOSED SAWCUT LINE REMOVE EXISTING CONCRETE ® PROPOSED CONCRETE 09 REMOVE EXISTING DETECTABLE WARNING MAT PROPOSED STRIPING 96.67 ACIN! x * 96.37 AC 96.22 Ac x 98.16 AC " 96.10 AC CONC 96.53 AC 98.44 AC Ac A° CONCRETE " 96.64 AC Ac Ac AC AC Ar CF CURB FACE !J1 EX LIMIT OF AC OVERLAY EXISTING MIN.) WITH ARHM PER DETAIL C/C4.00 FLUSH/JOIN TO EXISTING FS FINISHED SURFACE tJ3 GB GRADE BREAK INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 TC TOP OF CURB ® TYP TYPICAL ;6.90 AC 9&82 AC 96.69 ac x 98.64 Ac x AC Ac 96.s4 ac s64a AC x9632 Ac # 9eza aC FS 5'5 AC AC SPOT ELEVATION ® �9 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 505.5 EXISTING ELEVATION 11 4.8% SURFACE SLOPE rp GRIND AND OVERLAY/PAVEMENT NEW ASPHALT PAVEMENT 1-- a CONCRETE DEMOLITION NOTES 01 REMOVE, RELOCATE & RE -USE EXISTING SIGN AS NEEDED 02 REMOVE EXISTING WHEEL STOP, RE -USE AS NEEDED Q REMOVE EXISTING STRIPING ® REMOVE EXISTING CURB Q REMOVE/RELOCATE EXISTING TREE © REMOVE EXISTING LANDSCAPE 07 REMOVE EXISTING CONCRETE ® REMOVE EXISTING WALK 09 REMOVE EXISTING DETECTABLE WARNING MAT F161 REMOVE SITE BOLLARD 11 REMOVE & RECONSTRUCT ADA RAMP CONSTRUCTION NOTES © PROTECT IN PLACE AS NOTED ON PLAN !J1 COLD PLANE, GRIND & OVERLAY EXISTING A.C. VARIABLE THICKNESS (1" MIN.) WITH ARHM PER DETAIL C/C4.00 O2 CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL B/C4.00 tJ3 PAINT ADA DESIGNATED WALK STRIPING INSTALL DETECTABLE WARNING MAT PER DETAIL E/C4.00 �5 INSTALL ADA PARKING SIGN PER DETAIL H/C4.00 ® INSTALL CONCRETE WHEEL STOP 0 PAINT ADA PARKING STALL STRIPING PER COSTCO STANDARD AND DETAIL H/C4.00 ® PAINT ADA PARKING SYMBOL PER DETAIL D/C4.00 �9 PAINT PARKING STALL STRIPING PER DETAIL G/C4.00 10 RECONSTRUCT CURB RAMP PER DETAIL I/C4.00 11 CONSTRUCT 6" P.C.C. CURB PER DETAIL A/C4.00 1Q CONSTRUCT 0" P.C.C. CURB PER DETAIL F/C4.00 13 CONSTRUCT AC PAVEMENT 3" A.C. OVER 6 A.B. (MIN) OR MATCH EXISTING IN KIND 14 RELOCATED EXISTING TREE PER ARCHITECT PLANS 15 RECONSTRUCT EXISTING CONCRETE SIDEWALK 5' 0' 2.5' 5' SCALE: 1 " = 5' urtr�rvry o� vni� ails PLAN CHECK N0. �y !� I SITE IMPROVEMENT PLAN APPROVED BY; CITY O I QUINTA JJ 2/16 � pRovess ELizggeA, DESIGNED BY DATE �FUSCOE�y ry F FOR XXXXXXXXXXX 11 / 11■ = COSTCO WHOLESALE PLAZA PERMIT NO. RRY'' N MCK1NFF A P.F,. DA CHECKED BY DATE16 EMIR N E E R I N G m No. 7s 2 y a XXXXXXXXXX PUBLIC WORDS DIRECTORJOITY ENGINEER BK 2/16 600 Wilshire Blvd., Suite 1470 Q � Los Angeles, California .988. c LA QUI NTA SHEET EXP °�7�z RECOMMENDED BY