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2011-05 Dune Palms Bridge - Plans & DrawingsMHMHMHAHEA D AHEA D SIGNAL SIGN A L STOPSTOPSTOPMHMHMHMHMHMHMHMHMHMHMHMHMH2 4 1 3 31 28 30 OFFICE 85 61 86 60 37 36 MHBIKELANEBIKELANEBIKELANEMH12+00 13+00 14+0011+00 15+00 16+0010+00 24+00 25+00 26+00 34+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 35+00 36+0023+0018+00 21+0019+00 22+0020+0017+00 CVSCWSWS WSM VNOPARKINGPR O J E C T AVE 48JEFFERSON STLa Quinta SI T EWASHINGTON STMILES AVE HWY 111 INDIO BLVDFRED WARING DR Indian Wells Indio DUNE PALMS DRADAMS STDUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN LOCATED IN A PORTION OF THE N.E. 1/4 OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. FEDERAL AID PROJECT #BRNBIL(537) VICINITY MAP N.T.S. 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 PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA DESIGN & DEVELOPMENT 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 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, UNLESS OTHERWISE APPROVED BY THE CITY: MONDAY THROUGH FRIDAY 8:00 AM TO 5:30 PM 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 9:00AM AND AFTER 3:00PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF 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 REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON-POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 13.THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 14.CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREET & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. 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, 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 (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): 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-1H" 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. 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. PAVING NOTES: SCALE: 1"=100' LOCATION MAP EARTHWORK QUANTITIES - RAW FILL (CY)CUT (CY) RAW - STREET 830 6,074 THE ABOVE MENTIONED EARTHWORK QUANTITIES ARE BASED ON RAW CUT AND FILL VOLUMES. CONTRACTOR IS RESPONSIBLE TO VERIFY THEIR OWN EARTHWORK QUANTITIES. THE ABOVE EARTHWORK QUANTITIES WERE DERIVED FROM TOPOGRAPHY OBTAINED FROM AN AERIAL FLIGHT ON 4/26/10 SUPPLEMENTED WITH CONVENTIONAL GROUND SURVEY IN COMPLIANCE WITH THE NATIONAL MAP STANDARDS FOR HORIZONTAL ACCURACY OF 1"=40' AND VERTICAL ACCURACY OF ± 1 2 CONTOUR INTERVAL (1.0' CONTOUR). CVSC R/W LA QUINTA PROJECT #2011-05 DUNE PALMS ROAD BRIDGE IMP - CIP #2011-051 TITLE SHEET DESCRIPTIONSHEET INDEX OF SHEETS 1 TITLE SHEET 2-3 TYPICAL SECTIONS, DETAILS & CONSTRUCTION NOTES 4-6 REMOVAL AND EX. UTILITY PLAN 7-9 STREET IMPROVEMENT PLAN 10 STAGING AREA SITE PLAN 11-12 CONSTRUCTION BYPASS 13 SIGNING AND STRIPING PLAN 14 STORM DRAIN PLAN 15 RETAINING WALL PLAN 16 RETAINING WALL & FENCING DETAILS 17-19 CONCRETE LINING PLANS 20-21 CONCRETE LINING DETAILS 22 CONCRETE LINING CROSS SECTIONS 23 CHANNEL GRADING PLAN 24 BRIDGE LIGHTING PLAN 25 UTILITY TRENCHING / CONDUIT PLAN 26 CV LINK SECONDARY TRAIL PLAN 27-30 CV LINK TRAIL DETAILS 31-35 CV LINK BRIDGE SOFFIT PANEL DETAILS B1-B26 BRIDGE PLANS L1-L11 LANDSCAPE & IRRIGATION PLAN PLANS UNDER SEPARATE COVERS 1-2 CVWD DOMESTIC WATER RELOCATION PLAN 1-3 CVWD SEWER RELOCATION PLAN 1-5 IID CONDUIT PLAN 1 IID SHOO FLY PLAN THIS PLAN PACKAGE CONTAINS 77 PLAN SHEETS. **COUNT DOES NOT INCLUDE THE IID PLANS.** LEGEND (100.50) W E CATV T G 101.50FINISHED ELEVATION EXISTING ELEVATION CENTERLINE EXIST. GAS LINE (SCG) LINE (IID) EXIST. TV LINE (TIME WARNER) EXIST. TELEPHONE LINE (VERIZON) PROPERTY LINE PROP. BLOCK WALL EXIST. WATER LINE (CVWD) RIGHT-OF-WAY (R/W) EXIST. ELECTRICAL OVERHEAD REMOVE AC PAVEMENT OR STRUCTURE EXIST. STORM DRAIN (CVWD) EXIST. FIBER OPTIC (VERIZON) OH SD SAWCUT FO EXIST. SEWER (CVWD) S P POTHOLE UTILITY INFORMATION EASEMENT LINE CONST 4.5" AC OVER 6" CLASS II AB E LINE (IID) EXIST. ELECTRICAL UNDERGROUND CONSTRUCT TYPE II SLURRY SEAL FINISHED SURFACE...........FS GRADE BREAK..................GB TOP OF CURB..................TC PROPERTY LINE.................⅊ RIGHT OF WAY..............R/W EDGE OF PAVEMENT.........EP FINISHED GRADE...............FG SANITARY SEWER.............SS EXISTING...........................EX CURB & GUTTER .........C&G ASPHALT CONCRETE........AC CONCRETE....................CONC DRIVEWAY.......................DWY WATER METER..................WM WATER VALVE..................WV POWER POLE....................PP DOMESTIC WATER............DW LOCAL DEPRESSION..........LD CATCH BASIN...................CB PROPOSED....................PROP MANHOLE..........................MH FIBER OPTIC.....................FO TOP AC BERM..................TB P LA QUINTA HIGH SCHOOL BLACKHAWK WAY 06/2021 CHANNEL BOTTOM EARTHWORK INCLUDES THE REMOVAL OF THE EMBANKMENT FOR THE LOW WATER CROSSING. HOWEVER, IT DOES NOT INCLUDE REMOVAL OF THE BYPASS ROAD NOR GRADING FOR SLOPE PROTECTION. WESTWARD HO DR CITY OF LA QUINTA, CALIFORNIA DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 360 S HOPE AVENUE SUITE C-110 SANTA BARBARA, CA 93105 PHONE: 805.563.0788 CVWD GENERAL STORMWATER AND OTHER CONSTRUCTION NOTES, SEE SHEET 3 HIGHWAY 111 HIGHWAY 111 CORPORATE CENTER DR DUNE PALMS ROAD CVSC R/W CVSC R/W CVSC R/W TO POTENTIAL CONTRACTOR STAGING AREA VIA PARKING LOT BEGIN PROJECT BASE BID #2 STA. 10+82.0 24902-24903 26054-26055 CVWD REFERENCE DRAWINGS 18" SEWER 8" & 12" SEWER DWG NO.PLAN DESCRIPTION LOCATION S. OF CHANNEL, EAST SIDE NORTH OF CHANNEL 20752-20753 15" SEWER N. OF CHANNEL & W. OF DPRd C/L 600-030-018 600-010-009 CVSC RIGHT OF WAY INFORMATION APN DOCUMENT #LOCATION WEST & EAST OF DUNE PALMS RD 26050 8" SEWER CORPORATE CENTRE DRIVE 22349 15" SEWER EAST OF C/L, DUNE PALMS RD. 12502 18" WATER EAST OF C/L, DUNE PALMS RD. 23146 18" WATER CHANNEL XING, W. OF C/L 26047 18" WATER CORPORATE CENTRE DRIVE MVP-203-204 54" RECLAIMED MAIN NORTH OF CHANNEL C/L 39069-39072 SLOPE PROTECTION N. OF CHANNEL, W. OF DPRd 19514-19520 N. OF CHANNEL, E. OF DPRd 25854 S. OF CHANNEL, W. OF DPRd 35788 S. OF CHANNEL, E. OF DPRd SLOPE PROTECTION SLOPE PROTECTION SLOPE PROTECTION FINAL ORDER OF CONDEMNATION BK 691, PG 223 S.CHANNEL C/L, E.OF DUNE PALMS RD SEWER EASEMENT, INSTRUMENT #2006-224094, RECD 3/29/06 FRONTIER COMMUNICATIONS 909-748-6676 UTILITIES COMPANIES IID, IMPERIAL IRRIGATION DISTRICT CARLOS PUENTE 950-453-5089 SOUTHERN CALIFORNIA GAS CO. ROMAN HERNANDEZ 760-904-5448 SPECTRUM 760-398-5837 DANIELLE SAMANIEGO PETER QUINTANA TYLER HULL 760-398-2651 COACHELLA VALLEY WATER DISTRICT SHEET 7 SHEET 8 SHEET 9 SCALE: 1" = 100' DUNE PALMS MOBILE ESTATES KINGDOM HALL OFJEHOVAH'S WITNESSES LA QUINTA HOUSING AUTHORITY J PAUL BUILDING DWGC1, LLC USA GASOLINE RAW - CHANNEL BOTTOM 3,200 3,200 760-864-1580 LARRY MOORE IID SHOO FLY IID SHOO FLY END BASE BID #2 BEG BASE BID #1 STA. 16+50.0 END BASE BID #1 BEG BASE BID #2 STA. 25+62.0 END PROJECT & BASE BID #2 STA. 36+05.0 06/23/2021 R/W DUNE PALMS TYPICAL SECTION STATION 27+00.00 TO 28+00.00 ℄ 53'44' 6'6' 1 1 1 C&G 2' WALK 40' R/W 1 32' 42 AC PVT AC PVT 40' 2% 16 6' 4 44 20 2 19 7' 30' 17 2 19 R/W ℄ 60-50' 7.5' 1 1 1 C&G WALK 42 AC PVT 48-36' 2% 5.5' 37' 16 1C&G 49' R/W 1 AC PVT 42 VAR VAR DUNE PALMS TYPICAL SECTION STATION 11+01.05 - 12+99.00 R/W ℄ 50-45' 7.5' 1 1 1 C&G WALK 42 AC PVT 38-32' VAR DUNE PALMS TYPICAL SECTION STATION 12+99.00 - 15+75.00 49' R/W 22' 43 VAR 7-2.6' VAR 8-12.4' 5.5' 37' 2% 16 2 29 15 42 1 AC PVT VAR 2-3% 42 R/W ℄ 45-44' 7.5' 16 17 42 32' 2% DUNE PALMS TYPICAL SECTION STATION 15+75.00 - 17+49.90 49' R/W 5.5' 37' 2% 16 29 42 15 2% 15 2% TCE SE 3:1 MAX 0-19.3' 10-24.5 5.5- 6.5' 6.5' 6.5' R/W ℄ 44' 7.5' 16 17 42 32' 2% 53' R/W 5.5' 37-39.67' 2% 16 29 42 15 2% 15 2% TCE SE 3:1 MAX 15.3-23.2' 20.4-28.4' 10.5-6.5' 4.5' DUNE PALMS TYPICAL SECTION STATION 17+49.90 - 17+85.00 R/W ℄ 44' 7.5' 16 17 42 32' 2% 53' R/W 5.5' 37-39.67' 2% 16 17 42 15 2% 15 2% TCE SE 3:1 MAX 23.2-29.6' 28.4-34.3' 6.5' 4.5' DUNE PALMS TYPICAL SECTION STATION 17+85.00 - 18+23.77 (LT) 18+47.05 (RT) ℄ 6'31'31'6'9.67' 1'4.83'3.83' 2% 2% DUNE PALMS TYPICAL SECTION STATION (LT) 18+23.77 - 23+66.86 (RT) 18+47.05 - 23+90.14 NOTES: 1. SEE BRIDGE PLANS FOR BRIDGE DETAILS. 2. THE "DP" LINE IS THE CENTER OF THE BRIDGE. (1) (1) SEE CHART FOR ADDITIONAL MEDIAN CURB DETAILS. R/W ℄ 44' 7.5' 16 17 42 32' 2% 53' R/W 5.5' 39.67-40' 2% 16 17 42 15 2% 15 2% TCE 75' 6.5' 4.5' DUNE PALMS TYPICAL SECTION STATION 23+66.86 - 23+76.86 (RT ONLY) (1) SEE CHART FOR ADDITIONAL MEDIAN CURB DETAILS. (2) SEE SHEET 15 FOR RETAINING WALL DETAILS. (3) PROVIDE SWALE BETWEEN WALL AND RIGHT OF WAY. 19 19 20 44 1'VAR (1) 31'31' 25 (2) R/W ℄ 44' 7.5' 16 17 42 32' 2% 53' R/W 5.5' 39.67-40' 2% 16 17 42 15 2% 15 2% TCE 75-5' 6.5' 4.5' DUNE PALMS TYPICAL SECTION STATION 23+76.86 (RT) - 27+00.00 23+90.14 (LT) - 27+00.00 19 19 20 44 VAR (1) 31'31' 25 (2) 26 VAR (1) "DP"LINE= BRIDGE C/L 81 81(3)(3) 42 47 47 EX.WALL 43 VAR 0-7.9' VAR 15.9-8.0' 2-3% 2 15 42 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 2 TYPICAL SECTIONS & CONSTRUCTION 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. THE FOLLOWING ARE THE MINIMUM COMPACTION REQUIREMENTS FOR ITEMS CONSTRUCTED IN THE PUBLIC RIGHT OF WAY: A.TRENCH BACKFILL 90% B.EMBANKMENT FILL 90% C.TOP 12" OF SUBGRADE (NON-ROADWAY)90% D.TOP 12" OF SUBGRADE (ROADWAY, C&G, DRIVE APPROACH)95% E.AGGREGATE BASE 95% 3.ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND REPLACED PER THE SIGNING AND STRIPING PLANS. ALL REGULATORY SIGNS SHALL REMAIN IN PLACE AND/OR A TEMPORARY SIGN PLACED UNTIL THE PERMANENT SIGN IS INSTALLED. STREET GRADING NOTES: NOTES: (1) QUANTITY PROVIDED FOR INFORMATION ONLY. ITEMS OF WORK PER THE SPECIFICATIONS ARE INCIDENTAL TO OTHER CONSTRUCTION ITEMS LISTED IN THE BID SCHEDULE. (2) SEE SEPARATE PLAN FOR INFORMATION AND QUANTITIES. (3)QUANTITY EXCLUDES THE PORTION OF MEDIAN PAVING, MEDIAN CURB AND SIDEWALK BETWEEN THE BRIDGE APPROACH PANELS (C/L STA 1836.66 - 23+89.74). (4)DRIVEWAY APPROACH QUANTITY INCLUDES THE GUTTER, CURB, DRIVEWAY, AND SIDEWALK BETWEEN THE CURB TRANSITIONS AND FROM THE LIP OF GUTTER TO THE END OF THE DRIVEWAY CONSTRUCTION. (5)QUANTITY NOTED IS FOR LENGTH OF SLEEVE PER CROSSING, NOT TOTAL REQUIRED CONDUIT LENGTH. QUANTITIES LISTED HEREON ARE PROVIDED FOR CONTRACTOR INFORMATION. THE BID ITEMS LISTED IN THE PROJECT BID PACKAGE UNDER THE BID SCHEDULE WILL GOVERN IN THE CASE OF A DISCREPANCY IN THE ABOVE LISTED QUANTITIES. UNITS QUANTITY ---- CONSTRUCTION NOTES 1 PROTECT IN PLACE 2 SAWCUT AC OR CONCRETE SURFACE 3 SAWCUT CONC. SLOPE PROTECTION 4 REMOVE AC/CONCRETE PAVEMENT/SURFACE 5 REMOVE CURB RAMP INCLUDING C&G, WALK & X-GUTTER 6 REMOVE CURB & GUTTER 7 REMOVE AC BERM 8 REMOVE SHORT BLOCK (BRICK) WALL/PILASTER w/ LIGHT 9 REMOVE FENCE (WOOD) 10 REMOVE TREES/SHRUBS 11 REMOVE CONC SLOPE PROTECTION TO NEAREST CONTROL JOINT 12 REMOVE SD OUTLET STRUCTURE 13 REMOVE SD OUTLET GRATE 14 REMOVE CHANNEL ACCESS GATE 15 CONSTRUCT 4.5" AC OVER 6" AB CLASS II 16 CONSTRUCT SIDEWALK PER COLQ STD. 200, 240 & 241 17 CONSTRUCT 6" CURB & GUTTER PER COLQ STD. 200 & 201 18 CONSTRUCT DRIVEWAY APPROACH PER COLQ STD. 200 & 221 19 CONSTRUCT 8" MEDIAN