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PG2016-0017DIAL BEFORE YOU DIG TOLL FREE -" 1-800-227-2600 A PUBLIC SEWAGE BY UNDERGROUND SERVICE ALERT pc ni 0 =x Jr ce calla 0 0 PI o: w n oN 12 3 u9 az 0 CO.0 COVER SHEET C1.0 ADA IMPROVEMENTS 1 C2.0 ADA IMPROVEMENTS 2 C3.0 ADA IMPROVEMENTS 3 C4.0 DETAILS SHEET APPROVED FOR PERMITTING 0111"';441!11 BURT HANAOA DA BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ' ZONING COMPLIANCE .� 1 1 a -4// GAB' PLANNING CITY EL PV/ E P IA • NAGE', OF LA QUIN A APPROVED BY: CITY OF LA QUINTA 411""ar..ON,P.. ��/ ADA STALLS: TI OTHY R. ENGINEER NO. 45843 EXP. 12-31-16 EELICWCTOR/CITY R.C.E. STIPULATION FOR REUSE 04 o 00 „_0,(z00 30�z �<_ g,a W F- o J Pwozi-crz � 3VmzEcgcawmocciii 3az 0 E- a,�LJa ISW1-e-wTHH8 6" oQu¢W6¢rc ai- rDL1-3 «" CONSULTANTS E Y 0 z >WN` - tOZ Z N D_ Z 0 a N O - CCrnx c)a>w U O Z w Q p � J r N O O W�-`Y CO I- J ,n l/1 0 - Q p=U0 r N r JOB NUMBER: 96541620 ISSUE BLOCK CITY OF LA QUINTA SIGNING & STRIPING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBIUTY 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 APPUCATION 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 UTIUZED 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 CENTERUNE CONTROL POINTS (ON 50 FOOT CENTERS- I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A UCENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFUCTING 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 UNES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTIUZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTIUZED 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. 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 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 ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPUCATION 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. CHECKED BY: EXISTING PROPOSED BUILDING AREA: 221,694 221,694 REGULAR STALLS: 1,102 1,106 ADA STALLS: 26 24 ADA STALLS REQUIRED: 22 22 ADA VAN STALLS: 4 4 ADA VAN STALLS REQUIRED: 5 4 TOTAL STALLS' 1,128 1,130 PARKING RATIO: 5.09 5.10 r JOB NUMBER: 96541620 ISSUE BLOCK CITY OF LA QUINTA SIGNING & STRIPING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBIUTY 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 APPUCATION 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 UTIUZED 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 CENTERUNE CONTROL POINTS (ON 50 FOOT CENTERS- I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A UCENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFUCTING 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 UNES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTIUZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTIUZED 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. 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 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 ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPUCATION 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. CHECKED BY: DRAWN BY: JG PROTO: 208 SC PROTO CYCLE: 01/29/16 DOCUMENT DATE: 03/11/16 ADA PAVEMENT, STRIPING AND SIGNAGE NOTES (APPLICABLE TO ENTIRE CIVIL SET): GENERAL PROJECT NOTES (APPLICABLE TO ENTIRE CIVIL SET): 1. IN AREAS NOT BEING RE -SURFACED BUT REQUIRING RE -STRIPING, CONTRACTOR SHALL ERADICATE EXISTING STRIPING AND PROVIDE A SEAL COAT OVER THE AREA PRIOR TO RE -STRIPING. 2. CONTRACTOR TO USE APPROPRIATE PAINT COLORS PER DETAILS SHEET. ADA BARRIER FREE AREAS TO COMPLY WITH ALL LOCAL AND FEDERAL ADA STANDARDS. 3. CONTRACTOR SHALL REMOVE ALL EXISTING SIGN POSTS AND PATCH PAVEMENT WHERE REVISED SIGN POST LOCATIONS ARE REQUIRED 4. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBUC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE 5. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 48" WIDE WITH A 60" X 60" PASSING SPACE EVERY 200 FEET. 6. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END W1TH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 7. THE ACCESSIBLE ROUTE IN FRONT OF PARKING SHALL BE A MINIMUM OF 48" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING. SIGN POSTS, OR OTHER OBSTRUCTIONS. 8. ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING. 9. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT UMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS. 10. TRANSITION CHANGE IN ELEVATION 15 NOT TO EXCEED 1/4" WITHIN AN ACCESSIBLE ROUTE. 11. JOINT WIDTHS ARE NOT TO EXCEED 1/2" OF WIDTH. 12. CURB RAMPS MUST HAVE A DIFFERENT FINISH FROM THE ADJACENT PAVEMENT. 13. EXISTING CURB IS ASSUMED TO BE 6", UNLESS NOTED OTHERWISE. CONTRACTOR IS TO VERIFY IN FIELD. 14. REPAIR ALL AREAS AFFECTED BY CONSTRUCTION INCLUDING, BUT NOT LIMITED TO LANDSCAPING AND PAVEMENT. 15. 2% SLOPE IN ALL DIRECTIONS WITHIN ADA PARKING STALLS. AFTER PROPOSED GRADE BREAK, ALLOWABLE SLOPE TO MATCH EXISTING IS 5.0%. 16. ALL AREAS WHERE STRIPING IS TO BE ERADICATED. CONTRACTOR IS TO ERADICATE AND SEAL COAT AREA. CONTRACTOR TO COMPLETE WORK IN A MANNER TO MINIMIZE DISRUPTION TO CUSTOMER PARKING AND ACCESS. CONTRACTOR TO FULLY INFORM THE STORE MANAGER PRIOR TO COMMENCING WORK. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE CONSTRUCTION STATUS UPDATES AND SUBMIT CLOSURE SCHEDULES TO STORE MANAGER. CONTRACTOR TO PROVIDE BARRICADES AND PROPER TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION TO ENSURE THE SAFETY OF ALL INDIVIDUALS PRESENT ON SITE. CONTRACTOR TO OFFER ANY COST SAVING IDEAS FOR THE PROPOSED SCOPE OF WORK ON THE BID FORM FOR CONSIDERATION OF WALMART AND THE DESIGN ENGINEER. CONTRACTOR TO ABIDE BY CITY MUNICIPAL CODE FOR PHASING CLOSURE OF ADA PARKING SPACES. CONTRACTOR SHALL PROVIDE MAINTENANCE OF PEDESTRIAN TRAFFIC. CONTRACTOR SHALL RESTRIPE ARE LANE CURBS THAT HAVE BEEN DISTURBED DURING THIS PROJECT. CONTRACTOR TO PROTECT ALL DRAINAGE INLETS DOWNSTREAM OF CONSTRUCTION WITH FILTER SACKS. CONTRACTOR TO ALSO FOLLOW ALL APPLICABLE BMPS FOR SMALL SITE CONSTRUCTION AS REQUIRED IN THE MOST CURRENT VERSION OF CBC. CONTRACTOR TO REMOVE TEMPORARY DRAINAGE INLETS AFTER CONSTRUCTION. CONTRACTOR TO PATCH HOLE WHEN REMOVING SIGN POST FROM ALL AREAS BESIDES LANDSCAPING CITY OF LA QUINTA GENERAL 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 PUBUC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBUC 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 AN 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 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 CML 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 5:30PM 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 HOUDAYS, FOR WHEN ACTIVE WORK IS NOT BEING DONE. UNLESS PRIOR AUTHORIZATION TO DO 50 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 50 I5 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 CAUFORNIA STATE MANUAL OF WARNING SIGNS, UGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO EUMINATE ANY HAZARDS. 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 UTIUTY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACIU TIES HAS BEEN INSTALLED AND ACCEPTED. 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. 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 COURSES): IIIB-83-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. 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. A TACK COAT SHALL BE APPUED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.0 . 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 GALLONS/YARD . 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 ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER "G" FOR GAS "E" FOR ELECTRICAL POWER. Wog -con COVER SHEET SHEET CO.0 ERR ORIGINAL PRIMED ON RECYCLED PAPER ( J 0 0 0 NDD D 0 0 m w 0 Z D - J CA 111 DEMOLITION NOTES ❑1 REMOVE EXISTING ASPHALT. E REMOVE EXISTING FLUSH CONCRETE CURB, INCLUDING REBAR (IF ENCOUNTERED). ❑3 REMOVE EXISTING CONCRETE CURB, INCLUDING REBAR (IF ENCOUNTERED). ® REMOVE EXISTING CONCRETE CURB AND GUTTER, INCLUDING REBAR (IF ENCOUNTERED). E REMOVE EXISTING ADA RAMP. REMOVE EXISTING CONCRETE SIDEWALK, INCLUDING REBAR (IF ENCOUNTERED), AND BASE COURSE E RAISE UTIUTY CLEANOUT TO PROPOSED GRADE. E RAISE MANHOLE TO PROPOSED GRADE. 