DATE 9 r,T civ o��` tel 213.988.8802 � fax 213.988.8803 For cauF NO. DATE REVISIONS APP. DATE www.fuscoe.com 79795 HWY 111, LA QUINTA, CA 92253 C3.05 n 0 v im 0 NOTE: 1/2" PRE—MOULDED JOINT FILLER AT 25' ON CENTER (MAXIMUM) AND AT START AND FINISH OF ALL CURVED SECTIONS -IN-PLACE CONCRETE CURB PROPOSED - FINISH SURFACE N � v q COMPACTED SUBGRADE \0\1\1% TC PER PLAN --A.C. PAVING ►NCRETE FLUSH CURB DETAIL TE BASE RADIUS CORNERS, TYP. CONCRETE CURB BEYOND PLANTING AREA PER LANDSCAPE DRAWINGS 18" #4 CONT. BARS AT 18" ON CENTER EACH WAY #4 BARS CONTINUOUS TOP AND BOTTOM 2% MAX. CROSS SLOPE IV NOTE: PROVIDE CONTROL JOINTS AT 10'-0" O.C. MAX., TYP. 90% MIN. COMPACTED SUB—GRADE 4" THICK P.C.C. CONCRETE WALKWAY CLASS 520—C-2500 )NCRETE SIDEWAK DETAIL 4" WIDE PAINTED LINES, SEE 1'-0" NOT TO SCALE N O RADIUS, � TYPICAL I 10'-0" UNLESS NOTED OTHERWISE STANDARD PARKING STALL STRIPIN ELEVATION FLK FLAN PER PLAN SS RAMP NOT TO SCALE n APPROVED BY. cwa �- 2' MIN. 1'MIN. COLD PLANE z a 0.1' MIN. o Uj w FS EXISTING w FS NEW AC PAVEMENT AC PAVEMENT v LO U p w 0.1' MIN oof o AC OVERLAY DETAIL C NOT TO SCALE C07TY QE LA QUWTA, RR I AN fhFICKIf IFFE ., R.F.. DAlt PUBLIC WORKS DI CTO ITYNGliC EER R.C, , NO.. 4U1 8 "P DATA 9.30.22 N0. DATE REVISIONS APP. 1 DATE ■ co I M PARKING ONLY MINIMUM FINE $250 4 ACCESSII a. n � n G /\ I 1'-6" DIAMETER CONC. BASE n JJ DESIGNED BY JJ CHECKED BY BK RECOMMENDED BY 3" 3'-0" NOTES: w 0 w z of 2. W p p J_ p U w o ~ z 3: 00 X a w J w z p 2 Or o Or N LL O 6. MARKINGS SHALL ADHERE U SECTION 11 B-502.6.4 Z 0 0 w p HJ o >_ 1' 0" p 0 u _ o z 3 FOR COLOR, MATERIAL, AND SUPPLIER. w w 0 p 0 0 o � N O RADIUS, � TYPICAL I 10'-0" UNLESS NOTED OTHERWISE STANDARD PARKING STALL STRIPIN ELEVATION FLK FLAN PER PLAN SS RAMP NOT TO SCALE n APPROVED BY. cwa �- 2' MIN. 1'MIN. COLD PLANE z a 0.1' MIN. o Uj w FS EXISTING w FS NEW AC PAVEMENT AC PAVEMENT v LO U p w 0.1' MIN oof o AC OVERLAY DETAIL C NOT TO SCALE C07TY QE LA QUWTA, RR I AN fhFICKIf IFFE ., R.F.. DAlt PUBLIC WORKS DI CTO ITYNGliC EER R.C, , NO.. 4U1 8 "P DATA 9.30.22 N0. DATE REVISIONS APP. 1 DATE ■ co I M PARKING ONLY MINIMUM FINE $250 4 ACCESSII a. n � n G /\ I 1'-6" DIAMETER CONC. BASE n JJ DESIGNED BY JJ CHECKED BY BK RECOMMENDED BY 3" 3'-0" NOTES: N 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE " SYMBOL. RAMP OR 4. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE LANDING PLAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. 