CURB PER RCTD STD 204 20 CONSTRUCT COLORED STAMPED CONC MEDIAN PER COLQ STD 720 21 CONSTRUCT & REMOVE BYPASS ROAD 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 23 CONSTRUCT CONC. TRAIL UNDERCROSSING PER DETAIL ON SHEET 21 24 CONSTRUCT CROSS GUTTER PER COLQ STD 230 & 231 25 CONSTRUCT RETAINING WALL (TYPE 1A) PER CALTRANS STD PLAN B3-3A 26 CONSTRUCT 6' (TALL) GARDEN WALL, PER SPPWC STD 601-4, TYPE 1, DBL REIN. 27 MASONRY WALL PILASTER PER COLQ BUILDING DEPT DETAIL 28 CONSTRUCT CURB RAMP CASE A PER COLQ STD. 250 29 CONSTRUCT 6" ASPHALT DIKE PER COLQ STD. 204 30 CONSTRUCT LOCAL DEPRESSION PER RCTD STD 311, CASE C (SUMP) 31 CONSTRUCT CATCH BASIN PER COLQ STD. 200 & 300 32 RECONSTRUCT TO GRADE, STORM DRAIN MANHOLE FRAME & COVER, w/ CONC. COLLAR 33 CONSTRUCT MH NO. 2 PER RCFC&WCD STD MH252 34 CONSTRUCT COMBO CB/DRYWELL SYSTEM "A" PER DETAIL ON SHEET 3 35 CONSTRUCT 18" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 36 CONSTRUCT 24" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 37 CONSTRUCT 42" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 38 CONSTRUCT CONC COLLAR PER RCFC&WCD STD M803 39 CONSTRUCT 6" CONCRETE TRAIL OVER 4" CL II AGG. BASE 40 18" HDPE, N-12 WT JT SD PIPE 41 24" HDPE, N-12 WT JT SD PIPE 42 CRACK SEAL & APPLY TYPE II SLURRY SEAL 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 3 44 SUITABLE BACKFILL MATERIAL TO +/- 4" OF TOP OF MEDIAN CURB 45 CONNECT TO EX CONC SLOPE PROTECTION PANEL PER DETAIL "F" ON SHEET 20 46 METAL GATE ASSEMBLY PER DETAIL ON SHEET 16 47 METAL FENCING (RETAINING WALL) PER DETAIL ON SHEET 16 48 12" ARTIUM GRATE PER DETAIL ON SHEET 16 49 6" PVC (SCHEDULE 40) STORM DRAIN PIPE 50 INSTALL 2 - 4" PVC CONDUIT SLEEVES PER IRRIGATION PLAN 51 TEMPORARY CONCRETE BARRIER (TYPE K) 52 CHAIN LINK FENCE PER SPPWC STD 600-3 w/ DUST FABRIC (STAGING AREA) 53 24' WIDE VEHICLE GATE ASSEMBLY w/LOCK PER SPPWC STD 600-3 54 CRUSHED MISC. BASE (THICKNESS PER PLAN) 55 TEMPORARY FENCING (HIGH VISIBILITY) 56 METAL RAILING (ON RETAINING WALL @ TRAIL) PER DETAILS ON SHEET 16 57 CONSTRUCT 8" CONC. OVER 6" CMB 58 UTILITY TRENCHING 59 3" SCH 40 PVC, IID CONDUIT 60 4" SCH 40 PVC, IID CONDUIT 61 5" SCH 40 PVC, IID CONDUIT 62 6" SCH 40 PVC, IID CONDUIT 63 LARGE VAULT (6'x9.5') PER IID STANDARD 64 3" SCH 40 PVC, w/ PULL ROPE (CV LINK) 65 CONSTRUCT PR. DOM. WATER MANIFOLD & CONNECT TO EX PIPE PER DETAIL ON SHEET 3 66 REMOVE COMMUNICATIONS MH/VAULT 67 REMOVE RCP STORM DRAIN PIPE 68 2" SHC 40 PVC, CITY COMM. CONDUIT 69 PULL BOX NO. 3.5 (PCC) PER SWPPP STD 405-1 70 REMOVE LANDSCAPING (J PAUL BLDG FRONTAGE, ESMT AREA) 71 CLEAR BUILDING PAD AREA 72 RELOCATE SEWER APPURTENANCE PER SEWER PLAN 73 CONSTRUCT IRR. STUB / SLOPE PROTECTION CONNECTION PER DETAIL "H" ON SHEET 20 74 ADJUST TO GRADE, WATER VALVE CAN & COVER PER WATER PLAN 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER PER SEWER PLAN 76 RELOCATE WATER MAIN PER WATER PLAN 77 REMOVE SEWER MAIN PER SEWER PLAN 78 REMOVE/ABANDON SEWER MH PER SEWER PLAN 79 RECONSTRUCT SEWER MH PER SEWER PLAN 80 ADJUST TO GRADE, SD MANHOLE FRAME & COVER, w/ CONC. MH COLLAR 81 4" THICK DECOMPOSED GRANITE LF LF SF SF LF LF LF LF LS SF EA EA EA SF SF LF SF LF SF LS SF SF SF SF LF EA EA LF EA EA LF (1) (1) (1) (1) (1) (1) (1) (1) EA EA EA EA EA EA SF LF SF SF CY LS EA LF EA LF LF LF LF LF EA SF LF LF SF LF LF LF LF EA EA LF EA EA LF LF EA SF LS -- EA 2,380 151 86,201 524 839 190 1 25,600 2 2 1 41,860 9,382 796 -- 2,490 1 1,829 7 2 487 4 3 7 1 1 1 1 1 3,360 105 1 2 1 1 1 (2) (1) (1) (1) (1) MEDIAN CURB TABLE WEST CURB LINE STATION 18+23.20 17+71.03 24+00.00 25+00.00 29+28.45 ℄ OFFSET 4.77' RT 1.0' LT 1.0' LT 2.0' LT 2.0' LT NOTES AP AP END EAST CURB LINE STATION 18+23.20 23+66.67 24+44.73 25+06.33 25+64.34 ℄ OFFSET 8.67' RT 9.45' RT 4.73' RT 0.0' RT NOTES AP, BC PRC EC BEGIN, BC BEGIN EC 29+25.97 8.0' RT BEGIN 29+25.97 10.0' RT BEGIN 29+35.36 8.0' RT BC 29+79.24 BC 29+61.88 1.15' LT PRC 29+81.71 9.15' RT PRC 29+64.34 2.0' LT EC 30+08.23 0.0' RT EC 30+17.62 2.0' LT END 30+17.62 0.0' RT END 30+15.14 9.0' RT BEGIN, AP 30+15.14 BEGIN 30+28.62 8.0' RT AP 31+45.53 BC 31+45.53 8.0' RT BC 32+05.15 5.0' RT PRC 32+04.82 3.03' RT PRC 32+64.78 0.0' RT EC 32+64.78 2.0' LT EC 35+94.16 0.0' RT END 35+94.16 2.0' LT END 8.67' RT AP 29+14.97 0.0' RT AP 29+27.49 1.0' LT END -- -- -- -- 10.0' RT 10.0' RT 10.0' RT -- -- 1 -- -- -- -- EA (1) (2) (2) (2) (2) (1) (1) (1) (1) (1) 11/2020 SF 2,370 110 1,123 2,800 82.010 10,734 1,215 360 3 9,585 58 232 135,680 438 1 5 44 3,360 397 1 30,425 700 274 1,132 100 520 725 1 1 53 2,042 10 3,450 (2) (2) (2) (2) (2) (2) (2) 5,130 (1) (1) -- -- (3) (1) (1) (3) 900 4,000 30 (4) (5) 730 18 1,588 180 1 1 LF 2 82 83 84 85 86 87 88 METAL RAILING (TRAIL UNDERCROSSING) PER DETAILS ON SHEET 29-30 EA SF LF LS LS EA INSTALL CITY FURNISHED IN PAVEMENT SOLAR GUIDE LIGHT PER DETAILS ON SHEET 28 THERMOPLASTIC BANDING (UNDERCROSSING) PER DETAILS ON SHEET 27 6" SOLID WHITE STRIPE (PAINT) (TRAIL) PAINT BRIDGE SOFFIT & EXTERIOR GIRDER w/ STREET NAME PER DETAILS ON SHEET 28 F&I SOFFIT PANELS w/ ELECTRICAL CONNECTIONS PER DETAILS ON SHEETS 30-34 (1) CONSTRUCT CURB RAMP CASE B TYPE1 PER SPPWC STD 111-5 CONSTRUCTION NOTES CONT. 189EAMETER PEDESTAL PER COLQ STD 730 190EATRANSFORMER PAD (SINGLE PHASE) PER IID STD 28891LFCONSTRUCT WEDGE CURB PER DETAIL ON SHEET 26 06/23/2021 (3) (2) (2) 18"18"560-C-4500 CONCRETE COLLAR FIBER MESH 18" CONCRETE MH COLLAR (STORM DRAIN) NOT TO SCALE80 NOTES: 1.FINISHED CONCRETE COLLAR TO BE 3/8" BELOW FINISHED PAVEMENT OR GRADE. 2.COMPACT SUBGRADE UNDER CONCRETE COLLAR TO MIN 95% RELATIVE COMPACTION. AC PAVEMENT REMOVE & REPLACE EX STORM DRAIN FRAME, COVER & LID COLD PLANE & OVERLAY DETAIL (LONGITUDINAL) NOT TO SCALE43 NOTE: 1.AC OVERLAY OF COLD PLANE AREA SHALL BE COMPLETED AT THE TIME OF FINAL PAVEMENT LIFT OF THE ADJACENT WIDENED SECTION. 15 0.1' PER PLAN SAWCUT LINE COLD PLANE & OVERALY AC PAVT 1AC PVT SIDEWALK MEANDER DETAIL NOT TO SCALE R/W 6'7' SIDEWALK MASONRY BLOCK WALL SHALL B E S I N G L E S I D E D S P L I T FACE (SMOOTH SIDE AWAY FROM THE STRE E T ) , T A N COLOR (AS APPROVED BY THE CITY) & G R O U T C E L L S CONTAINING REINFORCEMENT. LL=25 PS F . PILASTERS SHALL BE CONSTRUCTED P E R T H E C I T Y O F LA QUINTA COMMUNITY DEVELO P M E N T D E P A R T M E N T MASONRY PILASTER STANDARD. 6' PLACE FACE OF WALL ON RIGHT OF WAY LINE MASONRY GARDEN WALL DETAIL NOT TO SCALE26 AC PAVEMENT13.53.510452520ESTIMATED TOTAL DEPTH WITH 10' PENETRATION INTO PERMEABLE SOILSSETTLING CHAMBER DEPTHCLCL PRIMARY SETTLING CHAMBEROVERFLOW HEIGHTINTAKEINLETHEIGHTOUTLETPIPEINVERT24"Ø 6"Ø''''''CHAMBER SEPARATION10' ITEM NUMBERS 1.MANHOLE CONE - MODIFIED FLAT BOTTOM. 2.CONCRETE SLURRY BACKFILL - CONCRETE CLASS 100-E-100. 3.BOLTED RING & GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION ±0.02' OF PLANS. 4.PAVEMENT REPAIR PER CONTRACTOR NOTE #2. 5.DELETED 6.PUREFLOTM DEBRIS SHIELD (OR APPROVED EQUAL) - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANTI-SIPHON AND INTERNAL .265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPOXY COATED. 7.PRE-CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. 8.MIN. 6' Ø DRILLED SHAFT. 9.SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPOXY COATED. 10.OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. 11.DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI-A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 12.BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE SLURRY. 13.ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/8" AND 1-1/2" TO BEST COMPLEMENT SOIL CONDITIONS. 14.FLOFASTTM DRAINAGE SCREEN (OR APPROVED EQUAL) - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 96" OVERALL LENGTH WITH TRI-B COUPLER. 15.MIN. 4' Ø SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. PLACE GEOTEXTILE FABRIC ALONG THE VERTICAL EDGES OF THE SHAFT TO SEPARATE NATIVE FROM ROCK. 16.CATCH BASIN (MOD. W/ NO BOTTOM) - INSTALL CATCH BASIN PER LA QUINTA STD. 300, 311, 315 & 300. CATCH BASIN SHALL BE INSTALLED OVER PRIMARY CHAMBER OF DRYWELL. 17.ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. 18.CONNECTOR PIPE - 8" Ø SCH. 40 PVC . 19.VENTED ANTI-SIPHON INTAKE WITH FLOW REGULATOR. 20.INTAKE SCREEN - SCH. 40 PVC 0.120" MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 48" OVERALL LENGTH WITH TRI-C END CAP. 21.FREEBOARD DEPTH - 4.0' MIN. INCREASE PRIMARY/ SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. 22.OUTLET PIPE - 24" RCP PIPE. 23.DELETED 24.INLET PIPE - PIPE SIZE PER PLAN.MAX DEPTH2'2'COMBINATION CATCH BASIN / DRYWELL SYSTEM "A" MODIFIED MAXWELL PLUS OR APPROVED EQUAL NOT TO SCALE 34 ## 16 21 24 17 2 4 18 3 21 1 17 6 8 10 9 7 13 12 11 22 7 12 8 20 13 15 14 13 19 BEGIN MEANDER 24+92.8 27+62.8 5.5' L=9.56' R=10.5' L=12.93' END CURVE 25+29.6 28+00.0 JOIN EX. END MEANDER 25+21.7 27+92.0BACK OF CURB IID STRUCTURE R=10.5' L=12.93' R=10' L=7.51' R=16' L=12.02' L=9.56' BEGIN CURVE 24+84.5 27+55.0 16 17 LIP OF GUTTER FACE OF CURB COLD PLANE & OVERLAY DETAIL (PERPENDICULAR) NOT TO SCALE43 NOTE: 1.AC OVERLAY OF COLD PLANE AREA SHALL BE COMPLETED AT THE TIME OF FINAL PAVEMENT LIFT OF THE ADJACENT WIDENED SECTION. 15 0.1' 10' SAWCUT LINE COLD PLANE & OVERALY AC PAVT 1AC PVT DRIVEWAY DETAIL - C/L STA 25+39.8 RT NOT TO SCALE DRIVEWAY DETAIL - C/L STA 26+07.4 RT NOT TO SCALE 16 17 16 17 27 26 27 26 BACK OF CURB LIP OF GUTTERFACE OF CURB 63 . 6 7 F L 63 . 7 5 L I P 63 . 7 9 F L 63 . 8 7 L I P BACK OF WALK 63.85 FS GB 64.05 FS GB 63.93 FS GB 63.97 FS GB2.0%19' 21.3' 64.45 FS AP 64.25 FS AP (64.71 FS) JOIN EX. (65.03 FS) JOIN EX. EX.EOP EX.EOP R/W 10'4.6%5.8%18 END DWY PAY LIMITS 18 R/W 17 LIP OF GUTTERFACE OF CURB 17 16 27 26 16 BACK OF CURB BACK OF WALK 26 272.0%21' 64 . 2 5 F L 64 . 3 3 L I P 64 . 5 2 F L 64 . 6 0 L I P 64.43 FS GB 64.51 FS GB 64.92 FS AP 64.78 FS GB 64.70 FS GB 65.24 FS AP (65.96 FS) JOIN EX. (66.41 FS) JOIN EX.5.8%6.5%21.4' EX.EOP EX.EOP 18' MEDIAN CROSSING DETAIL NOT TO SCALE 16 20 20 20 BACK OF CURB FACE OF CURB 19 19 BEG TRANS. 2" TO 8" CF 23+67.00 END TRANS. 2" TO 8" CF 23+70.00 END TRANS. 8" TO 2" CF 23+44.00 BEG TRANS. 8" TO 2" CF 23+41.00 BEG TRANS. 8" TO 2" CF 23+38.00 BEG TRANS. 2" TO 8" CF 23+64.00 END TRANS. 8" TO 2" CF 23+41.00 END TRANS. 2" TO 8" CF 23+67.00 20 2"CF 2"CF SECTION A-A 2" CURB FACE DETAIL NOT TO SCALE 13" 2" R 3/4" GARDEN WALL NOTE: DRIVEWAY DETAIL - C/L STA 26+07.4 RT NOT TO SCALEDRIVEWAY DETAIL - C/L STA 23+67.8 LT NOT TO SCALE 18 18 18 64.67 FS GB 64.81 FS GB BRIDGE BARRIER RETAINING WALL RETAINING WALL FACE OF 8" CURB 64.49 FL 64.57 LIP 64.35 FL 64.43 LIP 64.59 FS GB 64.73 FS GB 64.46 FS 2. 0 %0.5%64.30 FS GB 0.5%64.30 FS GB 64.22 FS GB 2. 0 % 2. 0 %1.7%57 57 54 11 . 5 % END PAY LIMITS DRIVEWAY 18 54 18 BRIDGE BARRIER RETAINING WALL 18 . 4 ' 64.42 FL 64.50 LIP 64.52 FL 64.60 LIP 64.67 FS GB 64.77 FS GB 64.75 FS GB 64.85 FS GB 64.75 FS GB 1. 0 % 64.85 FS GB 0. 6 %0.5%BACK OF WALK BACK OF WALK 16 . 8 '32.4'20'END PAY LIMITS DRIVEWAY 19.2' 21.1' 8. 