11 REMOVE EXISTING SIGN POST AND BOLLARD, INCLUDING FOOTING. 14 PROTECT EXISTING LONGITUDINAL CROSS GUTTER. PROTECT EXISTING LANDSCAPING. El PROTECT EXISTING CONCRETE CURB. 17 PROTECT IN PLACE EXISTING RAISED LANDSCAPE ISLAND. 1g REMOVE EXISTING TRUNCATED DOMES. El PROTECT EXISTING CONCRETE SIDEWALK. 20 PROTECT EXISTING TRUNCATED DOMES. 21 PROTECT EXISTING ASPHALT PAVEMENT. LI PROTECT EXISTING FDC. 15 LEGEND L ---J L 2.00% (2.00%) CONSTRUCTION NOTES (I) INSTALL ACCESSIBLE ROUTE SIGN AND POST PER DETAILS 8 AND 5, SHEET C4.0. DIRECTION PER PLANS. O CONSTRUCT CONCRETE SIDEWALK PER DETAIL 14, SHEET C4.0. O3 CONSTRUCT MODIFIED IN -UNE CURB RAMP PER DETAIL 6. SHEET C4.0. \NO*IRTH I / SITE PLAN BEGIN EXISTING CONDITIONS SCALE 1"=10' (65.88 FS) 63.09 TC 62.92 FL 62.80 TC 2.64 FS 63.55 TC/FS 63.51 TC 63.31 FS (64.94 FS) 't. 65.43 TC 66.35 TC 66.03 FS BEGIN - o 66.35 TC S a END 66.33 TC 66,31 TC 66.10 TC 65.79 TC FS 66.27 TC FS w 65.75 TC FS 62.32 TC F 62.28 TC FS 62.46 TC (62.07 FS (62.46 TC (61.91 FL (62.04 LIP) `BEGIN 0 4.50% 0(�� 63.51 TC FS ._ 62.80 TC/FS 62.8R TC 62.38 FS 62.84 TC 62.34 FS 62.57 FS 64.51 TC 63.96 FS) 63.57 FS/TC 65.44 TC 65.02 FS (66.45 FS) (66.32 FS) (66.45 FS) BEGIN PROPOSED 3/4" MILL AND OVERLAY TO PROPOSED GRADE PROPOSED CONCRETE PAVEMENT DEMOLITION AREA PROPOSED TRUNCATED DOMES ERADICATE STRIPING/SEAL COAT AREA PROPOSED ASPHALT PAVEMENT PROPOSED GRADE BREAK PROPOSED SLOPE EXISTING SLOPE O INSTALL TRUNCATED DOMES IN CONCRETE PER DETAIL 4, SHEET C4.0. WIDTH TO BE 3.0' UNLESS OTHERWISE SPECIFIED IN PLANS. O CONSTRUCT ASPHALT PAVEMENT PER DETAIL 3, SHEET C4.0. O CONSTRUCT CONCRETE CURB PER DETAIL 7, SHEET C4.0. HEIGHT PER PLANS. O7 INSTALL FLUSH CURB PER DETAIL 11, SHEET C4.0. © PROPOSED LANDSCAPING TO MATCH EXISTING. CONTRACTOR TO EXTEND IRRIGATION. O CONSTRUCT MODIFIED PARALLEL CURB RAMP PER DETAIL 6, SHEET C4.0. 10 STRIPE ADA PATH -OF -TRAVEL (BLUE 60', 36" SPACED) PER DETAIL 2, SHEET C4.0. 13 PROPOSED 3/4" MILL AND OVERLAY TO PROPOSED GRADES SHOWN ON PLAN. 18 STALL STRIPING TO MATCH EXISTING REGULAR PARKING STALLS. 20 CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL 1, SHEET C4.0. HEIGHT PER PLANS. CITY OF LA QUINTA ONASS PUBLIC WORKS DIRE46'I'OR/CITY ENGINEER R.C.E. NO. 45843 EXP. 12-31-16 (62.58 FS) 1 1 1 1 1 BEGIN ©.1 ERADICATE EXISTING STRIPING (TYP) EXISTING CONDITIONS SCALE 1"=10' EXISTING CONDITIONS SCALE 1"=10' \ (66.39 FS) 2% MAX (66.39 FS CROSS SLOPE (66.17 FS) REPAIR PLAN® SCALE 1"=10' REPAIR PLAN SCALE 1"=10' REPAIR PLAN SCALE 1"=10' (65.79 FS) (65.90 FS) GRAPHIC SCALE IN FEET 0 5 10 20 1 P6-1-0 at -00f7 as LU Wa MC LU z Ul aF 0 Luo 6 Bo - ',too a= 00 0 STIPULATION FOR REUSE o,wao VN00(4 p 3iV0 4 44 O-92-/"o'w 21-0 3m0Mociino u0 0=0 mmujuimm _>"- wwwi0 aw con-rmc_z cozwmwrc00 CONSULTANTS C o L z C >wWa U' CO Z0 T Cr Z CO QC + O Q N O - Er >0ml F a>w Ed AT 0 OZ hi 1_,R W0 F Eml N O O W 0 y 01 E FJ Lo (.0ZUo¢ nu1 N 00 00 < I J ▪ >- i0 TV cp O = Z '� (n W Oa lI TO H VV CV 0 w 0 JOB NUMBER: 96541620 ISSUE BLOCK CI IECKED BY: DRAWN BY: JG PROTO: 208 SC PROTO CYCLE. 01/29/16 DOCUMENT DATE: 03/11/16 ADA IMPROVEMENTS 1 SHEET: C 1.0 BRR ORIGINAL PRINTED ON RECYCLED PAPER ( j 0 00N • rn O 0 1 0 M I d 0] z • w • 0 N o N ▪ o CA 111 DEMOLITION NOTES �1 REMOVE EXISTING ASPHALT. Q REMOVE EXISTING FLUSH CONCRETE CURB, INCLUDING REBAR (IF ENCOUNTERED). ❑3 REMOVE EXISTING CONCRETE CURB, INCLUDING REBAR (IF ENCOUNTERED). © REMOVE EXISTING CONCRETE SIDEWALK, INCLUDING REBAR (IF ENCOUNTERED), AND BASE COURSE. LI REMOVE EXISTING LANDSCAPING. 10 REMOVE EXISTING PIPE BOLLARD, INCLUDING FOOTING, SALVAGE SHIELD. 77 REMOVE EXISTING SGN POST AND BOLLARD, INCLUDING FOOTING. 12 REMOVE EXISTING SGN PROTECT POST AND BOLLARD. 13 TEMPORARILY REMOVE EXISTING BIKE RACK FROM FRONT HARDSCAPE AND REPLACE AFTER PROPOSED CONCRETE HAS BEEN INSTALLED. 15 PROTECT EXISTING LANDSCAPING. El PROTECT EXISTING CONCRETE CURB. 17 PROTECT IN PLACE EXISTING RAISED LANDSCAPE ISLAND. 