6. MARKINGS SHALL ADHERE TO CBC SECTION 11 B-502.6.4 ACCESSIBLE PARKING SYMBOL STAINLESS STEEL FASTENERS. WHITE LETTERS & SYMBOL ON BLUE BACKGROUND REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL (MINIMUM 70 SQ. IN. SIGN) 1/2" RADIUS (TYP.) ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING SPACES ONLY 1 1/4" GALV. SCHD. 40 STL. PIPE W/CAP FINISH GRADE NOT TO SCALE 4" WIDE PAINTED BLUE STRIPES; TWO COATS —1'-6" DIA. CONC. FOOTING NOTES: 1. SIGNAGE PER LOCAL JURISDICTION. VERIFY REQUIREMENTS. 2. PROVIDE SIGN AT EACH HANDICAPPED ACCESSIBLE PARKING STALL 3. ALL SIGNAGE SHALL BE PER LATEST CBC SECTION 11 B-502.6 ACCESSIBLE PARKING u lLl, L DETECTABLE WARNING MAT DETECTABLE WARNGING MAT ACCESSIBLE SIGN ACCESSIBLE ROUTE PRECAST CONCRETE BUMPER, TYP. ® ACCESSIBLE SPACES EQ: EQ. ACCESSIBLE SYMBOL, TYP. 0 ALL ACCESSIBLE SPACES. 5' 1 9' LH D MIN. MIN. 8 0.. ® VAN NOTE: PARKING ACCESSIBLE SPACES AND AISLES SHALL BE LEVEL & ANY SURFACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. ALL SIGN AND STRIPING �,� MOT TO COAI r UA I t still .+P 2/16 ROFEs O{ E� DATE' FUSCOE y�� 2/16 � i I��1u y � NO. 7i DATE E N G I N E E R I N G m 2/16 600 Wilshire Blvd., Suite 1470 DATE Los Angeles, California 90017 r civ tel 213.988.8802 o fax 213.988.8803 qTe OF C www.fuscoe.com 0 0 0 DETAILS FOR COSTCO WHOLESALE PLAZA LA QUINTA 79795 HWY 111, LA QUINTA, CA 92253 PLAN CHECK NO. N XXXXXXXXXXX a WIDTH OF XXXXXXXXXX " RAMP OR SHEET LANDING 4' MIN. DETECTABLE WARNING PAVER 0 0 0 0 0 0 SEE ARCHITECT AND LANDSCAPE DRAWINGS FOR COLOR, MATERIAL, AND SUPPLIER. 0 0 0 0 0 0 TRUNCATED DOMES SHALL BE FULL WIDTH OF RAMP AND 3 FOOT DEPTH O O O O O O WARNING MAT SURFACE NEAREST TO THE STREET SHALL BE BETWEEN 6" AND 8" OF THE GUTTER FLOW LINE. 0 0 0 0 0 0 L DETECTABLE WARNING MAT DETECTABLE WARNGING MAT ACCESSIBLE SIGN ACCESSIBLE ROUTE PRECAST CONCRETE BUMPER, TYP. ® ACCESSIBLE SPACES EQ: EQ. ACCESSIBLE SYMBOL, TYP. 0 ALL ACCESSIBLE SPACES. 5' 1 9' LH D MIN. MIN. 8 0.. ® VAN NOTE: PARKING ACCESSIBLE SPACES AND AISLES SHALL BE LEVEL & ANY SURFACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. ALL SIGN AND STRIPING �,� MOT TO COAI r UA I t still .+P 2/16 ROFEs O{ E� DATE' FUSCOE y�� 2/16 � i I��1u y � NO. 7i DATE E N G I N E E R I N G m 2/16 600 Wilshire Blvd., Suite 1470 DATE Los Angeles, California 90017 r civ tel 213.988.8802 o fax 213.988.8803 qTe OF C www.fuscoe.com 0 0 0 DETAILS FOR COSTCO WHOLESALE PLAZA LA QUINTA 79795 HWY 111, LA QUINTA, CA 92253 PLAN CHECK NO. N XXXXXXXXXXX a PERMIT NO. XXXXXXXXXX " SHEET C4.00