1 ' END DWY PAY LIMITS 4"(TYP) SUITABLE NATIVE BACKFILL 90% COMPACTION PLACED IN 6" LIFTS 3/4" (MAX) CRUSHED AGGREGATE 95% COMPACTION PLACED IN 6" LIFTS PIPE BEDDING, 95% COMPACTION, UNLESS ONSITE GEOTECHNICAL ENGINEER DETERMINES OTHERWISE MIN WIDTHPIPEO.D.4"MIN18"HDPE = 39" PIPE CENTERED IN TRENCH PAVED OR UNPAVED SURFACE NOTES: 1.THE NATIVE SOIL MATERIAL MAY BE USED IN THE TRENCH BACKFILL PROVIDED IT IS FREE FROM UNSUITABLE MATERIAL INCLUDING MATERIAL THAT CANNOT BE STABILIZED BY COMPACTION, MATERIAL GREATER THEN 6" IN SIZE, VEGETATION, TRASH, CONSTRUCTION DEBRIS, HIGHLY EXPANSIVE CLAYS, HIGHLY ORGANIC SOILS AND CONTAMINATED SOILS. THE FINE SILT AND CLAY MATERIALS MAY BE USED PROVIDED THEIR MOISTURE CONTENT CAN BE CONTAINED WITHIN THE RANGE THAT ALLOWS FOR THEIR PROPER COMPACTION. THE NATIVE SOIL SHALL BE PLACED IN 6" LIFTS (LOOSE) AND COMPACTED TO AT LEAST 90% COMPACTION PER ASTM D1557. COMPACTION SHALL BE VERIFIED BY TESTING. IF NATIVE SOIL IS DEEMED NOT SUITABLE, USE BACKFILL PER SSPWC SECTIONS 200-1.2 AND 306-1.3. 2.THE SELECT MATERIAL SHALL BE FINE GRAINED NON-ORGANIC MATERIALS FREE OF DEBRIS, ROCKS AND STONES. HDPE SD PIPE TRENCH DETAIL NOT TO SCALE4140 24"HDPE = 48" 8"THICK 4"(TYP) 9.67' R=10' L=7.51' R=16' L=12.02' BRIDGE DECK 18 2.0%2.0%GRADE BREAK LEGEND NOTE: SEE CITY OF LA QUINTA STD. 221 FOR ADDITIONAL DETIALS NOTE: SEE CITY OF LA QUINTA STD. 221 FOR ADDITIONAL DETIALS2.0%2.0%2.0%2.0%2.0%2.0%DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 3 CONSTRUCTION NOTES & DETAILS C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE 06/2021 1.UNLESS NOTED OTHERWISE, THE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING STANDARD SPECIFICATIONS: ·STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC OR GREEN BOOK). 2.THE CONTRACTOR SHALL POSSESS A VALID CLASS A STATE OF CALIFORNIA CONTRACTORS LICENSE. 3.CONTRACTOR SHALL CONTACT CVWD’S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. 4.CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDED QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. 5.ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD’S REGULATIONS. 6.CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. 7.IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. 8.WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. 9.CONTRACTOR MUST SECURE A CONSTRUCTION ENCROACHMENT PERMIT FROM CVWD PRIOR TO COMMENCEMENT OF WORK. 10.THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS WITHIN CVWD RIGHT-OF-WAY PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCY IN THE PLANS OR SITE CONDITIONS SO THAT PROPER CLARIFICATIONS CAN BE MADE BEFORE CONSTRUCTION BEGINS. 11.THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. 12.CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION. 13.PRIOR TO APPROVAL OF A PERMANENT ENCROACHMENT PERMIT FOR OUTLETS DISCHARGING INTO CVWD FACILITIES, THE PERMITTEE SHALL PROVIDE A LETTER FROM THE LAND USE AUTHORITY FOR THE PROJECT CERTIFYING THAT THE PROJECT HAS BEEN REVIEWED AND DETERMINED TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT AND WASTE DISCHARGE REQUIREMENTS FOR THE DISCHARGE OF STORMWATER IN THE WHITEWATER RIVER WATERSHED, WHICH IS KNOWN AS THE MS4 PERMIT. THIS CERTIFICATION APPLIES TO REQUIREMENTS INCLUDED IN THE DRAINAGE AREA MANAGEMENT PLAN, STORM WATER MANAGEMENT PLAN, STORM WATER POLLUTION PREVENTION PLAN AND WATER QUALITY MANAGEMENT PLAN DESCRIBED IN THE MS4 PERMIT AND APPLICABLE TO THE PROJECT AT THE TIME OF THE APPLICATION. CVWD REQUIRES THE PERMITTEE TO IMPLEMENT CONTROL MEASURES TO THE MAXIMUM EXTENT PRACTICABLE TO PREVENT THE DISCHARGE OF NON-STORMWATER GENERATED RUNOFF INTO THE CHANNEL. THE PERMITTEE SHALL REPAIR AND MAINTAIN THE OUTLET STRUCTURE AND THE CHANNEL TO MITIGATE ANY CONDITION OF NUISANCE AND/OR DAMAGE TO THE OUTLET STRUCTURE AND THE CHANNEL CAUSED BY THE PERMITTE’S DISCHARGE OF NON-STORMWATER AS DETERMINED BY CVWD. THIS MAINTENANCE AND REPAIR SHALL INCLUDE, BUT NOT BE LIMITED TO OUTLET CONCRETE REPAIRS, CHANNEL BOTTOM SCOUR REPAIR, SLOPE PROTECTION REPAIR, VEGETATION CLEARING, PONDED/NUISANCE WATER REMOVAL, ETC. FAILURE TO COMPLY WITH THESE CONDITIONS OF APPROVAL MAY RESULT IN CVWD REVOKING THE PERMANENT ENCROACHMENT PERMIT ASSOCIATED WITH THE OUTLET AND REMOVAL OR SEALING OF THE OUTLET. COACHELLA VALLEY WATER DISTRICT GENERAL NOTES FOR STORMWATER FACILITIES: 06/23/2021 WWWWRWRWRWRWRWRWRWRWRWRWRWS S S S S S S S S S SSSSSSSSSSSW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WGASGASGASGASGASGASGASGASGASGASGASGASGASGASE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EEE E E E E EEEEEEEEEEEE EEE E E ATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVSSSSSSDFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F MHAHEA D AHEA D SIGN A L SIG N A L STOPSTOPSTOPMHPLACED ON CHANNEL R/W END 50' EAST OF EX SLOPE PROTECTION 7 BEG 13+00.0 R/W R/W R/W R/W R/W TCE4 AC 1 C&G 1WALK 55 PLACED ON TCE 55 2 1 AC 43 43 7 12 1 1 1 SIGN 2 29' 22' 49'S.EMTCVSCAPN 600-390 - 0 3 3 J PAUL BUILDIN G APN 600-030 - 0 1 8 DWGC1, LLC APN 600-390-02 3 COMMERCIA L B L D G S APN 600-390-0 1 0 USA GASOLIN E APN 600-010 - 0 0 9 CVWD 1 4AC CV S C R / W 12+00 13+00 14+0011+00 15+0010+00 R/W R/W END 17+47.0 7 BEG 15+75.0 5 6 5 4 X-GUTTER 6 4 4 AC WALK 43END 15+75.0 4 CONC. 2 2 59' 82.5' 53' 4CONC. 5 APN 600-010-00 9 CVWD 16+00 18+00 21+0019+00 22+0020+0017+00 1 1 11 70 70 S.EMTS.EMT11 11 ℄ ℄ CVSC C/L CVSC C/L CVSC18"SD 67 13 LIGHT CURB LIGHT LIGHT 43 SHEET 17 FOR FULL REMOVAL LIMITS 1 WALL CVSC R/W TCE WWWWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWS S S S S S S S S S SSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EEE E E E E EEEEEEEEEEEEEE EEE E E CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVSSSSSSDFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F MHAHEA D AHEA D SIGN A L SIG N A L STOPSTOPSTOPMH4 IID PP & OVHD LINE 4 IID PP & OVHD LINE 4 IID PP & OVHD LINE 1 SWR MH 1 18"WM 1 112"SWR 1 8"SWR 154"RW R/W R/W R/W R/W R/W TCE29' 22' 49'S.EMTCVSCAPN 600-390-0 3 3 J PAUL BU I L D I N G APN 600-030-01 8 DWGC1, LLC APN 600-39 0 - 0 2 3 COMMERCIAL B L D G S APN 600-3 9 0 - 0 1 0 USA GASOLINE APN 600-010-0 0 9 CVWD CV S C R / W 12+00 13+00 14+0011+00 15+0010+00 75 74 X3 79 2 76 76 8"SWR 1 8"SWR 1 8"SWR 76 2 IID OVHD LINE R/W R/W 59' 82.5' 53' APN 600-01 0 - 0 0 9 CVWD 16+00 18+00 21+0019+00 22+0020+0017+00 3 FRONTIER 1 FRONTIER 1 GAS CO 1 SPECTRUM 1 FRONTIER 1 SPECTRUM 1 IID (UND) 1 IID (TRANS) S.EMTS.EMT1 18"WM ℄ ℄ CVSC C/L CVSC C/L CVSCVACANT CONDUIT 4IID PP CVWD A/V ASSMBLY CVSC R/W IID INTERIM SHOO FLY TCE 5 IID PP 5 IID INTERIM SHOO FLY 5 5 IID PP DUNE PALMS ROAD SCALE: 1"=40' 04020 40 80 120 SCALE: 1"=40' 1 UTILITY NOTE INDEX PROTECT IN PLACE 2 RELOCATE BY UTILITY COMPANY CORPORATE CENTRE DR 3 ADJUST TO GRADE BY UTILITY COMPANY 4 REMOVED BY UTILITY COMPANY DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 4REMOVAL & EX. UTILITY SHEET 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. THE FOLLOWING ARE THE MINIMUM COMPACTION REQUIREMENTS FOR ITEMS CONSTRUCTED IN THE PUBLIC RIGHT OF WAY: A.TRENCH BACKFILL 90% B.EMBANKMENT FILL 90% C.TOP 12" OF SUBGRADE (NON-ROADWAY)90% D.TOP 12" OF SUBGRADE (ROADWAY, C&G, DRIVE APPROACH)95% E.AGGREGATE BASE 95% 3.ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND REPLACED PER THE SIGNING AND STRIPING PLANS. ALL REGULATORY SIGNS SHALL REMAIN IN PLACE AND/OR A TEMPORARY SIGN PLACED UNTIL THE PERMANENT SIGN IS INSTALLED. STREET GRADING NOTES: STREET REMOVALS DUNE PALMS ROAD EX. UTILITY PLAN HIGHWAY 111 HIGHWAY 111 CORPORATE CENTRE DR HIGHWAY 111 HIGHWAY 111 SCALE: 1"=40'MATCHLINE 22+25.00 - SEE SHEET 5MATCHLINE 22+25.00 - SEE SHEET 5CONSTRUCTION NOTES 1 PROTECT IN PLACE 2 SAWCUT AC OR CONCRETE SURFACE 3 SAWCUT CONC. SLOPE PROTECTION 4 REMOVE AC/CONCRETE PAVEMENT/SURFACE 5 REMOVE CURB RAMP INCLUDING C&G, WALK & X-GUTTER 6 REMOVE CURB & GUTTER 7 REMOVE AC BERM 11 REMOVE CONC SLOPE PROTECTION TO NEAREST CONTROL JOINT 12 REMOVE SD OUTLET STRUCTURE 13 REMOVE SD OUTLET GRATE 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 3 55 TEMPORARY FENCING (HIGH VISIBILITY) 67 REMOVE RCP STORM DRAIN PIPE 70 REMOVE LANDSCAPING (J PAUL BLDG FRONTAGE, ESMT AREA) 74 ADJUST TO GRADE, WATER VALVE CAN & COVER PER WATER PLAN 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER PER SEWER PLAN 76 RELOCATE WATER MAIN PER WATER PLAN 79 RECONSTRUCT SEWER MH PER SEWER PLAN 06/2021 FOR ALL SIGNING AND STRIPING REMOVALS SEE SHEET 13 FOR DETAILS. REMOVAL NOTE LEGEND REMOVE AC PAVEMENT SAWCUT 2 POTHOLE UTILITY INFORMATIONP 0.10' COLD PLANE AC PAVEMENT 43 REMOVE CONCRETE 4 4 5 6 11 THE FOLLOWING NOTES THE RECORD THICKNESS OF PAVEMENT AND SLOPE PROTECTION. ·ROADWAY SOUTH OF CHANNEL IS 4.5" AC OVER 6" AB ·CONCRETE LOW WATER XING IS 6" CONC. w/ #4 REINF. 18" O.C. BOTH DIRECTIONS AS IS THE SCOUR PROTECTION UP AND DOWNSTREAM SIDE OF ROAD. SLOPE PROTECTION EXTENDS APPROX.10' DEEP AT A 1:1 SLOPE. ·CONCRETE SLOPE PROTECTION UPSTREAM OF ROAD XING IS 6" THICK WITH #4 REINF. @ 18" O.C. BOTH DIRECTIONS. REMOVAL THICKNESS NOTES: CONTRACTOR IS RESPONSIBLE TO MAINTAIN PROPER DRAINAGE WITHIN THE CONSTRUCTION ZONE FOR BOTH THE ROADWAY AND CHANNEL, FOR THE DURATION OF THE PROJECT. DRAINAGE NOTE CONTRACTOR IS RESPONSIBLE FOR THE REGULAR REMOVAL OF ALL BLOW SAND ON PAVEMENT AND PEDESTRIAN SURFACES FOR THE DURATION OF THE PROJECT, TO THE SATISFACTION OF THE CITY. BLOW SAND REMOVAL 5 INSTALLED & REMOVED BY UTILITY COMPANY 06/23/2021 SSSS S S S S S SSSS S S S S S S S SWWWM WM WWM WM WM WM WM WEOHEOHEOHEOHS S S S S S S SSSSSSSSSSSSSSSSSRWRWRWRWRWRWRWRWRWRWW W W W W W WWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS SDSDSDSDSDSDGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGAS E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EEEEEE E E E E E E E E E E E E E E E E EEEEEEEECATVCATVCATVCATVCATVT T T T T T TPP PP O FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOWWE E FO FO FOFOFO FO FO MMMMMMMME E E E E E EEEE E E E E E E E E E E E E FO FO FO FO FO FO FO FO EWWWWS S S S S SSSSSMHMHMHMHMHMHMH2 1 3 31 30 OFFICE BIKELANEMHCVSCAPN 600-01 0 - 0 0 9 LA QUINTA HO U S I N G A U T H O R I T Y APN 600-030 - 0 2 1 & 0 0 4 1 1 R/W APN 600-030-01 9 KINGDOM HAL L O F JEHOVAH'S W I T N E S S 1 APN 600-010 - 0 0 4 LA QUINTA H I G H S C H O O L APN 600-03 0 - 0 1 0 DUNE PALM S M O B I L E E S T A T E S 1 24"SD 13 CVWD APN 600-010- 0 0 9 CVWD AC PVT 1 1 1 FENCE FENCE 1 1 24' TCE 5' 4 6 END 27+00.0 BL.WALL1 8 CV S C R / W R/W 42" SD WALK 1 R/W 43 1 1 42"SD R/W R/W R/W 4CONC. 4AC 2 4AC 4AC 2 2 2 2 2 4AC 2 2 22' 4 AC 4 30' 1 C&G 4 WALK 1 C&G 1 WALK 1 WALK 11WALK WALK WALK C&G1 C&G1 C&G 53' 63' 30' 38' 30' 30' 30' 30' 44' TCE AC 2 2 AC 1AC 1AC 1AC 10 10 10 10 53' 44' 7 7 7 7 14 8 44' SD MH 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0023+00 11 11 6 6 11 80 BL.WALL1 MOBILE HOME TCE AC HOUSE TCE 21'TOPOTENTIALSTAGINGAREA43 SHEET 17 FOR FULL REMOVAL LIMITS 67 42",L=6' 66 65 FENCE CV S C R / W 75' 7 12 71 71 71 71 9 9 10 10 4 R/W R/W 67L=13'SSSSSSSSSSS S S S S S SSSSSSSSSSS S S S S S S S SWWWM WM WWM WM WM WM WM WEOHEOHEOHEOHS S S S S S S SSSSSSSSSSSSSSSSSRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWW W W W W W WWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS SDSDSDSDSDSDSDSDSDGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGAS E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH EEEEEE E E E E E E E E E E E E E E EEE E EEEEEEEEECATVCATVCATVCATVCATVT T T T T T TPP PP O FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOWWE E FO FO FOFOFO FO FO MMMMMMMME E E E E E EEEE E E E E E E E E E E E E FO FO FO FO FO FO FO FO EWWWWS S S S S SSSSSMHMHMHMHMHMHMH2 1 3 31 30 OFFICE BIKELANEMHCVSCAPN 600-010-009 LA QUINTA H O U S I N G A U T H O R I T Y APN 600-030 - 0 2 1 & 0 0 4 1 1 WM X2 1 1 WM X5 FRONTIER MH R/W 1 IID TRANFORMER APN 600-030- 0 1 9 KINGDOM HA L L O F JEHOVAH'S WITN E S S APN 600-0 1 0 - 0 0 4 LA QUINTA H I G H S C H O O L APN 600-030-010 DUNE PALMS MO B I L E E S T A T E S 78 78 1 54"RW 118"SWR 118"SWR 1 12"SWR CVWD APN 600-010 - 0 0 9 CVWD FRONTIER CONDUIT 24' TCE 5' CV S C R / W R/W 1 1 1 12" SEWER 1 1 1 1 1 1 12"SEWER FRONTIER R/W 79 2 1 1 1 74 SEWER MH 18"WATER 1 HYDRANT 24" SD WATER VAULT 1 IID VAULT 1 FRONTIER 75 79 74 X3 R/W R/W 78 79 76 76 2 IID OVHD LINE 3" GAS R/W 22' 30' 53' 63' 30' 38' 30' 30' 30' 30' 44' TCE 53' 44' SD MH 44' WV 18" WATER 3" GAS 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0023+00 TCE CVWD A/V ASSMBLY IID PP & OVHD LINE IID PP & OVHD LINE TCE 21'TOPOTENTIALSTAGINGAREA2 FRONTIER 2-2"FRT D=2.17' 2-2"SPC D=2.83' 1"GAS D=3.50' 4 IID PP & OVHD LINE 1 IID VAULT 1 FRONT. PB CV S C R / W 5 5 IID PP IID INTERIM SHOO FLY 75' 5 IID PP 2 SPECTRUM 66 2 R/W R/W 4 72 4 P DUNE PALMS ROAD SCALE: 1"=40' 04020 40 80 120 SCALE: 1"=40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 5REMOVAL & EX. UTILITY SHEET 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. THE FOLLOWING ARE THE MINIMUM COMPACTION REQUIREMENTS FOR ITEMS CONSTRUCTED IN THE PUBLIC RIGHT OF WAY: A.TRENCH BACKFILL 90% B.EMBANKMENT FILL 90% C.TOP 12" OF SUBGRADE (NON-ROADWAY)90% D.TOP 12" OF SUBGRADE (ROADWAY, C&G, DRIVE APPROACH)95% E.AGGREGATE BASE 95% 3.ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND REPLACED PER THE SIGNING AND STRIPING PLANS. ALL REGULATORY SIGNS SHALL REMAIN IN PLACE AND/OR A TEMPORARY SIGN PLACED UNTIL THE PERMANENT SIGN IS INSTALLED. STREET GRADING NOTES: STREET REMOVALS DUNE PALMS ROAD SCALE: 1"=40' EX. UTILITY PLAN MATCHLINE 33+75.00 - SEE SHEET 6MATCHLINE 33+75.00 - SEE SHEET 6MATCHLINE 22+25.00 - SEE SHEET 4MATCHLINE 22+25.00 - SEE SHEET 41 UTILITY NOTE INDEX PROTECT IN PLACE 2 RELOCATE BY UTILITY COMPANY 3 ADJUST TO GRADE BY UTILITY COMPANY 4 REMOVED BY UTILITY COMPANY CONSTRUCTION NOTES 1 PROTECT IN PLACE 2 SAWCUT AC OR CONCRETE SURFACE 4 REMOVE AC/CONCRETE PAVEMENT/SURFACE 5 REMOVE CURB RAMP INCLUDING C&G, WALK & X-GUTTER 6 REMOVE CURB & GUTTER 7 REMOVE AC BERM 8 REMOVE SHORT BLOCK (BRICK) WALL/PILASTER w/ LIGHT 9 REMOVE FENCE (WOOD) 10 REMOVE TREES/SHRUBS 11 REMOVE CONC SLOPE PROTECTION TO NEAREST CONTROL JOINT 12 REMOVE SD OUTLET STRUCTURE 13 REMOVE SD OUTLET GRATE 14 REMOVE CHANNEL ACCESS GATE 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 3 65 CONSTRUCT PR. DOM. WATER MANIFOLD & CONNECT TO EX PIPE PER DETAIL ON SHEET 3 66 REMOVE COMMUNICATIONS MH/VAULT 67 REMOVE RCP STORM DRAIN PIPE 71 CLEAR BUILDING PAD AREA 72 RELOCATE SEWER APPURTENANCE PER SEWER PLAN 74 ADJUST TO GRADE, WATER VALVE CAN & COVER PER WATER PLAN 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER PER SEWER PLAN 76 RELOCATE WATER MAIN PER WATER PLAN 78 REMOVE/ABANDON SEWER MH PER SEWER PLAN 79 RECONSTRUCT SEWER MH PER SEWER PLAN 80 ADJUST TO GRADE, SD MANHOLE FRAME & COVER, w/ CONC. MH COLLAR 06/2021 1.FOR ALL SIGNING AND STRIPING REMOVALS SEE SHEET 13 FOR DETAILS. 2.SEE THE SPECIFICATIONS FOR DETAILS ON PAD CLEARING REQUIREMENTS, PER CONSTRUCTION NOTE #71. 3.UNLESS OTHERWISE NOTED ON THE PLAN, ALL ITEMS WITHIN THE TCE AREA SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF SITE IN ACCORDANCE WITH THE SPECIFICATIONS. REMOVAL NOTES: LEGEND REMOVE AC PAVEMENT SAWCUT 2 POTHOLE UTILITY INFORMATIONP 0.10' COLD PLANE AC PAVEMENT 43 REMOVE CONCRETE 4 4 5 6 11 PAD CLEARING 71 THE FOLLOWING NOTES THE RECORD THICKNESS OF PAVEMENT AND SLOPE PROTECTION. ·ROADWAY NORTH OF CHANNEL IS 4" AC OVER 12" AB ·CONCRETE LOW WATER XING IS 6" CONC. w/ #4 REINF. 18" O.C. BOTH DIRECTIONS AS IS THE SCOUR PROTECTION UP AND DOWNSTREAM SIDE OF ROAD. SLOPE PROTECTION EXTENDS APPROX.10' DEEP AT A 1:1 SLOPE. ·CONCRETE SLOPE PROTECTION UPSTREAM OF ROAD XING IS 6" THICK w/ #4 REINF. @ 18" O.C. BOTH DIRECTIONS. ·CONCRETE SLOPE PROTECTION DOWNSTREAM OF ROAD XING IS 6" THICK w/ 4X4X4WX4W WELDED WIRE FABRIC. REMOVAL THICKNESS NOTES: CONTRACTOR IS RESPONSIBLE TO MAINTAIN PROPER DRAINAGE WITHIN THE CONSTRUCTION ZONE FOR BOTH THE ROADWAY AND CHANNEL, FOR THE DURATION OF THE PROJECT. DRAINAGE NOTE CONTRACTOR IS RESPONSIBLE FOR THE REGULAR REMOVAL OF ALL BLOW SAND ON PAVEMENT AND PEDESTRIAN SURFACES FOR THE DURATION OF THE PROJECT, TO THE SATISFACTION OF THE CITY. BLOW SAND REMOVAL 5 INSTALLED & REMOVED BY UTILITY COMPANY 06/23/2021 WWSSSSSW W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SDSDGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCATVCATVCATVCATVWWWWWWWWWWWWWWWWWWWWWWWWWS S S S S S SSSSSSSFO FO FO FO FO FO FO FO FOFO FO FOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFO FO FO MME E E E E E E E ES S S S S S SE E E MHMHMHMHMHMHBIKELANEBIKELANEN 2,203,651.4088E 6,553,312.1498TS CONTROLLER LOCAL DEPRESION CATCH BASIN & 1 1 APN 600-030-02 0 1 1 R/W SIGNAL POLE SIGNAL POLE APN 600-01 0 - 0 0 4 LA QUINTA HIG H S C H O O L C&G1 1 WALK LA QUINTA H O U S I N G A U T H O R I T Y R/W 1 24" SD 1 1 SIGNAL POLE 1 4AC 2 2 1 C&G 1 63' 50' 30' 44' WALK 1AC 1AC SD MH 34+00 35+00 36+00 1 18" SD 1 TS METER TS CONDUIT WWSSSSSW W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASG CATVCATVCATVCATVWWWWWWWWWWWWWWWWWS S S S S S SSSSSSSFO FO FO FO FO FO FO FO FOFO FO FOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFO FO FO MME E E E E E E E ES S S S S S SE E E MHMHMHMHMHMHBIKELANEBIKELANEN 2,203,651.4088E 6,553,312.1498APN 600-03 0 - 0 2 0 R/W SIGNAL POLE SIGNAL POLE APN 600-010-0 0 4 LA QUINTA H I G H S C H O O L LA QUINTA HO U S I N G A U T H O R I T Y 1 SEWER MH 1 1 WV X4 GV R/W 1 SEWER MH 1 1 SIGNAL POLE 1 63' 50' 30' 44' 34+00 35+00 36+00 1 18" WATER 1 12" SEWER 1 3" GAS DUNE PALMS ROAD SCALE: 1"=40' 04020 40 80 120 SCALE: 1"=40' WESTWARD HO DRIVE BLACKHAWK WAY DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 6REMOVAL & EX. UTILITY SHEET 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. THE FOLLOWING ARE THE MINIMUM COMPACTION REQUIREMENTS FOR ITEMS CONSTRUCTED IN THE PUBLIC RIGHT OF WAY: A.TRENCH BACKFILL 90% B.EMBANKMENT FILL 90% C.TOP 12" OF SUBGRADE (NON-ROADWAY)90% D.TOP 12" OF SUBGRADE (ROADWAY, C&G, DRIVE APPROACH)95% E.AGGREGATE BASE 95% 3.ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND REPLACED PER THE SIGNING AND STRIPING PLANS. ALL REGULATORY SIGNS SHALL REMAIN IN PLACE AND/OR A TEMPORARY SIGN PLACED UNTIL THE PERMANENT SIGN IS INSTALLED. STREET GRADING NOTES: STREET REMOVALS DUNE PALMS ROAD SCALE: 1"=40' WESTWARD HO DRIVE BLACKHAWK WAY EX. UTILITY PLANMATCHLINE 33+75.00 - SEE SHEET 5MATCHLINE 33+75.00 - SEE SHEET 51 UTILITY NOTE INDEX PROTECT IN PLACE 2 RELOCATE BY UTILITY COMPANY 3 ADJUST TO GRADE BY UTILITY COMPANY 4 REMOVE BY UTILITY COMPANY LEGEND REMOVE AC PAVEMENT SAWCUT 2 4 CONSTRUCTION NOTES 1 PROTECT IN PLACE 2 SAWCUT AC OR CONCRETE SURFACE 4 REMOVE AC/CONCRETE PAVEMENT/SURFACE 06/2021 FOR ALL SIGNING AND STRIPING REMOVALS SEE SHEET 13 FOR DETAILS. REMOVAL NOTE THE FOLLOWING NOTES THE RECORD THICKNESS OF PAVEMENT. ·ROADWAY NORTH OF CHANNEL IS 4" AC OVER 12" AB REMOVAL THICKNESS NOTES: CONTRACTOR IS RESPONSIBLE TO MAINTAIN PROPER DRAINAGE WITHIN THE CONSTRUCTION ZONE FOR BOTH THE ROADWAY AND CHANNEL, FOR THE DURATION OF THE PROJECT. DRAINAGE NOTE CONTRACTOR IS RESPONSIBLE FOR THE REGULAR REMOVAL OF ALL BLOW SAND ON PAVEMENT AND PEDESTRIAN SURFACES FOR THE DURATION OF THE PROJECT, TO THE SATISFACTION OF THE CITY. BLOW SAND REMOVAL 06/23/2021 WWS S S S S S S S S S SSSSSSW W W W W W W W W W W W W W W W W W W W W W W W W W WGASGASGASGASGASGASGASGASGASGASGASGASE E E E E E EEEEEEEEEE EEE E E CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVSSSSDFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MHMH12+00 13+00 14+0011+00 15+00 16+00 18+00 19+00 20+0017+00 1278+0016 APN 600-030-018 DWGC1, LLC APN 600-390- 0 2 3 COMMERCIAL BLD G S APN 600-390 - 0 1 0 USA GASOLINE BEG CONST JOIN EX.WALK 11+00.00 6.5'5.5'6.5'8'R/W R/W R/W R/W 16 29 BEG AC BERM JOIN EX.C&G 12+98.97 (TC 69.36) INTERSECTION 16+32.69 DUNE PALMS = 40+00.00 CORPORATE CENTRE49'10'29 16 43 15 43 +4615 1 1 22.5'BEG RDWY CONST. 15+75.00 1 C&G 1 1 1 WALK WALK WALK 1 2 75 42 42 43 JOIN EX.C&G 15+75.00 (TC 67.45) JOIN EX.C&G 39+32.87 BCR (TC 66.00) C&G APN 600-390-033 J PAUL BUILDING R/W R/W BEG TAPER 17+49.89 TC 65.52 END TAPER & AC BERM BEGIN 6" C&G 17+84.89 TC 65.40 24 TCE TCETCE TAPER, AP 16+86.21 28 28 29 17 16 17 30 34 30 31 16 15 3 4 5 6 7 9 10 79 75 74X3 16+87.92 BCR TC 65.95 CVSCAPN 600-010-0 0 9 CVWD APN 600-010-009 CVWD 76 32'39.67'20 35 11 CONC APPROACH PANEL BEGIN 18+36.66 SEE BRIDGE PLANS 22 SEE SHEET 17 22 SEE SHEET 18 41 8 SEE BRIDGE PLANS FOR DETAILS 19 19 19ST STA 17+96.65SD STA 10+00.00 CB #1, W=7'H=3.50'15 42 76 RELOCATED REMOVED 23 56 36 56 23 SEE SHEET 21 39 39 56 40 SEE SHEET 21 SEE SHEET 26 SEE BRIDGE PLANS FOR WALL DETAILS SEE SHEET 26 JOIN EX.C&G 39+32.03 ECR (TC 65.15) 1 WALL 1 LIGHT 1 LIGHT 1 FRONTIER MH BEG BRIDGE STA 18+68.20 88 88 ST STA 17+96.65SD STA 10+75.67 CB #2, W=7'W=10'29'49'49'C&G60'48'37'49'0.5 0 %1.67%15+75.01 BP67.9116+35.00 BVC66.9918+45.00 EVC65.7616+85.0066.2917+35.0065.8417+85.0065.6518+35.0065.7217+96.64 LP65.6419+40.00 BVC66.2419+90.0066.4420+40.0066.5420+68.49 HP66.5619+00.0066.0416+00.0067.5818+50.0065.79210' VC PVI @ 17+40.00 EL = 65.24 18+23.40TC 66.1718+45.00 GBTC 66.2819+00.00TC 66.5319+40.00 BVCTC 66.7320+68.49 HPTC 67.05320' VC PVI @ 21+00.00 EL = 67.53 20+68.49 HPTC 66.4419+40.00 BVCTC 66.1219+00.00TC 65.96320' VC PVI @ 21+00.00 EL = 66.92 JOIN EX.12+98.97(TC 69.36)14+00.00 GBTC 69.2015+00.00 GBTC 68.6115+85.00 GBTC 67.5916+35.00 BVCTC 66.75BEG TAPER17+49.89 GBTC 65.52END TAPER17+84.88 GBTC 65.40POR OF 210' VC PVI @ 17+40.00 EL = 65.00 1.67%0. 