7g REMOVE EXISTING TRUNCATED DOMES. El PROTECT EXISTING CONCRETE SIDEWALK. 20 PROTECT EXISTING TRUNCATED DOMES. 21 PROTECT EXISTING ASPHALT PAVEMENT. 22 PROTECT EXISTING FDC. PROTECT EXISTING POST AND SIGN. 23 LEGEND L___J NORTH / \1/ SITE (PLAN N.T.S. PROPOSED 3/4" MILL AND OVERLAY TO PROPOSED GRADE PROPOSED CONCRETE PAVEMENT DEMOLITION AREA PROPOSED TRUNCATED DOMES ERADICATE STRIPING/SEAL COAT AREA PROPOSED ASPHALT PAVEMENT PROPOSED GRADE BREAK 2.0O% PROPOSED SLOPE (2.O0%) EXISTING SLOPE CONSTRUCTION NOTES ( INSTALL ACCESSIBLE ROUTE SIGN AND POST PER DETAILS 8 AND 5, SHEET C4.0. DIRECTION PER PLANS. O2 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 14, SHEET C4.0. O4 INSTALL TRUNCATED DOMES IN CONCRETE PER DETAIL 4, SHEET C4.0. WIDTH TO BE 3.0' UNLESS OTHERWISE SPECIFIED IN PLANS, OS CONSTRUCT ASPHALT PAVEMENT PER DETAIL 3, SHEET C4.0. O6 CONSTRUCT CONCRETE CURB PER DETAIL 7, SHEET C4.0. HEIGHT PER PLANS. O7 INSTALL FLUSH CURB PER DETAIL 11, SHEET C4.0. 10 STRIPE ADA PATH -OF -TRAVEL (BLUE 60', 36" SPACED) PER DETAIL 2, SHEET C4.0. 11 INSTALL TWO ACCESSIBLE PARKING SIGN ON POST PER DETAILS 10 AND 5, SHEET C4.0. 12 STRIPE ADA PARKING SPACES PER DETAIL 12, SHEET C4.0. DIMENSIONS PER PLANS. 13 PROPOSED 3/4" MILL AND OVERLAY TO PROPOSED GRADES SHOWN ON PLAN. 14 INSTALL ACCESSIBLE PARKING SIGN ON POST PER DETAILS 10 AND 5, SHEET C4.0. 15 STRIPE WHITE 4" STRIPES, 60 DEGREE, SPACED 0 36" O.C. 16 INSTALL UNAUTHORIZED VEHICLE ACCESS SIGN AND POST PER DETAIL 16 AND 5, SHEET C4.0. 17 INSTALL PEDESTRIAN CROSSING SIGN ON POST PER DETAIL 13 AND 5, SHEET C4.0. 1g INSTALL PIPE BOLLARD PER DETAIL 9 ON SHEET C4.0. MATCH EXISTING LOCATION. CONTRACTOR TO UTILIZE EXISTING BOLLARD SHIELD WHEN POSSIBLE. IF EXISTING SHIELD CANNOT BE UTILIZED CONTRACTOR TO PURCHASE SHIELD TO MATCH EXISTING COLOR. 21 VESTIBULE STRIPING PER DETAIL 15, SHEET C4.0. 22 INSTALL PEDESTRIAN CROSSING SIGN ON EXISTING POST PER DETAIL 13 AND 5, SHEET C4.0. APPROVED BY: CITY OF LA OUINTA AS 7�ATEl6 T OTHY R. ONP.E. ATE PUBLIC WORKS DIRE R/CITY ENGINEER R.C.E. NO. 45843 EXP 12-31-16 \ ERADICATE EXISTING STRIPING (TYP) \ \ \ • • • N. \ • •_\ BEGIN EXISTING CONDITIONS SCALE 1"=10' ERADICATE EXISTING STRIPING (TYP) BEGIN EXISTING CONDITIONS SCALE 1"=10' 64.25 F 64.33 FS (64.16 FS)1 o 64.08 FS - j -\-64.33 FS •4 FS ""-. (• 64.4o FS) .\ (• 64.45 FS) (64.45 FS) 7-44 (64.55 FS) 64.49 FS 64.58 FS 64.64 FS 64.62 F N(64.73 FS) 64.69 FS (64.76 FS) 64.81 F /. /- 2% MAX r CROSS SLOPE 64.84 FS (64.83 FS) (64.89 FS) 64.89 F 65.00 FS 65.07 65.14 FS 65.24 FS 65.38 65.87 TC 65.37 FS (65.30 FS) 65.69 FS 66.24TC FS (66.15 TC/FS) 65.85 TC FS 2% MAX ° CROSS SLOPE 6.19 TC FS (65.94 FS) (66.46 FS) REPAIR PLAN SCALE 1"=10' .44 FS/: (66.42 FS) (64.13 FS) / (64.38 FS) / X64.21 FS) 64.13 FS 64.28 FS .. 64.21 FS 64.51 F 4.34 FS 64.58 F 64.39 F 64.72 F 64.fi 64.52 FS (64.85 FS) (64.89 FS) (64.74 FS) 64.98 FS 64.88 F 65.10 F (65.21 FS) 65.04 FS (65.13 FS) 65.29 FS 65.75 TC 65.21 FS (65.66 FS) (65.71 FS) - 65 94 FS 65.97 FS (66.09 TC/FS) END 66.17 TC FS'. - 66.11 TC FS o0o°°0o�O0°opo°000?o0a:..��'y�r•''.," ': •: •.��e°°o o�o°o°o°o°o000°o° oooo°ooDooo°odd ?°Po°o°o°° (66.19 FS), °" 6624 FS (66.30 FS) 1 _` (66 30 FS) / I 4'°" - ^ I} '� 66.26 FS REPAIR PLAN SCALE 1"=10' GRAPHIC SCALE IN FEET 0 5 10 20 0 6W cr -J %, 0 0 I-- o G° �o M s STIPULATION FOR REUSE I CONSULTANTS o L z C V lO z U OQNO- re en cfi eAs ~ Q O}W T VOZ WQ 0 JrCUximi caT -`y tor0) in- toQ (ONUO I-- N Y DO � O 0Cs r GO 1�V E n Z TD W O La 1 - uv ERAL REMODEL V JOB NUMBER: 96541620 ISSUE BLOCK CHECKED BY: DRAWN BY: JG PROTO 208 SC PROTO CYCLE: 01/29/16 DOCUMENT DATE: 03/11/16 ADA IMPROVEMENTS 2 SHEET: C2.0 PCs-0 (b-0ot7RR ORIGINAL PRINTED ON RECYCLED PAPER 0 0 N 0 3 op Lezu) O o z N uj w 0 N O N � ▪ 0 ma w 0 0 J CA 111 DEMOLITION NOTES ❑1 REMOVE EXISTING ASPHALT. ❑2 REMOVE EXISTING FLUSH CONCRETE CURB, INCLUDING REBAR (IF ENCOUNTERED). El REMOVE EXISTING CONCRETE CURB, INCLUDING REBAR (IF ENCOUNTERED). E REMOVE EXISTING CONCRETE CURB AND GUTTER, INCLUDING REBAR (IF ENCOUNTERED). REMOVE EXISTING ADA RAMP. REMOVE EXISTING CONCRETE SIDEWALK, INCLUDING REBAR (IF ENCOUNTERED), AND BASE COURSE PROTECT EXISTING LANDSCAPING. PROTECT EXISTING CONCRETE CURB. L___J REMOVE EXISTING TRUNCATED DOMES. LEGEND 19 PROTECT EXISTING CONCRETE SIDEWALK. El PROTECT EXISTING ASPHALT PAVEMENT. CONSTRUCTION NOTES O2 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 14, SHEET C4.0. 