3 3 % 0.50 % 0.5 0 %11+00.00(TC 64.28)11+50.00(TC 65.76)12+00.00(TC 67.24)12+43.20(TC 68.51)12+68.70(TC 69.12)320' VC PVI @ 21+00.00 EL = 67.0411+00.00(TC 64.58)11+50.00(TC 65.45)12+00.00(TC 66.91)12+50.0(TC 68.15)13+00.00(TC 69.12)13+42.10 ECR(TC 69.30)14+27.60 BCR(TC 68.69)15+00.00(TC 68.29)14+50.00(TC 68.42)JOIN EX.15+75.00 ECR(TC 67.45)16+87.92 BCRTC 65.9218+45.00 EVC GBTC 65.41POR OF 210' VC PVI @ 17+40.00 EL = 64.94 17+96.64 LPTC 65.2919+00.00TC 66.0719+40.00 BVCTC 66.2720+68.49 HPTC 66.59320' VC PVI @ 21+00.00 EL = 66.95 0.5 0 %BEGIN CURB18+71.00TC 66.5519+40.00 BVCTC 66.8919+00.00TC 66.6920+68.49 HPTC 67.210.5 0 % 320' VC PVI @ 21+00.00 EL = 67.69 1.20%0.05% 0.3 6 %0.59 %13+50.00 GBTC 69.3817+96.64 CB & LD(1.12%)1.48%1.12%15+75.00FL 66.9516+14.00 GBFL 66.5116+87.92FL 65.4555.18'BCR66.00 TCΔ/4=13.80'67.22 TC66.44 TC66.86 TC55.62'65.15 TCECRΔ/4=13.91'65.37 TC66.05 TC65.93 TC18+49.71 GBTC 65.4618+54.71 GBTC 64.9818+70.00 GBTC 65.0618+78.00 GBTC 65.9617+96.64 POR OF 210' VC PVI @ 17+40.00 EL = 65.01 18+25.36 GBTC 65.4418+31.36 GBTC 64.9218+45.36 GBTC 64.9718+53.36 GBTC 65.68LINE / CURVE DATA DELTA/BRG RADIUS LENGTH REMARKTANGENT 1 N00°09'52"W --1089.52'--CENTERLINE 2 N00°09'52"W --451.28'--AC BERM 3 N04°11'33"E --35.10'--AC BERM 4 N00°09'52"W --70.31'--C&G 5 Δ= 90°19'58"35.00'55.18'35.20'CURB RETURN 6 Δ= 91°03'12"35.00'55.62'35.65'CURB RETURN 7 N00°09'52"W --190.67'--C&G 8 N00°09'52"W --251.59'--MED CURB 9 Δ= 166°25'45"2.00'5.81'16.81'MED CURB 10 Δ= 13°34'15"204.97'48.55'24.39'MED CURB 11 N00°09'52"W --203.97'--MED CURB PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72MATCHLINE 20+75.00 - SEE SHEET 8SCALE: 1"=40' 04020 40 80 120 SCALE: 1"=40' LEGEND 4.5" AC OVER 6" CLASS II AB 15 DUNE PALMS ROAD TYPE II SLURRY SEAL 42 CONCRETE CONSTRUCTION 7 STREET IMPROVEMENT PLAN STA 11+00.0 - 20+75.00 16 17 65 TC MED LT - 65 TC MED RT - EX GND @ C/L TOP AC BERM 37' RT 14 15 16 17 18 19 0.1' AC OVERLAY 43 MATCHLINE 21+75.00 - SEE SHEET 820131211 MEDIAN CONC PAVING 20 24 28 30 65 FS C/L - 65 TC LT - 65 TC RT - EX GND @ C/L 8"CURB @ 8.67' RT 8"CURB @ 1.0' LT 8"CURB @ 30.0' LT 6"C&G @ 30.0' LT 8"CURB @ 39.67' RT EX 6"C&G LT EX 6"C&G LT EX 6"C&G RT - 65 TC MED LT - 65 TC MED RT - 65 FS C/L - 65 TC LT - 65 TC RT PR FS @ C/L CONSTRUCTION NOTES 1 PROTECT IN PLACE 15 CONSTRUCT 4.5" AC OVER 6" AB CLASS II 16 CONSTRUCT SIDEWALK PER COLQ STD. 200, 240 & 241 17 CONSTRUCT 6" CURB & GUTTER PER COLQ STD. 200 & 201 19 CONSTRUCT 8" MEDIAN CURB PER RCTD STD 204 20 CONSTRUCT COLORED STAMPED CONC MEDIAN PER COLQ STD 720 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 23 CONSTRUCT CONC. TRAIL UNDERCROSSING PER DETAIL ON SHEET 21 24 CONSTRUCT CROSS GUTTER PER COLQ STD 230 & 231 28 CONSTRUCT CURB RAMP CASE A PER COLQ STD. 250 29 CONSTRUCT 6" ASPHALT DIKE PER COLQ STD. 204 30 CONSTRUCT LOCAL DEPRESSION PER RCTD STD 311, CASE C (SUMP) 31 CONSTRUCT CATCH BASIN PER COLQ STD. 200 & 300 34 CONSTRUCT COMBO CB/DRYWELL SYSTEM "A" PER DETAIL ON SHEET 3 35 CONSTRUCT 18" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 36 CONSTRUCT 24" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 39 CONSTRUCT 6" CONCRETE TRAIL OVER 4" CL II AGG. BASE 40 18" HDPE, N-12 WT JT SD PIPE 41 24" HDPE, N-12 WT JT SD PIPE 42 CRACK SEAL & APPLY TYPE II SLURRY SEAL 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 3 56 METAL RAILING (ON RETAINING WALL @ TRAIL) PER DETAILS ON SHEET 16 74 ADJUST TO GRADE, WATER VALVE CAN & COVER PER WATER PLAN 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER PER SEWER PLAN 76 RELOCATE WATER MAIN PER WATER PLAN 79 RECONSTRUCT SEWER MH PER SEWER PLAN 88 CONSTRUCT CURB RAMP CASE B TYPE 1 PER SPPWC STD. 111-5 HIGHWAY 111 06/2021 EX GND @ CURB EX GND @ CURB 39 SEE BRIDGE PLANS FOR WALL DETAILS CORPORATE CENTRE DRHIGHWAY 111 ALL EXISTING STRIPING SHALL BE REMOVED PRIOR TO THE APPLICATION OF SLURRY, TO THE SATISFACTION OF THE CITY. NOTE: SEE SHEET 26 FOR ADDITIONAL DETAILS ON THE SECONDARY TRAIL. SECONDARY TRAIL NOTE: 06/23/2021 SS S S S S S SS S S SM WM WM WM WM WEOHEOHS S S S S S S SSSSSRWRWRWRWRWRWW W W W W W W WWW W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS EEEEE E E E E E E EEPP PP FO FO FO FO FO FO FO FO FO E E MMME E E E E E E E FO FO FO FO FO FO FO FO EWWSSSMHMHMHMHMHMH2 30 24+00 25+00 26+00 27+00 28+00 29+00 30+0023+0021+00 22+00 1279+001280+00⅊APN 600-030-0 1 9 KINGDOM HALL JEHOVAH'S W I T N E S S E S R/W 20 1 WALK 19 19 20 76 32'39.67'20 37 43 19 15 1 1 WALK 19 WALK97'1 1 FENCE(CL) 1 44 44 SEE BRIDGE PLANS FOR DETAILS 19 15 16 17 18 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 END RDWY CONST. 27+00.00 37 38 41 19 17 19 R/W APN 600-010-004 LA QUINTA HIGH S C H O O L 30 31 16 30 31 1 72 25 31 20 79 R/W 15 15 16 16 20 1 FENCE(CL) 75 72 25 44 4412 14 19 20 21 R/W 39 40 42 17 17 19 19 19 19 19 18 18 22SEE SHEET 19 22 FENCE(CL) APN 600-010-0 0 9 ST STA 24+78.27SD STA 20+00.00 CB #4, W=14'H=3.50'26 27 27 26 26 27 26 27 27 26 26 JOIN EX. 46 46 L=18' 80 74 SEE SHEET 9 FOR MASONRY BLOCK WALL INFORMATION 76 1 COLQ FO CONDUIT 42 42 42 42 43 43 48 L=30' 49 ST STA 24+73.85SD STA 30+00.00 CB #3, W=14'H=3.50'81 79 47 57 CO 57 54 54 T=6" T=6" SEE BRIDGE PLANS FOR WALL DETAILS 72 END JOIN EX. 27+00.00 (TC 66.75) 17 17 IID 1 16 17 APN 600-030-010 16 DUNE PALMS MOBI L E E S T A T E S END JOIN EX. 28+00.00 (TC 67.63) TW 23+52.5 25+39.8 DWY W=19'SEE SHEET 326+07.4 DWY W=21'SEE SHEET 3TCE TCE TC E 24'21'65'76 RELO 5050 A/V L=21'L=23' REMOVED 18 18 CONC APPROACH PANEL END 23+89.74 SEE BRIDGE PLANS 23+42.2 DWY W=21.1' SEE SHEET 3 23+65.7 DWY W=21.1' SEE SHEET 3 CVSC R/W CVSC R/W SEE BRIDGE PLANS FOR WALL DETAILS SEE SHEET 19 APN 600-010-00 9 CVSC21+05.26 DUNE PALMS 1279+47.72 CVSC 1913 CVWD RELOCATED MEDIAN DEPRESSION PER DETAIL ON SHEET 3 END BRIDGE STA 23+48.20 CVWD 76 SIDEWALK MEANDER PER DETAIL ON SHEET 3 (**) (**) W=10' C&G 30'32'12'40'C&G SEE SHEET 15 TW 25+28.0TW 25+51.0TW 25+95 . 0 TW 26+20.0TW 26+92 . 3 1. 5 9 %0.75%22+60.00 EVC65.8420+90.0066.5521+40.0066.4621+90.0066.2722+40.0065.9924+05.00 BVC64.7626+35.00 EVC65.7427+00.00 EP66.7824+55.0064.5225+05.0064.5325+55.0064.7926+05.0065.3124+78.27 LP64.4923+50.0065.1723+00.0065.55230' VC PVI @ 25+20.00 EL = 63.91 24+00.0064.8026+50.0065.9822+60.00 EVCTC 66.3323+00.00TC 66.0426+35.00 EVCTC 66.4127+00.00 GBTC 67.4525+06.33 PRCTC 65.1025+64.33 ECTC 65.54POR OF 230' VC PVI @ 25+20.00 EL = 64.58 24+75.53 GBTC 65.0425+35.35 GBTC 65.2827+41.50 GBTC 65.0628+63.00 GBTC 69.3629+14.97 GBTC 69.8929+28.49TC 70.0224+05.00 BVCTC 64.3024+78.27 LPTC 64.03320' VC PVI @ 21+00.00 EL = 67.53 END TAPER23+76.86 GBTC 64.51230' VC PVI @ 25+20.00 EL = 63.45 END C&GJOIN EX.27+00.00 GB(TC 66.75)BEGIN TAPER23+66.86TC 64.7023+46.86 GBTC 65.0823+00.00TC 65.43320' VC PVI @ 21+00.00 EL = 66.92 0.75%0 . 75%1.86%1. 5 9 % 1. 5 9 % 1. 4 7 % 1.0 7 % 1. 0 0 % 0.86%0.75%0.5 4% 0.00%0.6 0 % 0. 9 1 % 0.20%27+50.00(TC 67.36)28+00.00(TC 67.66)28+50.00(TC 67.98)29+00.00(TC 68.59)29+50.00(TC 69.15)30+00.00(TC 69.59)30+50.00(TC 70.15)28+50.00(TC 68.10)29+00.00(TC 68.56)29+50.00(TC 69.03)30+00.00(TC 69.64)30+50.00(TC 70.24)320' VC PVI @ 21+00.00 EL = 67.04 22+60.00 EVCTC 65.87320' VC PVI @ 21+00.00 EL = 66.95 230' VC PVI @ 25+20.00 EL = 63.61 24+05.00 BVCTC 64.4723+85.00 GBTC 64.9523+00.00TC 65.5824+73.85 LPTC 64.2126+35.00 EVCTC 65.630.75%2.43%22+60.00 EVCTC 66.4923+00.00TC 66.2025+00.00 GBTC 65.1726+35.00 EVCTC 66.3727+00.00 GBTC 67.4127+50.00 GBTC 68.1028+00.00TC 68.6928+50.00TC 69.1829+00.00TC 69.6929+28.45TC 69.9629+25.97TC 69.8429+64.34 GBTC 70.3630+15.10TC 70.8430+28.62 GBTC 71.0630+50.00TC 71.410.75%0. 54 % 0.04% 1. 5 9 % 1. 5 1 % 1. 0 2 % 1.43% 1.52% 0.81% 0. 8 4 % 1.19% 1.63% 320' VC PVI @ 21+00.00 EL = 67.69 29+25.97TC 69.8129+50.00 GBTC 70.1029+79.24 GBTC 70.5429+81.71 GBTC 70.5630+17.62TC 70.871. 5 0 % 0.81% 0.6 8 % 1.38%30+15.14TC 70.8430+50.00 GBTC 71.411. 6 4 % 1. 3 1 % 24+73.85 CB & LD 24+78.27 CB & LD CURB HT TRANSITION 8" TO 6" CURB HT TRANSITION 8" TO 6"24+00.00 GBTC 65.4524+52.25 GBTC 65.17PVI @ 25+20.00 EL = 64.54 END TAPERBEG BAY TAPER24+44.73 BCTC TC 65.0424+05.00 GBTC 65.25BEGIN TAPER23+66.67TC 65.5422+60.00 EVCTC 65.7225+50.00TC 64.4326+35.00 EVCTC 65.2827+00.00 GBTC 66.32END C&GJOIN EX.28+00.00(TC 67.63)(1 . 2 9 % ) (1 . 3 5 % ) 1. 7 1 % POR OF 230' VC 1. 2 1 % 1.32 30+08.23 GBTC 70.741.17%29+35.36 BC GBTC 69.9529+49.39 GBTC 70.1529+61.88 EC GBTC 70.361.43%30+17.62TC 70.8730+00.00 GBTC 70.66LINE / CURVE DATA DELTA/BRG RADIUS LENGTH REMARKTANGENT 11 N00°09'52"W --203.97'--CENTERLINE 12 N00°09'52"W --1000.00'--MED CURB 13 N00°09'52"W --325.00'--MED CURB 14 N00°44'15"W --100.01'--MED CURB 15 N00°09'52"W --428.45'--MED CURB 16 Δ= 175°45'49"0.50'1.53'13.52'MED CURB 17 N04°24'03"W --13.56'--MED CURB 18 N00°09'52"W --350.63'--MED CURB 19 Δ= 09°19'36"358.00'58.28'29.20'MED CURB 20 Δ= 09°53'58"358.00'61.85'31.00'MED CURB 21 N00°24'30"E --78.06'--MED CURB 22 N00°09'52"W --291.67'--MED CURB 23 N00°09'52"W --53.27'--MED CURB 24 Δ= 180°00'00"1.00'3.14'--MED CURB 25 N00°09'52"W --9.39'--MED CURB 26 Δ= 38°04'20"43.00'28.57'14.84'MED CURB 27 Δ= 38°04'20"4.00'2.66'1.38'MED CURB 28 N00°09'52"W --53.27'--MED CURB 29 Δ= 180°00'00"1.00'3.14'--MED CURB 30 N00°09'52"W --9.39'--MED CURB 31 Δ= 38°04'20"43.00'28.57'14.84'MED CURB 32 Δ= 38°04'20"4.00'2.66'1.38'MED CURB 33 N00°09'52"W --59.84'--MED CURB 34 Δ= 175°45'49"0.50'1.53'13.52'MED CURB 35 N04°24'03"W --13.56'--MED CURB 36 N00°09'52"W --46.36'--MED CURB 37 N00°09'52"W --31.54'--C&G 38 N01°44'41"E --10.01'--C&G 39 N00°09'52"W --149.43'--C&G 40 N00°09'52"W --39.54'--C&G 41 N00°09'52"W --178.08'--C&G 42 N00°09'52"W --341.71'--C&G MATCHLINE 30+65.00 - SEE SHEET 904020 40 80 120 SCALE: 1"=40' SCALE: 1"=40' PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 8 STREET IMPROVEMENT PLAN STA 20+75.0 - 30+65.00 27 28 29 3021 MATCHLINE 30+65.00 - SEE SHEET 9MATCHLINE 20+75.00 - SEE SHEET 7MATCHLINE 20+75.00 - SEE SHEET 72625 24 2322 4.5" AC OVER 6" CLASS II AB 15 TYPE II SLURRY SEAL 42 CONCRETE CONSTRUCTION 16 17 0.1' AC OVERLAY 43 MEDIAN CONC PAVING 20 18 65 TC MED LT - 65 TC MED RT - 65 FS C/L - 65 TC LT - 65 TC RT - - 65 TC MED LT - 65 TC MED RT - 65 FS C/L - 65 TC LT - 65 TC RT EX 6"C&G RT EX 6"C&G LT EX GND @ C/L EX GND @ C/L PR FS @ C/L 8"CURB @ 8.67' RT 8"CURB @ 0.0' RT 8"CURB @ 2.0' LT 8"CURB @ 1.0' LT 8"CURB @ 39.67' RT 6"C&G @ 40.0' RT CONSTRUCTION NOTES 1 PROTECT IN PLACE 15 CONSTRUCT 4.5" AC OVER 6" AB CLASS II 16 CONSTRUCT SIDEWALK PER COLQ STD. 200, 240 & 241 17 CONSTRUCT 6" CURB & GUTTER PER COLQ STD. 200 & 201 18 CONSTRUCT DRIVEWAY APPROACH PER COLQ STD. 200 & 221 19 CONSTRUCT 8" MEDIAN CURB PER RCTD STD 204 20 CONSTRUCT COLORED STAMPED CONC MEDIAN PER COLQ STD 720 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 25 CONSTRUCT RETAINING WALL (TYPE 1A) PER CALTRANS STD PLAN B3-3A 26 CONSTRUCT 6' (TALL) GARDEN WALL, PER SPPWC STD 601-4, TYPE 1, DBL REIN. 27 MASONRY WALL PILASTER PER COLQ BUILDING DEPT DETAIL 30 CONSTRUCT LOCAL DEPRESSION PER RCTD STD 311, CASE C (SUMP) 31 CONSTRUCT CATCH BASIN PER COLQ STD. 200 & 300 37 CONSTRUCT 42" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 42 CRACK SEAL & APPLY TYPE II SLURRY SEAL 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 3 44 SUITABLE BACKFILL MATERIAL TO +/- 4" OF TOP OF MEDIAN CURB 46 METAL GATE ASSEMBLY PER DETAIL ON SHEET 16 47 METAL FENCING (RETAINING WALL) PER DETAIL ON SHEET 16 48 12" ARTIUM GRATE PER DETAIL ON SHEET 16 49 6" PVC (SCHEDULE 40) STORM DRAIN PIPE 50 INSTALL 2 - 4" PVC CONDUIT SLEEVES PER IRRIGATION PLAN 54 CRUSHED MISC. BASE (THICKNESS PER PLAN) 57 CONSTRUCT 8" CONC. OVER 6" CMB 72 RELOCATE SEWER APPURTENANCE PER SEWER PLAN 74 ADJUST TO GRADE, WATER VALVE CAN & COVER PER WATER PLAN 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER PER SEWER PLAN 76 RELOCATE WATER MAIN PER WATER PLAN 79 RECONSTRUCT SEWER MH PER SEWER PLAN 80 ADJUST TO GRADE, SD MANHOLE FRAME & COVER, w/ CONC. MH COLLAR 81 4" THICK STABILIZED DECOMPOSED GRANITE, PER DETAIL ON SHEET 27 06/2021 BETWEEN STATION 27+00.00 AND 35+94.16, MEDIAN CURB SHALL BE PLACED 8" ABOVE EXISTING GROUND, FOLLOWING THE PROFILE PROVIDED TO THE EXTENT POSSIBLE. RAISED MEDIAN NOTE: EX GND @ CURB EX GND @ CURB EX GND @ CURB EX GND @ CURB DUNE PALMS ROAD LEGEND CRUSHED MISC. BASE 54 ALL EXISTING STRIPING SHALL BE REMOVED PRIOR TO THE APPLICATION OF SLURRY, TO THE SATISFACTION OF THE CITY. NOTE: 06/23/2021 WWWWWM WM WWSSSSSSSSW W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASE E E E E E E CATVCATVCATVWWWWWS S SSSFO FO FO FO FO FO FO FO FO FO FO FOFO FO FOFOFOFOFOFO FO FO FOFOWWFO FO FOFOFO FO FO MMMMMMME E E E E E E E EE EE E E E E S S S S S S SE E E MHMHMHMHMH34+0031+00 32+00 33+00 35+00 36+00 R/W JEHOVAH'S WIT N E S S E S KINGDOM HAL L JEHOVAH'S WITNESSES APN 600-030-0 1 9 1 1 WALK 1 WALK APN 600-010-004 LA QUINTA H I G H S C H O O L 107'20 20 1 1 1 WALK 1 WALK 1 WALK 1 WALK ⅊1 20 44 44 44 43 44 45 46 47 48 49 50 51 52 19 19 19 19 19 19 19 19 TOPOTENTIALSTAGINGAREA1 1 WM(x3) 1 FIRE LINE VAULT 42 42 42 42 1 COLQ FO CONDUIT C&G C&G 50'30'C&G 18"SD C&G 1 TS CONDUIT WSWS WSM VNOPARKINGLA QUINTA X P A R K APN 600-030- 0 2 131+00.00(TC 70.92)31+50.00(TC 71.45)32+00.00(TC 71.69)32+50.00(TC 71.74)33+00.00(TC 71.56)33+50.00(TC 71.14)34+00.00(TC 70.50)34+50.00(TC 69.54)35+00.00(TC 68.63)35+50.00(TC 67.71)31+00.00(TC 70.74)31+00.00 GBTC 72.0831+45.53 BC GBTC 72.4731+75.28 GBTC 72.5932+04.82 PRC GBTC 72.7132+34.69 GBTC 72.6732+64.78 EC GBTC 71.9533+00.00 GBTC 72.3833+50.00 GBTC 71.9534+00.00 GBTC 71.3634+50.00 GBTC 70.4835+00.00TC 69.3435+50.00 GBTC 68.1935+94.16TC 67.410.8 6 % 0.40 % 0.41 % 0.12% 0. 