0 O O 10 18 20 0 2.00% (2.00%) SITE PLAN N.T.S. PROPOSED 3/4" MILL AND OVERLAY TO PROPOSED GRADE PROPOSED CONCRETE PAVEMENT DEMOLITION AREA PROPOSED TRUNCATED DOMES ERADICATE STRIPING/SEAL COAT AREA PROPOSED ASPHALT PAVEMENT PROPOSED GRADE BREAK PROPOSED SLOPE EXISTING SLOPE INSTALL TRUNCATED DOMES IN CONCRETE PER DETAIL 4, SHEET C4.0. WIDTH TO BE 3.0' UNLESS OTHERWISE SPECIFIED IN PLANS. CONSTRUCT ASPHALT PAVEMENT PER DETAIL 3, SHEET C4.0. CONSTRUCT CONCRETE CURB PER DETAIL 7, SHEET C4.0. HEIGHT PER PLANS. INSTALL FLUSH CURB PER DETAIL 11, SHEET C4.0. STRIPE ADA PATH -OF -TRAVEL (BLUE 60', 36" SPACED) PER DETAIL 2, SHEET C4.0. STALL STRIPING TO MATCH EXISTING REGULAR PARKING STALLS CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL 1, SHEET C4.0. HEIGHT PER PLANS. PROPOSED PIPE BOLLARD PER DETAIL 9, SHEET C4.0. APPROVED BY: PUBLIC WORKS R C.E. NO. 45843 CITY OF LA QUINTA DA OR/CITY ENGINEER EXP. 12-31-16 ERADICATE EXISTING STRIPING (TYP) 66.07 TC FS EXISTING CONDITIONS SCALE 1"=10' 65.75 TC FS 65.43 TC FS 65.43 TC FS �0 ^ 01 neon Do oODOo000. 2% MAX CROSS SLOPE 65.47 FS C 65.77 TC 65.40 FS 66.61 TC 6 66.196C07 0 66.11 FS (6666..054 )) �� (5 FSTC) © _ - (66.23 FS) (65.91 FS) (66 78 TC) 66.23 FS END --� BEGIN ERADICATE EXISTING -fir -1 STRIPING (TYP) EXISTING CONDITIONS SCALE 1"=10' (65.43 TC) REPAIR PLAN SCALE 1"=10' REPAIR PLAN SCALE 1"=10' GRAPHIC SCALE IN FEET 0 5 10 20 I✓ f6-2.016 -oor7 STIPULATION FOR REUSE CONSULTANTS L o z 0 Li = ° g oQ�o_ orn1 ix z elee -o¢i 0-2-6 6 -oo (7 S PULATION FOR REUSE CONSULTANTS L REMODEL JOB NUMBER: 96541620 ISSUE BLOCK CHECK D BY: LAYOUT PER SWIPING DRAWN BY: 60© \ 208 SC PROTO CYCLE: P MG DOCUMENT DATE: LAYOUT PER DETAIL/SITE STRIPING PLAN P UNG 1 DETAIL/SITE PLAN APPROVED BY: CITY OF LA QUINTA /^] A11 -• ' ,.� �1 PUBLIC R.C.E. MOTHY R. ,NAS WORKS DIR LA0. 45843 N, P.E. DATE TOR/CITY ENGINEER EXP. 12-31-16 Q..�``` -�``` I.Ea THAN Slits. ER THAN Ea amNEn A�6.E L`\\\\`,���, (Pm 1WIc, SW, ETC.) �� \f�` (Pm XING. SW, ETc.) r �� POST WITH 901!(5 .yip/ HS?W 2aLESTUTU 9' (UNLESS STOP WI IS ODD) PAINTED NIEL ENOCAP - 60' POST MTx 9CN(s GLLVAMED NOTE. GALVANIZED NOIR SPINE 11/9: ME ANL ML WAIT 6 ME ME OF WARE MBE IW BW. fKIWIT n1E DOTICN G-1/IE nNIRFT F AND - Ga' LOYE9rp9(i19TN1 SIGN LOCATIONS - 60' PARKING �T-6" BE T�ALL R14" MATCH EXISTING R2" MATCH EXISTING TOP OF FINISHED - ' 6" BLUE STRIPE 2 COATS EYP. •, - i . PAVEMENT wz 4' SMT. tl SIGN LOCATIONS - 60' PARKING STEEL PIPE Plum W7 CaxwETE 9N1 RP ROUNDED RID PNN!W TRAFFIC YELLOW9£ SLOPE TW OF COMTE& o ' * DEM' AWAY TILE POSTTLAYOUT SLOPE 1M OF cGvanE w PER STRIPING OEfAR791E PUN 12 n -.. SEE ADA PATH -OF PLAN FOR WIDTH -TRAVEL STRIPING DETAIL PAVED SURFACE GROUND SURFACE 'fixkir EXTEND CURB 4" AGw2GA 7E BASE COURSE COMPACTED TO 95Z MAXIMUM 3 J P.SI P.0 �' urour PER DErut/s1E �' STRIPING PLAN r i BELOW AGGREGATE BASE DRY DENSITY BASED ON ASTM 01557-0] LEST METHOD - --- CONCRETE RASE EYWd✓EPlELw�c WHEN ADJACENT 12" SUB -GRADE COMPACIID TO 95Z MAXIMUM DRY TO LANDSCAPE p}YI JI 1 -: ■ 1IIIIIII'�I�I� Water" AREAS. DENSITY BASED ON ASTM 01557-07 TEST METHOD CURB AND GUTTER DETAIL - I• POST MIH 9GN(s LESSDMA W POST WITH 9CN(5 w (UNLESS USED) 12A scale: N.T.S. 2 O scale:N.T.S. 1 O 4-0• --� WO PLAITED EICCAP - 9P CURBED ISLAM - 99 TYPE B ASPHALTIC CONCRETE (MIN. 2 LIFTS) SIGN LOCATIONS - 90' PARKING O O O O O O O O O O O O O O O O O O O SIGN LOCATIONS - 90' PARKING SINGLE POST SINGLE POST NTS NOTES DEPARTMENT OF TRANSPOR7A TON, FEDERAL Kta NOTES: 1. ALL SIGNS SHALL COMPLY WIN U.S.LLS. HCIGHWAY "MANUAL N MS NAFFIC CONTROL DEVICES",LOCAL 7. ALL SIGNS SHALL COMPLY WITH U.5. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAYFFIC CONTROL "• LOCAL 5]10 ASISTRAROWS "MANUAL OF UNIFORM 0 ODES AND ASI SPECIFIED,. MOUNT SIGNS NS ACCORDANCE WA CODES ANDD SPECIFIED.. MOUNT SIGNS TO POST INACCORDANCEWITH ANGED �s r MANUFACTURER'S INSTRUCTIONS 2. GALVANIZED SQUARE TUBE MANUFACTURER'S INSTRUCTIONS a��-r PB 0 X11 4.0 .•'N- CLASS 2 AGGREGATE BASE Ohrtl t WA teen COMPACTED TO 95% RELATIVE COMPACTION (ASTM D1557) 2. GALVANIZED SOUARE TUBE 5/16- GR. 5 E Y I 1 t 2.35"/47/7/1/4" O O O O C. O ®LLAT 4 5 II / T/ / .� � SUBGRADE SOILS COMPACTED TO AS LEAST 95% RELATIVE POST TUBES - 2 x2 x3/16 129E POST TUBE SHALL MEET ASTM 470/1 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. POST LUBES - 2"x2'x3/16" 12ga POST TUBE SHALL MEET ASTM AIOI7 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2 -7/4"x2 -1/4"x3/16" 729E T 1 I �B 1 IA la () cR JND SURFACE 1.20" O O O O O O O v O O 0.45` ' ' --1.20" 2.35^� TRUNCATED _ DOME AT TOP 0.9" AT BASE PLAN +.2" HIGH HEAVY DUTY ANCHOR TUBE SHALL MEET AS1M A500 GRADE B. 12" MIN / /---/- �� r ��� �� \' �? %`� , � COMPACTION (ASTM D-1557) TO PROVIDE AT LEAST 12 INCHES OF COMPACTED MATERIAL BELOW THE AGGREGATE BASE. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. L PUN NEW PARTIAL ELEVATION THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". SQUARE TUBE BREAK AWAY POST SIGN MOUNTING AND BASE WITH BOLLARD (USE WHERE SIGN IS NOT WITHIN CURBED ISLAND) THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP NMN 3" MIN. 4" ABOVE FINISH GRADE. SIGN MOUNTING (USE WHERE MAX. EXPOSED t`- AND BASE WITHOUT BOLLARD SIGN IS WITHIN CURBED ISLAND) NOTE: TRUNCATED DOMES BY -NOTES: IN ACCORDANCE WITH SECTION 26 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. PREPARE SUBGRADE BY OVER -EXCAVATION TOO THE MINIMUM DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE AGGREGATE BASE OR TO A MINIMUM OF 12 INCHES BELOW PRECONSTRUCTION SITE GRADE OR TO AT LEAST 12 INCHES BELOW IMPROVEMENTS TO BE REMOVED, WHICHEVER IS GREATER. FOLLOWING OVER -EXCAVATION, THE EXPOSED SOILS AT THE BOTTOM SHOULD BE SCARIFIED TO A MINIMUM OF 8 INCHES, MOISTURE CONDITIONED TO BE THREE (3) PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED AS ENGINEERED FILL. 3. FOLLOWING STRIPPING, PREPARE SUBGRADE BY OVER -EXCAVATION TO A MINIMUM DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE AGGREGATE BASE, TO MINIMUM OF 24 INCHES BELOW PRECONSTRUCTION SITE GRADE, TO THE DEPTH TO REMOVE ALL FILL SOILS, AND TO AT LEAST 12 INCHES BELOW IMPROVEMENTS TO BE REMOVED, WHICHEVER 15 GREATER. FOLLOWING OVER -EXCAVATION, THE EXPOSED SOILS AT THE BOTTOM SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE CONDITIONED TO WITHIN OPTIMUM TO THREE (3) PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED AS ENGINEERED FILL. THE ZONE OVER OF OVER -EXCAVATION SHALL EXTEND 5 FEET ARMOR TILE, ADA -C -3645W CAST -IN-PLACE COLOR: YELLOW CONTACT: SERGIO LOPREIATO TRUNCATED • I DOME SECTION (562) 542-9934 NOTES: 1. CONTRACTOR TO REFERENCE MANUFACTURERS GUIDEUNES FOR INSTALLATION OF TRUNCATED DOMES. 2. THIS DETAIL TO BE USED WHERE LIMITED TO 3• DEEP. 3. TRUNCATEDDOMES DHALL BE CAST WET CEMENT UNLESS OTHERWISE HERWISE DIRECTED BY WALMART CONSTRUCTION MANAGER TRUNCATED DOMES DETAIL N.as. x.a5 SIGN MOUNTING AND BASE 0 BEYOND THE PERIMETER OF THE PAVEMENTS. ASPHALT PAVEMENT scale: N.T.S. O scale: N.T.S O scale: NT S. PMNTEO BLUE R$" I - B I R2" TOP OF 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE DETECTABLE WARNING PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL (SEE NOTE 2) LANDING REGULATIONS WHICHEVER ARE MORE STRINGENT 2. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL FULL WIDTH OF THE CURB RAMP AND 3' DEEP. GROOVED SURFACES �aO�f ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL 2 \ % �` h REQUIREMENTS WITH THE BUILDING DEPARTMENT. REFER TO TRUNCATED 4.4 -DOMES DETAIL AND REQUIREMENTS IN THE CALIFORNIA BUILDING CODE. qr 4; LANDING 3. DOUBLE RAMP CURB RAMPS SHALL HAVE A DETECTABLE WARNING LANDING / \` F \(.H \ ®\ EXTENDING 36•' DEEP ALONG THE RAMP WHEN THE CURB RAMP HAS A \� TRAVEL SURFACE ATA 0" CURB. REFER TO TRUNCATED DOMES 1,7.. DETAIL. \ it. I. 12 1 a •- "' 1" - ��%%///ra PIAVEMENT 6" EXTEND CURB 4" BELOW AGGREGATE BASE WHEN ADJACENT TO LANDSCAPE AREAS. \ \ ® 1: )0 %\ ,(( / \ ca qk 4' \\ ` DIAGONAL CURB RAMP MTh. q \ "Ilq 4. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC 4. SQ /\^ RIGHT- OF WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, JNO \ SHALL MEET OR EXCEED LOCAL REGULATIONS. 5. CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT .4 TEXTURE FROM THE SURROUNDING PAVEMENT. DETECTABLE WARNING 6. CURB RAMPS SHALL BE CONCRETE W H STRENGTH OF 3500 P51. (SEE NOTE 2) 7. INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW �>�IMI "y, ��� 10.50' 1WI��� ` \ IN-LINE CURB RAMP CURB RAMP AND THE EXISTING SIDEWALKS. B. WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. TRANSITION VALLEY GUTTER TO MEET 9. CO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. \•ADA REQUIREMENTS. BEGIN TRANSITION AGGREGATE BASE COURSE COMPACTED TO 95Z MAXIMUM 2% MAX CROSS SLOPE AND \ AS NECESSARY TO MAINTAIN FLOW 10. CROSS SLOPE Of THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. 5% MAX RUNNING SLOPE 11 TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN LINE THROUGH THE TRANSITION AREA. ACCESSIBLE ROUTE. / " DRY DENSITY BASED ON ASTM 01557-07 TEST METHOD I 12" SUB -GRADE COMPACTED N 95X MAXIMUM DRY FUMED ypIE ADA LOGO STRIPING DETAIL TRANSITION VALLEY GUTTER TO MEET 12 DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A ADA REQUIREMENTS. BEGIN TRANSITION 2% MAX CROSS SLOPE AND MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL /K 2%SIDEWALK SLOPE ADJACENT TO TOP OF HE RAMP. AS NECESSARY TO MAINTAIN FLOW LANDING 5% MAX RUNNING SLOPE LINE THROUGH THE TRANSITION AREA. 1 •1//. YNP� `� BUILDING WALL OR 6•X6" I CURB OR PLANTER 9v, H7yF 49 11.4M ql- DETECTABLE WARNING (SEE NOTE 2 AND 3) - '( 2% MAX CROSS SLOPE AND 7COMPACTEDD 5% MAX RUNNING SLOPE l 4 AYj TRANSITION VALLEY GUTTER TO MEET ` D,'I�-�P+� ACCESSIBLE RAMP DETAIL 12" RX" B" [--6" -I �( I DENSITY BASED ON ASTM D1557-07 TEST METHOD R2" TOP OF LOCATED AT EDGE OF PARKING SPACE (PER CBC SECTIJN 11298.4) "PARKING BY DISABLED (SEE ACCESSIBLE SIGN DPERMIT ETIAIL) LY "VAN" LETTERING WILL NOT BE PAINTED, ONLY USED FOR SEE PLAN FOR REFERENCE AND IDENTIFICATION INTERFACE OF ADDITIONAL "VAN" SIGNAGE PARKING/SIDEWALK44000. INREWIRED FOR STALLS WITH THIS DESIGNATION. : I 6. - FINISHED 8" PAVEMENT 16" s - Es. 1 • TO LANDSCAPEAGGREGATE ARHANE EXTEND CURB 4" BELOW ADJACENT I AGGREGATE BASE COURSE COMPACTED ID 955 MAXIMUM DRY DENSITY BASED ON ASTM 0155]-0] LEST METHOD 1DENSITY SUB -GRADE COMPACTED N 955 MAXIMUM DRY 12" CURB 8" DETAIL BASED ON ASIA( D7557-07 TEST METHOD ADA REQUIREMENTS. BEGIN TRANSITION 7y scale: N.T.S. O AS NECESSARY TOT MAINTAINN FLOW UNE THROUGH THE TRANSITION AREA. PARALLEL RAMP CURB RAMP LANDING 4" BWE STRIPE 2 COATS TYP _ 4 WHILE (EYP , ' ® VA 01A1118' scale: N.T.S. 0 FINISHED SIDEWALK BEHIND TOP OF CURB I� R/T" I 6"'I OF FTOP INISHED FINISHED PAVEMENT I RYA" 2% MMfr DI SLOPE ANY 15 CRON IN 1H5 AREA MEA ��� ell I� ' 1. 6• Sql. 1a SII PPE FILLED N/ CONE MI5 MOI TPM.LL AT NG ALL ACCESSIBLE PARKING SPACES PARKING f RT -R 2'-D' WRI TOP ROUNDED. Y D9-6 DSL -s ADA PARKING SYMBOL SEE DETNL 9 I ONLY �_ FINISORHED GRADE ._.'. (3) 6" QIEWA IS EWALLY SPACED PER AISLE INE WD(05 -NO PARKING' SHALL BE PNNIED ON IME GROUND MNIN EACH FIVE FOOT LOADMC AND UNIAACNG WHITE , ® friguR V 6" EXTEND CURB BELOW AGGREGATE BASE WHEN ADJACENT TO LANDSCAPE AREAS. THIS SIGN TYPICAL AT NL VAN ACCESSIBLE VAN `/�I/-44 X %/// ,PAVEMENT PARKING SPACES ACR598IE 1Y X G• ,/\ �`:! millo,. 116-1 (ON O. 3• COVER °• (WI6IIIE OI BWE) (WHITE BLUE) OVER FCOnnc NMIW W F G PENALTY SIGH Mnt WAt9NG PER CSC to �REw�RmTKWI PER LOCAL CODE FlHE E250 _ 1'Y. K 9 c - FILL POST w CONCRETE 7 NOTED m T 3500 P9 P.L. (GNOSIS MINIMUM , (Trp.) NOTES: 1. SIGNS MIL BE MOUNTED PER SIGN POST ACCESS AISLE. THIS NONCE SHALL BE PAINTED IN LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATE, 50 THAT IT I5 W99LE TO TRAFFIC ENFORCEMENT OFFICALS. ACCESSIBLE PARKING -STRIPING DETAIL 2 AGGREGATE BASE COURSE COMPACTED N 95Z MAXIMUM DRY DENSITY BASED ON ASTM 01557-07 TEST METHOD 1. 9GNS MLL BE MOUNTED PER 9W POST DETAIL SPECIFIED IN PLANS SIMM NOTE T +��� `� �' DETAIL SPECIFIED IN PLANS 2 SIGNS SHALL CONFORM MTH THE MOST CURRENT cwFDWNA MUTCD STANDARDS I 12" SUB -GRADE COMPACTED ID 95X MAXIMUM DRY I 1-P" �(-- FLUSH B" CURB DENSITY BASED INH ASTM 07557-07 TEST METHOD ACCESSIBLE PARKING SIGN 10 ALL PIPES 9uLL BE COVERED %IN YELLOW at IDEAL SHIELD (DECORATIVE PIPE BOLLARD -c COMP) DETAIL ACCESSIBLE ROUTE SIGN scale: N.T.S. scale. N.T.S. scale: N.T.S. O scale: N.T.S. O scale: N.T.S. NOTES "UNAUTHORIZED" VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES [ssuEo FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: OR BY TELEPHONING: TEACH LOT ENTRANCE 1. "POSTED AT EA ENTRANCE TO 17X22" SIGN OFF-STREET PARKING WITH VERBAGE FACILITIES" AS INDICATED 2. LETTERS AND SYMBOLS SHALL BE PORCELAIN ENAMEL PAINT 3. sµc s SFIALL BE 19" cA. MIN. (BLUE) CONTRACTOR TO 4. SIGNS WILL BE MOUNTED PER FILL W/ SIGH POST DETAIL SPECIFIED IN APPROPRIATE PLANS LOCATION & 5. SIGNS SHALL CONFORM WITH TELEPHONE NO. THE MOST CURRENT CALIFORNIA FROM AHJ MUTCD STANDARDS ASA PERMANENT NOELS: 1. REFERENCE EACH VESTIBULE CW THF SITE PLAN FOR FINAL LAYOUT,SURFACE, DIMENSIONS AND AGN LOCATION. _ TITAN u.EW PAnNWG 3500 PSI CONCRETE PAVEMENT R-1/2" HAROSCAPE FINISHED WHERE NOW: SEE SITE Pun ,� .6- APPLICABLE IF RERAN IS FOUND TO 6E PRESENT MORN I a - , " _� . • ; ", > - . Io •\11 - •- ' . - _ `�\"'\ 1 �\ISI\I' ��� LANDSCAPE FINISHED GRADE EnsnxG NAROscarc mvmamo 15 ro INFORM CbISTRUCnCN MANAGER AND (rc z• CONMRDNFM"`t�iETORHT IM'ILApFaP0Y0TO "1 L9CEN,V1( pFn NEW(TTP) ME BELLOOWWSPE- Cnram9S yJl MAX. 1/4" (TTP) 2 TRANS*,** LINE OF CROSSWALX _ . -� P•� NDN LLAplc EPA OF SHALL BE LOCATED AT END OF PARKING STALL. WAITS (1F ADA I .;P;;; .,, (SLC THIS SLUE ONLY) -.._ 1 CROSSWALK OR W FROM EWE O' ME ISLE Rou>E DR s' BE'YONo oFsn6utE DOORS. TRANSVERSE LINE (FOP 4 = - I 1 2" BELOW CONC WALK ac �.-�+-~ EACH ware S'Aaxa, 1RAFFlC THORNS RICHT ID LEFT PER 4 THIS DETAIL) CANT END INA tl_ :. I ';: - Nr pL"t"'-'-1 ,- ---- - =---' -�+-~+- NICHED SURFACE. WHERE - 1- �~� APPLICABLE �. ea �aea �aea . - X M.4 WWF A- Y. (TYP) 3500 p9 CONCRETE 9DEWAIX INSET a I 11 •B- PARKING AISLE ON THE PARKING LOT SEE INSET PFD-9XC DOH LCCA NON 9*R SIDE OF THE FRONT UMW. LEADING WGf aF CROSSWALK Lvms "B" 3 SEE INSET FOR SAN LOCATION. BEFORE DRIVE AISLE \�1�\�'\�'V'\�'\"\"\�'\"\"\�\- �' REINFORCEMENT Q�Q" ✓i0✓�iO AGGREGATE BASE COURSE COMPACTED TO 95% NOTES: MAXIMUM DRY DENSITY BASED ON _• • iv /SII4444.4.-÷#41#4n.") ASTM �I�,./�pI I`/-, /'/ et/I 01557-07 TEST METHOD 1. ALL TREAD SURFACES SHALL BE SLIP -RESISTANT. _ I (MAX)..- Ax 6 STRIPES - - z GL - -\v\«'*��W��W��'�W\�t - 2. INSTALL CONSTRUCTION JOINTS WHERE NEW CONCRETE MEETS - 24 - PART OF THE SIGN FOR REFERENCE ONLY. APPROVE ALL ANW/ LOCAL BUILDING NG AGEAGENCYCYM UscGNAUTHORIZED VEHICLE PARKING SIGN e - 9w - ` SUBGRADE COMPACTED TO 95X MAXIMUM EXISTING CONCRETE. DRY DENSITY BASED ON ASTM 3. INSTALL ONE CONSTRUCTION JOINT IN EACH DIRECTION IN THE D1557-07 TEST METHOD MIDDLE OF EACH NEW CONCRETE SECTION. 4. CONCRETE TO BE PER CITY STANDARD 200 OR WALMART STANDARD SPECIFICATION, WHICHEVER IS MORE STRINGENT. CONCRETE WALK SECTION NOTESPELP-MNOice__..__ SICK SNAIL BE L WAm91G 9012 WIT -2 ILmm OM A FLUORESCENT SePEDESTRIAN M ACCORDANCE MTN (EP) &1116-711 (BOTTOM) YELLOW -GREEN CROSSING" ME LATEST MUMS EDITION._ WIN A MAO( BACKGROUND SIGN (PASHWA) -NOW W W diWALKI EDGE OFgS ___.._.., VESTIBULE STRIPING " 4 i3 s N.T.S. ON)SSWALK CENTERED ON BODARD MCH 0-2-6 6 -oo (7 S PULATION FOR REUSE CONSULTANTS L REMODEL JOB NUMBER: 96541620 ISSUE BLOCK CHECK D BY: DRAWN BY: JG PROTO: 208 SC PROTO CYCLE: 01/29/16 DOCUMENT DATE: 03/11/16 DETAIL SHEET SHEET: C4.0 BRR ORIGINAL PRINTED ON RECYCLED PAPER (I