4 1 % 0. 47 %0.87%1.18%1.76%2.29%1.77%1. 4 3 %31+00.00 GBTC 72.0731+45.53 BC GBTC 72.4831+75.44 GBTC 72.5732+05.15 PRC GBTC 72.6832+34.69TC 72.6332+64.78 EC GBTC 72.5833+00.00 GBTC 72.4833+50.00 GBTC 71.9634+00.00 GBTC 71.3534+50.00 GBTC 70.4735+00.00 GBTC 69.2735+50.00 GBTC 68.2035+94.16TC 67.451. 3 2 % 0.9 0 % 0.30% 0.37 % 0.17% 0.2 8 %1.04%1.22%1.76%2.40%2.14%1.70%31+45.98(TC 71.19)32+45.60(TC 71.52)34+00.00(TC 69.82)34+50.00(TC 68.96)35+00.00(TC 67.92)35+50.00(TC 66.80)33+00.00(TC 71.15)33+50.00(TC 70.49)LINE / CURVE DATA DELTA/BRG RADIUS LENGTH REMARKTANGENT 43 N00°09'52"W --565.39'--CENTERLINE 44 N00°09'52"W --70.55'--MED CURB 45 Δ= 09°35'14"356.00'59.57'29.85'MED CURB 46 Δ= 09°35'14"360.00'60.24'30.19'MED CURB 47 N00°09'52"W --329.38'--MED CURB 48 Δ= 180°00'00"1.00'3.14'--MED CURB 49 N00°09'52"W --329.38'--MED CURB 50 Δ= 09°35'14"358.00'59.90'30.02'MED CURB 51 Δ= 09°35'14"358.00'59.90'30.02'MED CURB 52 N00°09'52"W --70.56'--MED CURB DUNE PALMS ROAD 04020 40 80 120 SCALE: 1"=40' SCALE: 1"=40' PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 9 STREET IMPROVEMENT PLAN STA 30+65.0 - 36+00.00MATCHLINE 30+65.00 - SEE SHEET 8MATCHLINE 30+65.00 - SEE SHEET 836353433 LEGEND TYPE II SLURRY SEAL 42 MEDIAN CONC PAVING 20 65 TC MED LT - 65 TC MED RT - 65 FS C/L - 65 TC LT - 65 TC RT - - 65 TC MED LT - 65 TC MED RT - 65 FS C/L - 65 TC LT - 65 TC RT3231 EX GND @ C/L EX GND @ C/L EX 6"C&G LT EX 6"C&G RT EX 6"C&G LT 8"CURB @ 2.0' LT 8"CURB @ 1.0' LT 8"CURB @ 10.0' RT 8"CURB @ 2.0' LT 8"CURB @ 8.0' RT CONSTRUCTION NOTES 1 PROTECT IN PLACE 19 CONSTRUCT 8" MEDIAN CURB PER RCTD STD 204 20 CONSTRUCT COLORED STAMPED CONC MEDIAN PER COLQ STD 720 42 CRACK SEAL & APPLY TYPE II SLURRY SEAL 44 SUITABLE BACKFILL MATERIAL TO +/- 4" OF TOP OF MEDIAN CURB WESTWARD HO DRIVE BLACKHAWK WAY BLOCK (PERIMETER) WALL DATA ST STA. 23+52.5 TF ELEV 64.48 FS ELEV TW ELEV NOTES 65.22 71.15 PILASTER/BEGIN SEGMENT 23+70.0 64.48 64.98 71.15 FOOTING STEP 23+70.0 63.81 64.98 71.15 FOOTING STEP 24+11.0 63.81 64.52 71.15 PILASTER/TOP WALL STEP 24+11.0 63.81 64.52 70.48 25+28.0 63.81 64.41 70.48 PILASTER/END SEGMENT 25+51.0 64.05 64.55 70.72 25+95.0 26+20.0 64.80 65.30 71.47 26+65.0 64.80 66.01 71.47 65.47 66.01 72.14 PILASTER/TOP WALL STEP PILASTER/END SEGMENT PILASTER/BEGIN SEGMENT 64.05 64.97 70.72 PILASTER/BEGIN SEGMENT 26+92.3 65.47 67.00 72.14 26+65.0 PILASTER/TF & TW STEP PILASTER/TF & TW STEP PILASTER/JOIN EX. WALL FACE OFFSET 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 53.0' RT 23+26.0 63.81 64.32 70.48 PILASTER/BEGIN SEGMENT 23+44.5 128.0' RT 73.1' RT 65.00 23+44.5 73.1' RT 64.48 65.00 71.15 PILASTER/END SEGMENT TF & TW STEP TF & TW STEP 23+52.5 65.2253.0' RT 63.81 70.48 64.48 71.15 06/2021 BETWEEN STATION 27+00.00 AND 35+94.16, MEDIAN CURB SHALL BE PLACED 8" ABOVE EXISTING GROUND, FOLLOWING THE PROFILE PROVIDED TO THE EXTENT POSSIBLE. RAISED MEDIAN NOTE: EX GND @ CURB EX GND @ CURB ALL EXISTING STRIPING SHALL BE REMOVED PRIOR TO THE APPLICATION OF SLURRY, TO THE SATISFACTION OF THE CITY. NOTE: 06/23/2021 MH MH MH MH MH MH MH BIKE LANE BIKE LANE 34+0031+0032+0033+0035+0036+00℄℄℄ ℄R/WR/WR/WR/W R/W APN 600-03 0 - 0 1 9 KINGDOM HAL L JEHOVAH'S W I T N E S S E SLA QUIN TA H IGH SCHOOL APN 60 0-010 -004 10' 200'110'54 52 52 52 ⅊ ⅊ 1 BLOCK WALL 1 BLOCK WALL666565 64 61 616562⅊⅊⅊RUMBLE PLATES AS NECESSARYWSWSWSMV NO PARKING FIREFIREFI R E T=4"(MIN) 53 LA QUINTA X P A R K APN 600-0 3 0 - 0 2 1 10 STAGING AREA SITE PLAN 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 30 15 30 60 90 SCALE: 1"=30' 0 SCALE 1"=30'DUNE PALMS ROADWESTWARD HO DRIVE STAGING AREA NOTES: 1.THE STAGING AREA NOTED ON THIS SHEET HAS BEEN CLEARED THROUGH THE ENVIRONMENTAL PROCESS, AND IS BEING OFFERED TO THE CONTRACTOR FOR USE. THE CONTRACTOR WILL NEED TO OBTAIN PERMISSION FROM THE CITY ON THE USE OF THE AREA, IF IT IS DECIDED FOR USE IN STAGING OF TRAILERS, EQUIPMENT, MATERIALS AND VEHICLES. 2.THE CONTRACTOR WILL BE REQUIRED TO OBTAIN ALL UTILITY SERVICES FOR USE IN THIS AREA. 3.THE CONTRACTOR SHALL REMOVE ALL FENCING, MATERIALS AND AGGREGATE SURFACING TO THE SATISFACTION OF THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS IN THE AREA. THE AREA TO THE NORTH OF THE STAGING AREA MAY BE UNDER CONSTRUCTION DURING THE BRIDGE PROJECT. 5.ALL CLEARING, GRUBBING AND SITE GRADING TO PREPARE THE AREA FOR USE AS A STAGING AREA SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO ADDITIONAL COMPENSATION WILL ALLOWED. 6.THE CONTRACTOR SHALL LEAVE THE STAGING AREA CLEAN OF ALL DEBRIS AND STABILIZED, ALL TO THE SATISFACTION OF THE CITY. 7.THE CONTRACTOR SHALL KEEP THE EXISTING PARK LOT AND DRIVE AISLE CLEAN OF DIRT AND DEBRIS TO THE EXTENT POSSIBLE. CONSTRUCTION NOTES 1 PROTECT IN PLACE 52 CHAIN LINK FENCE PER SPPWC STD 600-3 w/ DUST FABRIC (STAGING AREA) 53 24' WIDE VEHICLE GATE ASSEMBLY w/LOCK PER SPPWC STD 600-3 54 CRUSHED MISC. BASE (THICKNESS PER PLAN) 06/23/2021 MHAHEA D AHEA D SIGN A L SIGN AL STOPSTOPSTOPMHMHMHMHMH8 9 14 10 11 12 13 15 CVSCAPN 600-010- 0 0 9 CVWD R/W R/W R/W R/W R/W R/W R/W R/W CVSC R/W APN 600-010-0 0 9 CVWD CVSC CENTERLINE CVSC CENTERLINETCESL ESMTCVSC R/W "K" RAIL EOP EOP 12+00 13+00 14+0011+00 15+00 16+0010+00 24+0023+0018+00 21+0019+00 22+0020+0017+00 14' 14' BYPASS 14' 14' CVSC R/W CVSC R/W 13+00.00 BEGIN AC WIDENING 1 2 3 4 5 22 38A 28 RP 12"GORE STRIPE @ 30' O.C. 27B 27B 21 21 IS W20-1 (500 FT) RS IS W20-2 R5-2 E W9-1 EW4-2 E R8-3 RS R2-1(45) IS W1-4(R) W13-1P(25) R3-1(X2) IS R2-1(25) G20-5aP RS R5-2 R8-3RS R3-1(X2) S1-1 RS R8-3 S5-1 RS IS R2-1(25) G20-5aP IS G20-5aP IS W1-4(L) W13-1P(25)CMSCMSCMS R2-1(25) IS W1-4(R) IS G20-2 E RP BEGIN RPEND E W13-1P(25) "K" RAIL "K" RAIL HIGH SCHOOL APN 600-010-004 LA QUINTA 68 . 8 6 F S (6 8 . 7 E G ) 68 . 8 8 F S (6 8 . 8 E G ) 62 . 8 3 F S (6 3 . 8 E G ) 61.53 FS (63.7 EG) 59.32 FS (63.6 EG) 49.30 FS (41.0 EG) 46.41 FS (38.3 EG) 44.61 FS (36.5 EG) 43.91 FS (37.1 EG) 43.75 FS (37.7 EG) 44.46 FS (39.4 EG) 46.44 FS (42.2 EG) 49.69 FS (46.3 EG) 53.80 FS (55.3 EG) 60 . 7 5 F S (6 2 . 8 E G ) 68 . 1 1 F S (6 7 . 8 E G ) 68 . 4 1 F S (6 7 . 9 E G ) 68 . 7 0 F S (6 8 . 4 E G ) SL ESMT 15+50.00 BEGIN K-RAIL REMOVE C&G AND PLACE RAMP AS NECESSARY FOR WALKWAY. 56.14 FS (62.6 EG) EOP 49.70 FS 46.81 FS45.01 FS 56.54 FS 64.81 PS "K" RAIL SHORING 61.93 FS 64.48 PS SHORING IID INTERIM SHOO FLY IID INTERIM SHOO FLY APN 600-030-010 DUNE PALMS M O B I L E E S T A T E S 67 . 2 7 F S (6 7 . 4 E G ) 66 . 6 0 F S (6 6 . 8 E G ) 65 . 1 9 F S (6 5 . 5 E G ) 57.58 FS (58.7 EG) 52.72 FS (50.3 EG) 53.12 F S 44 . 3 1 F S 44 . 1 5 F S 44. 8 6 F S 46 . 8 4 F S 50.09 FS 65.60 PS 59.72 FS 64.56 PS 54.20 FS 65.47 PS 61.25 FS 65.27 PS 58.05 FS 65.64 PS MHMHMHMHMHMHMHMHMHMH2 3 30 OFFICE MHBIKELANEBIKELANEBIKELANE15 16 17 18 19 APN 600-030 - 0 1 0 APN 600-030-021 LA QUINTA H O U S I N G AUTHORITY APN 600-030-019 KINGDOM HALL JEHOVAH'S WITN E S S E S R/W R/W R/W R/W R/W LA QUINTA HIGH S C H O O L APN 600-010-00 4 DUNE PALMS M O B I L E E S T A T E S 25+00 26+00 34+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 35+00 36+00 EOP 14' 14' 16' 14' 27B 27B 6 7 8 9 28 RP RPBEGIN RPBEGIN END 21 21 IS R1-1 IS "K" RAIL IS W20-1 (700 FT) IS R2-1(25) G20-5aP IS W1-4(L) E E SR4-1ER26(CA) ER26(CA) E R26(CA) E R26(CA) IS G20-2 CMSCMS W1-4(L) W13-1P(25) 62.73 FS (63.7 EG) 25+25.00 END K-RAIL E REMOVE C&G AND PLACE RAMP AS NECESSARY FOR WALKWAY. IS R9-9 ON TYPE 3 BARRICADE RP 66.13 FS (67.0 EG) 66.48 FS (67.7 EG) 67.13 FS (67.1 ES) 65.74 FS 65.84 PS 63.93 FS 64.69 PS 63.13 FS 64.50 PS SHORING "K" RAIL 64.76 FS 65.15 PS 66.68 FS 66.64 PS RP END R26(CA) E IS R1-1 R3-2 E IS R1-1 R3-2 65.24 FS (66.6 EG) RP 32 RP 32 BEGIN END 32 IS R3-2 W13-1P(25) 63.53 FS (64.3 EG) 64.36 FS (65.9 EG) BYPASS CENTERLINE DATA NO BEARING/DELTA RADIUS LENGTH 1 Δ=25°20'09"230.00'101.70' 2 Δ=25°18'08"214.00'94.50' 3 N 00°07'51" W --454.23' 4 Δ=16°41'16"236.00'68.74' 5 Δ=16°39'15"264.00'76.74' 6 N 00°09'52" W --231.60' 7 Δ=06°25'21"498.76'55.91' 8 N 06°34'16" W --141.20' 9 Δ=06°24'24"500.00'55.91' 1'2'2'4' WALKWAY 19'15' 14'14'2' 23' 20' 2' ℄DUNE PALMS BYPASS ℄ DUNE PALMS ROAD WORK AREA EX.CONC.PAVEMENT REMOVED w/ PHASE 1 CONSTRUCTION EX.CONC.PAVEMENT OVERLAID w/ MIN OF 3" AC 6" PCC CUTOFF WALL PER DETAILS ON SHEET 20 4"AC OVER 6"CMB OVER COMPACTED FILL 10' FS P E R P L A N 1:1EX.GROUND PLACE COMPACTED FILL @ 3:1 SLOPE FROM EDGE OF BYPASS TO EG. CONCRETE BARRIER (TYPE K) (2.0 % ) 1.0% 1.0% (1) (1) K-RAIL ADJACENT TO TRAFFIC SHALL BE ANCHORED INTO THE PAVEMENT WITH DOWELS ℄ DUNE PALMS ROAD 14'14' ℄ DUNE PALMS BYPASS ℄ BRIDGE CENTERLINE 40.5' 1 ST STAGE OF CONSTRUCTION 60.0' WORK ZONE 2.5' 20' EX.CONC.PAVEMENT REMOVED w/ STAGE 1 CONSTRUCTION EX.GROUND K-RAIL ADJACENT TO TRAFFIC SHALL BE ANCHORED INTO THE PAVEMENT WITH DOWELS RT EOP VERTICAL CURVE DATA BVC STA 17+35.00 G IN BVC EL 61.59 VC LEN 120' EVC STA 18+55.00 EVC EL 53.39 G OUT 8.28% 18+90.00 50.50 170'20+60.00 43.76 0.35% 21+00.00 43.90 150'22+50.00 49.30 6.85% 23+65.00 51.18 130'24+95.00 62.65 1.59% 25+57.00 63.64 100'26+57.00 65.35 1.83% 5.38% 8.28% 0.35% 6.85% 1.59% 11 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CONSTRUCTION BYPASS PHASE 1 PAINT PAVEMENT MARKING OR ARROW AS NOTED. ON PLANS. CALTRANS STRIPING DETAIL PER NUMBER NOTED, PM # LEGEND & CONSTRUCTION NOTES: RS REMOVE AND SALVAGE SIGN & POST (IF APPLICABLE) AS NOTED. E EXISTING TO REMAIN IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE). RP REMOVE ALL EXISTING CONFLICTING TRAFFIC SIGNING & STRIPING, PAVEMENT MARKING OR ARROWS AS NOTED, INCLUDING RAISED PAVEMENT MARKINGS. ANGLE POINT (AP) PROPOSED SIGN (ONE POST) EXISTING SIGN (ONE POST) SALVAGE TO CITY YARD OR DISPOSE PER CITY DIRECTION. RELOCATE EXISTING SIGN TO NEW POST (IF APPLICABLE) RL CONSTRUCTION AREA (WORK ZONE) CONCRETE BARRIER (TYPE K) w/ WARNING FLASHERS TEMPORARY SHORING (LIMITS & METHOD DETERMINED BY CONTRACTOR) CHANGEABLE MESSAGE SIGNCMS MATCHLINE 24+90.00SEE BELOW LEFTMATCHLINE 24+90.00SEE ABOVE RIGHTCORPORATE CENTRE DR WESTWARD HO DRIVE BLACKHAWK WAY HIGHWAY 111 HIGHWAY 111 50 25 50 100 150 SCALE: 1"=50' 0 C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE SCALE 1"=50' SCALE 1"=50' BYPASS SECTION NOT TO SCALE PHASE 1 DETAIL NOT TO SCALE STAGED CONSTRUCTION NOTES: 1.DUNE PALMS ROAD SHALL NOT BE CLOSED FOR MORE THAN TWO (2) CALENDAR DAYS AT A TIME. CONTRACTOR WILL PROVIDE THE CITY WITH TWO (2) WEEKS NOTICE ON ANY FULL CLOSURE OF DUNE PALMS ROAD. 2.STAGING PLANS ARE FOR THE MAJOR CONSTRUCTION STAGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHOD IN CONSTRUCTING THE PROJECT, WITHIN THE PROVIDED STAGING CONCEPT. CONTRACTOR SHALL PREPARE A DETAILED STAGING PLAN THAT INCORPORATES ALL CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT WHICH WILL BE REVIEWED BY THE CITY FOR CONFORMANCE WITH THE OVERALL STAGING CONCEPT. STAGING BY SHALL BE PREPARED BY A CALIFORNIA REGISTERED ENGINEER AND APPROVED BY THE CITY. ADDITIONAL CONSTRUCTION PHASES OUTSIDE OF THE PROVIDED SHALL INCLUDE BUT NOT BE LIMITED TO BYPASS CONSTRUCTION, UTILITY RELOCATIONS (SEWER AND WATER), CORPORATE CENTRE DRIVE RECONSTRUCTION, ETC. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETERMINATION OF THE LIMITS, DESIGN, PLACEMENT, MAINTENANCE AND REMOVAL OF ALL REQUIRED SHORING TO CONSTRUCT THE PROJECT. 4.FOR THE MAJORITY OF THE STAGE 1 CONSTRUCTION, CORPORATE CENTRE SHALL REMAIN OPEN TO TRAFFIC. FOR THE DUNE PALMS ROAD AND CORPORATE CENTRE DR. RECONSTRUCTION, THE CONTRACTOR SHALL CLOSE THE ACCESS TO CORPORATE CENTRE FOR 30 CALENDAR DAYS. 5.CONTRACTOR SHALL COORDINATE WITH THE CITY ON THE LOCATIONS AND THE MESSAGE ON THE CHANGEABLE MESSAGE SIGNS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, REPLACING AND REMOVAL OF ALL DELINEATORS AND K-RAIL BARRIERS, INCLUDING TRAFFIC DAMAGE AND/OR VANDALISM. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND PROVIDING ACCESS INTO THE WORK AREA. 8.CONTRACTOR SHALL PROTECT ALL WORK IN THE CHANNEL, SPECIFICALLY WHEN THE CHANNEL CARRIES STORM WATER. CONTRACTOR SHALL LIMIT THEIR PROTECTION OPERATIONS TO THE LIMITS NOTED ON SHEET 23. 9.THE CONTRACTOR SHALL NOT STORE EQUIPMENT OR MATERIALS WITHIN THE CHANNEL (BANK TO BANK) IN ACCORDANCE WITH THE CVWD CONSTRUCTION PERMIT. 10.FOR THE BYPASS EMBANKMENT, THE CONTRACTOR MAY UTILIZE EXISTING ON SITE CHANNEL MATERIAL, IF DEEMED ACCEPTABLE FOR UNCLASSIFIED FILL. IF CHANNEL MATERIAL IS USED FOR THE BYPASS, UPON REMOVAL, THE CONTRACTOR SHALL EVENLY SPREAD THE CLEAN MATERIAL WITHIN THE CHANNEL AS APPROVED BY CVWD AND THE CITY. 11.FOLLOWING COMPLETION OF PHASE 1 CONSTRUCTION OPERATIONS AND RELOCATION OF TRAFFIC PER PHASE 2 BYPASS PLANS, THE CONTRACTOR SHALL REMOVE THE BYPASS ROAD AND ALL CONCRETE CUT OFF WALLS. SAID WORK SHALL BE INCIDENTAL TO THE INSTALLATION OF THE BYPASS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFORE. DUNE PALMS ROAD DUNE PALMS ROAD SEE SHEET 12 FOR SIGN LEGEND TYPE 3 BARRICADE ELEVATIONS NOTED HEREON ARE AS FOLLOWS: EG - EXISTING GND/SURAFCE @ EOP FS - FINISHED SURFACE OF BYPASS SURFACE PS - PROPOSED SURFACE OF FINAL ROADWAY ELEVATION NOTE: DUE TO CHANGING CONDITIONS WITHIN THE CHANNEL THROUGH ONGOING MAINTENANCE AND/OR STORM EVENTS, THE DOWNSTREAM EG ELEVATIONS WILL BE DIFFERENT FROM THOSE NOTED HEREON. CHANNEL ELEVATIONS: 06/23/2021 12+00 13+00 14+0011+00 15+00 16+0010+00 24+0023+0018+00 21+0019+00 22+0020+0017+00 MHAHEA D AHEA D SIGN A L SIGN AL STOPSTOPSTOPMHMHMHMHMH4 10 11 12 13 5 6 7 8 9 14 CVSCAPN 600-010-009 CVWD R/W R/W R/W R/W R/W R/W R/W R/W APN 600-010-009 CVWD CVSC CENTERLINE CVSC CENTERLINETCESL ESMT SL ESMTCVSC R/W "K" RAIL 14' 14' BYPASS 14' 14' CVSC R/W CVSC R/W 22 27B 21 21 IS W20-1 IS W20-2 E W9-1 W4-2 E R8-3 IS W1-4(R) W13-1P(25) IS R2-1(25) G20-5aP R3-1(X2) IS IS G20-5aP CMSCMSCMS R2-1(25)IS W1-4(R) IS G20-2 E RP BEGIN RP W13-1P(25) "K" RAIL HIGH SCHOOL APN 600-010- 0 0 4 LA QUINTA APN 600-030-0 1 0 DUNE PALMS MOB I L E E S T A T E S CVSC R/W 22 EDGE STAGE 1 BRIDGE R2-1(25) G20-5aP 21 E RP IS W1-4(R) W13-1P(25) CHANNELIZERS @ 25' O.C. RPBEGIN RP END 1 2 3 4 (500 FT) 25+00 26+00 34+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 35+00 36+00MH MHMHMHMHMHMHMHMHMH2 3 30 OFFICE MHBIKELANEBIKELANEBIKELANE16 1715 18 APN 600-030- 0 1 0 APN 600-030-021 LA QUINTA H O U S I N G AUTHORITY APN 600-030-019 KINGDOM HALL JEHOVAH'S WITN E S S E S R/W R/W R/W R/W R/W LA QUINTA HIGH S C H O O L APN 600-010-004 DUNE PALMS MOB I L E E S T A T E S 14' 14' 27B 21 "K" RAIL IS W20-1 IS E E SR4-1ER26(CA) ER26(CA) E R26(CA) E R26(CA) ER26(CA) IS G20-2 CMSCMS 22 22 R2-1(25) G20-5aP IS R2-1(25) G20-5aP IS R2-1(25) G20-5aP 5 6 7 IS R9-9 ON TYPE 3 BARRICADE IS R11-2 ON TYPE 3 BARRICADE E R1-1 R3-2 IS R3-2 ℄ DUNE PALMS ROAD ℄ BRIDGE CENTERLINE 14'14'7.17' 40.5' COMPLETED 1 ST STAGE OF CONSTRUCTION 45.5' 2 ND STAGE OF CONSTRUCTION WORK ZONE 3.83' GRADED CHANNEL BOTTOM CONCRETE BARRIER (TYPE K) CLOSURE POUR & RAISED MEDIAN CENTERLINE DATA NO BEARING/DELTA RADIUS LENGTH 1 Δ=07°48'07"250.00'34.04' 2 N 07°57'59" W --98.50' 3 Δ=07°48'07"250.00'34.04' 4 N 00°09'52" W --1167.27' 5 Δ=08°54'29"250.00'38.87' 6 N 08°44'37" E --77.29' 7 Δ=08°54'29"250.00'38.87' 14'14' ℄ DUNE PALMS BYPASS PHASE 2 PHASE 1 SHORING MAX HT ±8.3' PHASE 1 BYAPSS 12 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CONSTRUCTION BYPASS PHASE 2 C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: DATE APPR. DWG. No. DATE SCALE 1"=50' 50 25 50 100 150 SCALE: 1"=50' 0 PAINT PAVEMENT MARKING OR ARROW AS NOTED. ON PLANS. CALTRANS STRIPING DETAIL PER NUMBER NOTED, PM # LEGEND & CONSTRUCTION NOTES: RS REMOVE AND SALVAGE SIGN & POST (IF APPLICABLE) AS NOTED. E EXISTING TO REMAIN IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE). RP REMOVE ALL EXISTING CONFLICTING TRAFFIC SIGNING & STRIPING, PAVEMENT MARKING OR ARROWS AS NOTED, INCLUDING RAISED PAVEMENT MARKINGS. ANGLE POINT (AP) PROPOSED SIGN (ONE POST) EXISTING SIGN (ONE POST) SALVAGE TO CITY YARD OR DISPOSE PER CITY DIRECTION. RELOCATE EXISTING SIGN TO NEW POST (IF APPLICABLE) RL CONSTRUCTION AREA (WORK ZONE) CONCRETE BARRIER (TYPE K) w/ WARNING FLASHERS CHANGEABLE MESSAGE SIGNCMS CORPORATE CENTRE DR WESTWARD HO DRIVE BLACKHAWK WAY HIGHWAY 111 HIGHWAY 111 MATCHLINE 24+90.00SEE BELOW LEFTMATCHLINE 24+90.00SEE ABOVE RIGHTPHASE 2 DETAIL (BRIDGE) NOT TO SCALE DUNE PALMS ROAD DUNE PALMS ROAD CHANNELIZER (SURFACE MOUNTED) STAGED CONSTRUCTION NOTES: 1.DUNE PALMS ROAD SHALL NOT BE CLOSED FOR MORE THAN TWO (2) CALENDAR DAYS AT A TIME. CONTRACTOR WILL PROVIDE THE CITY WITH TWO (2) WEEKS NOTICE ON ANY FULL CLOSURE OF DUNE PALMS ROAD. 2.ALL CONFLICTING SIGNING AND STRIPING FROM STAGE 1 SHALL BE REMOVED AND/OR RELOCATED. 3.STAGING PLANS PROVIDED HEREIN ARE FOR THE MAJOR CONSTRUCTION STAGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHOD IN CONSTRUCTING THE PROJECT, WITHIN THE PROVIDED STAGING CONCEPT. CONTRACTOR SHALL PREPARE A DETAILED STAGING PLAN THAT INCORPORATES ALL CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT WHICH WILL BE REVIEWED BY THE CITY FOR CONFORMANCE WITH THE OVERALL STAGING CONCEPT. STAGING BY SHALL BE PREPARED BY A CALIFORNIA REGISTERED ENGINEER AND APPROVED BY THE CITY. ADDITIONAL CONSTRUCTION PHASES OUTSIDE OF THE PROVIDED SHALL INCLUDE BUT NOT BE LIMITED TO TRAFFIC SWITCHING BETWEEN PHASES, BYPASS REMOVAL, UTILITY RELOCATIONS, MOBILE HOME PARK ENTRANCE RECONSTRUCTION, ETC. 4.WITHIN 60 CALENDAR DAYS OF INITIATING PHASE 2 OPERATIONS THE CONTRACTOR SHALL HAVE A SECOND ACCESS POINT INTO THE MOBILE HOME PARK OPEN FOR USE. 5.CONTRACTOR SHALL COORDINATE WITH THE CITY ON THE LOCATIONS AND THE MESSAGE ON THE CHANGEABLE MESSAGE SIGNS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, REPLACING AND REMOVAL OF ALL DELINEATORS AND K-RAIL BARRIERS, INCLUDING TRAFFIC DAMAGE AND/OR VANDALISM. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND PROVIDING ACCESS INTO THE WORK AREA. 8.CONTRACTOR SHALL PROTECT ALL WORK IN THE CHANNEL, SPECIFICALLY WHEN THE CHANNEL CARRIES STORM WATER. CONTRACTOR SHALL LIMIT THEIR PROTECTION OPERATIONS TO THE LIMITS NOTED ON SHEET 23. 9.THE CONTRACTOR SHALL NOT STORE EQUIPMENT OR MATERIALS WITHIN THE CHANNEL (BANK TO BANK) IN ACCORDANCE WITH THE CVWD CONSTRUCTION PERMIT. 10.FOR THE BYPASS EMBANKMENT, THE CONTRACTOR MAY UTILIZE EXISTING ON SITE CHANNEL MATERIAL, IF DEEMED ACCEPTABLE FOR UNCLASSIFIED FILL. IF CHANNEL MATERIAL IS USED FOR THE BYPASS, UPON REMOVAL, THE CONTRACTOR SHALL EVENLY SPREAD THE CLEAN MATERIAL WITHIN THE CHANNEL AS APPROVED BY CVWD AND THE CITY. 11. FOLLOWING COMPLETION OF PHASE 1 CONSTRUCTION OPERATIONS AND RELOCATION OF TRAFFIC PER PHASE 2 BYPASS PLANS, THE CONTRACTOR SHALL REMOVE THE BYPASS ROAD AND ALL CONCRETE CUT OFF WALLS. SAID WORK SHALL BE INCIDENTAL TO THE INSTALLATION OF THE BYPASS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFORE. R26(CA) STOPPING ANY TIME NO SIGN LEGEND STOP 12"x18"30"x30" SPEEDLIMIT25 30"x36"24"x24" SPEEDLIMIT25 SCHOOL WHEN CHILDREN ARE PRESENT S5-1 24"x48" R1-1 R2-1 R3-1 24"x24" R5-2 24"x24" R8-3 CLOSED SIDEWALK 24"x12" R9-9 W1-4R 36"x36" W1-4L 36"x36" M.P.H. 25 24"x24" W13-1P W20-1 36"x36" STREETWORKXXX FT W20-2 36"x36" DETOURAHEAD S1-1 36"x36" ROAD WORK END 36"x18" G20-2 WORK ZONE 30"x24" G20-5AP TYPE 3 BARRICADE CLOSED ROAD 48"x30" R11-2 24"x24" R3-2 PHASE 2 DETAIL (ROADWAY) NOT TO SCALE 06/23/2021 MHMH12+00 13+00 14+0011+00 15+00 16+0010+00 18+00 19+00 20+0017+00 6"WHITE CHEVRON, 10' O.C. 12 12 12 12 12 CVSCAPN 600-010-0 0 9 CVWD JOIN EX. 12+78.0 RT 29 25 25 R/W R/W R/W R/W R/W R/W R/W 38 39 39 39 39 39 AP END 18+16.00 RP RP 11' 12' 11' 5' 11' 15' 12 RS W9-1R RS R5-2 RS R7-2 RS W4-2 RS R2-1(45) R3-1(L)x2 RS R5-2 RS R7-2 RS R7-2 RS RS R2-1(45) S5-2 RS IS W14-1A W14-2 R26(S)(CA)E R3-7E R3-7 IS R7-9A IS R7-9A IS W1-7 IS IS IS R4-7 OM1-3 APN 600-010-009 CVWD CVSC R/W 11' 12' 12' 11' 8' 8' SR4-1(CA) RS IS R1-1 IS RS SPECIAL RS RE PM RE PM RE PM RE PM RE 12 RE 12 RE DETAIL "A" RE 38 RE 29 RE 29 RE DETAIL "A" SL ESMT SL ESMTTCESL ESMT RE PM "SIGNAL AHEAD" 39A W11-1 W16-1P CVSC R/W RE PM MHMHMHMHMHMH2 30 BIKELANEMH24+00 25+00 26+00 27+00 28+00 29+00 30+0023+0021+00 22+00 APN 600-0 3 0 - 0 1 0 DUNE PALMS M O B I L E E S T A T E S BL CVSCAPN 600-010- 0 0 9 CVWD BIKELANEBIKELANEBIKELANEBIKELANEBIKELANEJOIN EX. 28+57.0 RT 12 12 12 12 12 12 12 APN 600-010-00 9 CVWD 25 25 25 25 25 25 25 R/W R/W R/W R/W 39 39 39 39 39 25 38 11' 11' 11' 11' 11' 8' 8' 11' 12' 12' 11' 8' 8' BL BL BL R26(S)(CA) IS IS R7-9A IS IS IS IS ISTYPE K-2 R6-1 IS R6-1 IS R6-1 IS R6-1 IS IS R1-1 CVSC CENTERLINE CVSC CENTERLINE R7-9A IS IS R1-1 R26(CA)E RS R26(CA) RS LA QUINTA HIG H S C H O O L APN 600-01 0 - 0 0 4 R26(CA) RPBEGIN RPBEGIN RE 12 RE 39 RE PM RP RP 8.5 ' 8.5 ' TYPE K-2 TYPE K-2 TYPE K-2 R26(S)(CA) R7-9A E R5-1 IS R5-1 CVSC R/W CVSC R/W R1-1 E R3-2 PM PM END PM MHMHMHMHMHBIKELANEBIKELANE34+0031+00 32+00 33+00 35+00 36+00 APN 600-030-02 1 LA QUINTA HO U S I N G AUTHORITY R/W R3-7 R/W R26S LA QUINTA HIG H S C H O O L APN 600-01 0 - 0 0 4 12' 11' 6' 11' 12' R3-7 14' R26S E SR4-1(CA) 11' CITY OF LA QU I N T A CITY OF INDIO APN 600-030-019 KINGDOM HA L L JEHOVAH'S W I T N E S S E SBIKELANE BIKELANEBIKELANEBIKELANE12 CITY OF LA QUI N T A 25 25 25 R/W R/W R/W ℄ ℄ 38 11' 8' 11' 11' 11' 11' 11' 8' 8' BL BL 39 39 PMDETAIL "A" E E E E IS R4-7 OM1-3 R6-1 IS R6-1IS E 11' 10' 13' 5' 14' 11' RE 12 RE 12 RE 39A RE 39A RE 39 RE PM RE PM RE PM REDETAIL "A" RE 38 RP END RP RPGORE STRIPING RP GORE STRIPING RP RP R26S R7-9A E W3-3 E PM PM 13 SIGNING & STRIPING PLAN 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 DUNE PALMS ROAD 04020 40 80 120 SCALE: 1"=40' 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 4. PAVEMENT LEGENDS SHALL MATCH CITY-OWNED STENCILS. CALL CITY MAINTENANCE MANAGER AT (760) 777- 7052 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. 5. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPOXY ADHESIVE FOR PAVEMENT MARKERS. 6.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. 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY GRINDING. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY CITY ENGINEER. 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE GRINDING OR SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE GRINDING OR SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWER VACUUM. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M #1160 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE NOTED. 11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 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. 12. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN STEEL SLEEVES TO FACILITATE REPLACEMENT; WOOD POSTS, IF APPROVED BY CITY ENGINEER, SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS AROUND THE POST. SIGNING & STRIPING NOTES PAINT PAVEMENT MARKING OR ARROW AS NOTED. ON PLANS. CALTRANS STRIPING DETAIL PER NUMBER NOTED, PM # STRIPING LEGEND & CONSTRUCTION NOTES: RS REMOVE AND SALVAGE SIGN & POST (IF APPLICABLE) AS NOTED. E EXISTING TO REMAIN. IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE). RP REMOVE ALL EXISTING CONFLICTING TRAFFIC SIGNING & STRIPING, PAVEMENT MARKING OR ARROWS AS NOTED, INCLUDING RAISED PAVEMENT MARKINGS. ANGLE POINT (AP) PROPOSED SIGN (ONE POST) EXISTING SIGN (ONE POST) DETAIL "A"2"25' (TYP) RIGHT LANE TURN RIGHT MUST R3-7 LANEBIKE R7-9A R26(CA) STOPPINGANYTIME NOP STRIPING NOTES 4" SKIP WHITE LINE W/ RPM'S12 6" DASHED WHITE LINE (BIKE LANE) 8" SOLID WHITE CHANNELIZING LINE W/ RPM'S38 6" SOLID WHITE BIKE LANE LINE39 4" DOUBLE YELLOW SOLID LINE W/ RPM'S29 39A SIGN LEGEND SALVAGE TO CITY YARD OR DISPOSE PER CITY DIRECTION. REFRESH PAVEMENT MARKING/STIPE W/ 1 COAT OF PAINT RE BL PAINT WHITE "BIKE" & "LANE", "HELMETED BIKE RIDER" SYMBOL, & SMALL BIKE LANE ARROW PER CALTRANS STD. PLANS A24A, A24C, & A24D, LOCATED PER MUTCD FIG. 9C-3 DETAIL C. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND 3.5' X 37.0' STOP BD PAINT WHITE "HELMETED BIKE RIDER" SYMBOL PER CALTRANS STD. PLAN A24C, CENTERED ON GREEN RECTANGULAR BACKGROUND. 36"x36"12"x18"12"x18"30"x30" 100' 4" WHITE R1-1 SCALE: 1"=40' CORPORATE CENTRE DR SCALE: 1"=40' SCALE: 1"=40' WESTWARD HO DRIVE BLACKHAWK WAY MATCHLINE 20+25.00SEE BELOW LEFTMATCHLINE 30+25.00SEE BELOW LEFTMATCHLINE 20+25.00SEE ABOVE RIGHTMATCHLINE 30+25.00SEE ABOVE RIGHTDUNE PALMS ROAD DUNE PALMS ROAD SPEEDLIMIT45 30"x36" R2-1 24"x24" R3-2 DO NOT ENTER 30"x30" R5-1 ONE WAY 36"x18" R6-1 W1-7 48"x24" W14-2 30"x30" NO OUTLET SPEEDLIMIT25 SCHOOL WHEN CHILDREN ARE PRESENT SR4-1(CA) 24"x48" S5-3 24"x30" END SCHOOL SPEED LIMIT HIGHWAY 111 HIGHWAY 111 BIKE LANE DETAILBIKELANE GREEN PAINT 37' 4" SOLID YELLOW LINE W/ RPM'S25 W11-1 36"x36" W16-1P SHARE THE ROAD 18"x24" 06/23/2021 IF THE SLURRY SEAL CONSTRUCTION OPERATION IS ADDED TO THE OVERALL PROEJCT CONTRACT, THE CONTRACTOR SHALL GRIND OFF ALL STRIPING PRIOR TO APPLICATION OF THE SLURRY SEAL MATERIAL AND ALL STRIPING SHALL HAVE TWO COATS. ADDITIVE ALTERNATE NOTE: SSS S S S S S SSS S S SEOHEOHRWRWRWW W W WWW W W W W W WSDSDSDSDSDSDSDSDSDSD GAS GAS GAS GAS GASMHMHMHMH24+00 25+00 26+0023+00 CVSCAPN 600-010-004 LA QUINTA HIGH S C H O O L 30 31 30 31 1 R/W 1 FENCE(CL) R/W FENCE(CL) LAT"C" 37 41 41 RET.WALL SEE SHEET 14 PR.C&G PR.MED PR.MED PR.C&G 3 4 OUTLET "A" 42" OUTLET STRUCT. CVSC STA. 1280+62.60 OUTLET ELEV 49.90 32 76REMOVED 76RELOCATED 48 CVSC R/W APN 600-010- 0 0 9 CVWD 80 R/W 49 RAISE 7.0' 67 42",L=6' 33 MH #1 ST STA 24+67.33 LAT"D" 20+66.66 LAT"C" 30+06.63 RIM 63.98 LAT"D" 76A/V CB #4ST STA 24+78.27SD STA 20+00.00 CB, W=14'H=3.50'CB #3ST STA 24+73.85SD STA 30+00.00 CB, W=14'H=3.50'26 26 26 CVSC R/W APN 600-030-010 DUNE PALMS MOBI L E E S T A T E S RIM 64.57 RIM 58.05 SD LINE DATA TABLE DELTA/BRG RADIUS LENGTH REMARKTANGENT 1 N89°50'08"E --67.67'--24" HDPE SD 2 N15°55'55"E --86.50'--24" HDPE SD 3 N70°55'57"W --5.63'--24" HDPE SD 4 N80°22'21"E --65.66'--24" HDPE SD APN 600-390 - 0 3 3 J PAUL BUILDING APN 600-030-018 DWGC1, LLC R/W R/W 49'10'TCE30 34 30 31 CVSCAPN 600-010-00 9 CVWD APN 600-010-00 9 CVWD32'35 36 LAT"A"44'53'LAT"B" 34 41 41 39.67'CB #2ST STA 17+96.65SD STA 10+75.67 CB, W=7'H=3.92'CB #1ST STA 17+96.65SD STA 10+00.00 CB, W=7'H=3.50'2 1 40 OUTLET "B" 18" OUTLET STRUCT. CVSC STA. 1279+45.10 SD STA. 10+00.00 ELEV. 43.03 JOIN EX.18" SD PIPE OUTLET "B" 76 RELOCATED 76 REMOVED CVSC R/W 67 24" OUTLET STRUCT. CVSC STA. 1277+94.40 SD STA. 11+64.17 ELEV. 42.24 12 13 18",L=40'10+02.0061.34 INV.24" HDPEST STA 17+96.65LAT "A" 10+00.00TC 65.34W=7', H=3.50'ST STA 17+96.65LAT "A" 10+75.67TC 65.40W=7', H=3.92'10+73.6760.98 INV.10+77.6760.48 INV.S= 0. 0 0 5 71.67'CB #1CB #210+40.00 XING (EX.18" WM) PROTECT IN PLACE DUNE PALMS ROAD CB #2 10+75.67 BOTTOM INV. 50.48 LA T " A " 10+57.15 XING (EX.8" SWR) PROTECT IN PLACE 31 34 N-12 WT JTS 10+77.6753.11 INV.87.28'10+73.6760.98 INV.10+83.62 XING (EX.12" SWR) ~1.10' CLEAR PROTECT IN PLACE ST STA 17+96.65LAT "A" 10+75.67TC 65.40W=7', H=3.92'CB #2CB #2 10+75.67 BOTTOM INV. 43.11 LAT "B"11+64.1742.82 INV.24" OUTLET STRUCT. CVSC STA. 1277+94.40 ELEV. 42.24S=0.145CONC. COLLAR 11+48.11 AP INV. 42.90 S=0.005 10+99.96 XING PR.18" WM SEE WATER RELOCATION PLANS FOR DETAILS 23 22 36 34 RETAINING WALL PER BRIDGE PLANS 24" HDPE N-12 WT JTS 100-YR WSE 57.09 ST STA 24+78.27LAT "C" 20+00.00TC 64.03W=7', H=3.50'ST STA 24+73.85LAT "C" 30+00.00TC 64.21W=14', H=3.50'65.7'CB #4CB #3 DUNE PALMS ROAD 20+32.20 XING (EX.18" WM) PROTECT IN PLACE PLACE V-BIO WRAP 10' 20+46.08 XING (EX.12" SWR) PROTECT IN PLACEST STA 24+67.33LAT "D" 20+66.66 =LAT "C" 30+06.63RIM 63.98MH #120+65.6659.87 INV.20+00.00 60.53 INV. LA T " D " S= 0 . 0 1 0 30+00.0060.69 INV.30+05.6360.61 INV.LAT "C" 24" HDPE, N-12 WT JTS L= 5.6', S=0.015 20+25.12 XING (EX.4" GAS) PROTECT IN PLACE EX. 42" RCP BOT INV. ~(51.33) 31 31 33 NORTH & SOUTH OF XING 24" HDPE N-12 WT JTS RETAINING WALL SEE SHEET 15 18" OUTLET STRUCT. CVSC STA. 1277+45.10 SD STA. 10+00.00 ELEV. 43.03 CONC. COLLAR 10+26.00 AP INV. 44.33 JOIN EX. SD CONC. COLLAR 10+54.05 AP INV. (58.05)S=0.05018" HDPE N-12 31.2' 18" HDPE 26.0' 23 22 67 35 38 38 L=40.0'(18") RETAINING WALL PER BRIDGE PLANS EX. BLOCK WALL WT JTS S=0.4733N-12 WT JTS 100-YR WSE 57.09 04020 40 80 120 SCALE: 1"=40' SCALE: 1"=40' PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 14 STORM DRAIN PLAN 1110 50 - 60 - CONSTRUCTION NOTES 1 PROTECT IN PLACE 12 REMOVE SD OUTLET STRUCTURE 13 REMOVE SD OUTLET GRATE 26 CONSTRUCT 6' (TALL) GARDEN WALL, PER SPPWC STD 601-4, TYPE 1, DBL REIN. 30 CONSTRUCT LOCAL DEPRESSION PER RCTD STD 311, CASE C (SUMP) 31 CONSTRUCT CATCH BASIN PER COLQ STD. 200 & 300 32 RECONSTRUCT TO GRADE, STORM DRAIN MANHOLE FRAME & COVER, w/ CONC. COLLAR 33 CONSTRUCT MH NO. 2 PER RCFC&WCD STD MH252 34 CONSTRUCT COMBO CB/DRYWELL SYSTEM "A" PER DETAIL ON SHEET 3 35 CONSTRUCT 18" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 36 CONSTRUCT 24" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 37 CONSTRUCT 42" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 40 18" HDPE, N-12 WT JT SD PIPE 41 24" HDPE, N-12 WT JT SD PIPE 48 12" ARTIUM GRATE PER DETAIL ON SHEET 16 49 6" PVC (SCHEDULE 40) STORM DRAIN PIPE 67 REMOVE RCP STORM DRAIN PIPE 76 RELOCATE WATER MAIN PER WATER PLAN 80 ADJUST TO GRADE, SD MANHOLE FRAME & COVER, w/ CONC. MH COLLAR 50 - 60 - DUNE PALMS ROAD LATERAL A & B, AND OUTLET "B"DUNE PALMS ROAD LATERAL C & D 20 LATERAL A LATERAL B 40 - LATERALS C & D 50 - 60 - 40 - OUTLET "B" 30 06/2021 C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE 50 - 60 - SCALE: 1"=40' 40 - 10 FOR ALL WATER MAIN PIPE CROSSINGS, BOTH EXISTING AND RELOCATED WATER PIPE, THE CONTRACTOR SHALL CENTER A 20' LENGTH OF STORM DRAIN PIPE OVER THE WATER MAIN, TO ENSURE THE JOINTS ARE LOCATED APPROXIMATELY 10' AWAY FROM THE WATER MAIN. WATER MAIN XING NOTE: 06/23/2021 SEE SHEET 26 FOR ADDITIONAL DETAILS ON THE SECONDARY TRAIL. SECONDARY TRAIL NOTE: MHMH11+0010+0012+00 24+00 25+00 26+0012+50.00TW 65.25TF 60.87TF 62.3712+10.00TW 64.89TF 59.37TF 60.8711+60.00TW 64.67TF 57.87TF 59.3711+16.00TW 64.71TF 56.37TF 57.87SSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSS SSSRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO FO FO FO FO BEG WALL 9+88.00 TW 60.55 TF 57.87 10+23.00 GB TW 64.75 23+78.10 DPRD 10+50.00 AP,GB TW 65.00 TF 56.37 DUNE PALMS ROAD 44'38'44'30'6'1 CHAIN LINK FENCE 1 25 47 25 47 25 47 25 47 PR.C&G PR.C&G PR.CB PR.MEDIANPR.MEDIAN CVSC R/W PR.MEDIAN R/W R/W R/W ℄ ℄ APN 600-010-004 LA QUINTA HIG H S C H O O L 46 1 2 EX.42" RCP SD RELOCATED SEWER PER RELOCATION PLAN EX.18" SEWER 47 SEE BRIDGE PLANS FOR WALL DETAILS 48 49 81 81 81 81 CHAIN LINK FENCE 32 54 57 10+16.00 TW 63.79 TF 57.87 TF 56.37 L=28' 34 ' T=6" RIM 58.05 END WALL26+13.65 DPR STA12+90.00TW 65.80TF 62.3710+38.00 WIDENED FOOTING SEE DETAIL HEREON POR OF 230' VC PVI @ 11+92.24 EL = 64.20 BEG WALL9+88.00TW 60.5510+23.00 GBTW 64.7523+77.65 DRR 10+50.00 AP,GBTW 65.0024+05.00 DPR10+77.35 BVCTW 64.9124+73.85 DPR11+46.16 LPTW 64.65END WALL26+14.00 DPR12+90.00TW 65.809+88.00TF 57.8710+16.00TF 56.3711+16.00TF 56.3711+60.00TF 57.8712+10.00TF 59.3712+50.00TF 60.8712+90.00TF 62.37TOP PIPE ~50.48 42" RCP SD FS SIDEWALK ADJ TO WALL FS WEST SIDE OF WALL FS NORTH SIDE OF WALL FS RAMP ADJ TO WALL TOP FOOTING TOP FOOTING TOP 24" RCP SD @ RET. WALL STA 11+36.0 ~53.1 INLET GRATE CONNECT TO SD MANHOLE PER SHEET 14 12" SEWER 18" SEWER RETAINING WALL TABLE NO BEARING/DELTA RADIUS LENGTH NOTE 1 N 71°20'45" W --62.00'SOUTH FACE OF WALL 2 N 00°10'01" W --236.00'EAST FACE OF WALL WIDENED FOOTING DETAIL NOT TO SCALE 11'-0" 2'-3" 8'-9" d SHORT c VERTICAL 3'-8" c DESIGN HFG #5 @ 18" CONSTRUCTION JOINT LOL 3" CLEAR 2" CLEAR OPTIONAL KEY 2" CLEAR 2" CLEAR EXPOSED FACE #5 @ 16" #4 @ 16" R=9" 8" 16" 1'-0"8"1'-0" 2" CLEAR FG LOL 32 1/2" EXPANSION JOINT FILLER 25 2' SCALE: 1"=20' 15 RETAINING WALL PLAN PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 20 10 20 40 60 SCALE: 1"=20' 0 - 65 -60 10+00 10+50 11+00 11+50 12+00 12+50 -55 65 - 60 - 55 - CONSTRUCTION NOTES 1 PROTECT IN PLACE 25 CONSTRUCT RETAINING WALL (TYPE 1A) PER CALTRANS STD PLAN B3-3A 32 RECONSTRUCT TO GRADE, STORM DRAIN MANHOLE FRAME & COVER, w/ CONC. COLLAR 46 METAL GATE ASSEMBLY PER DETAIL ON SHEET 16 47 METAL FENCING (RETAINING WALL) PER DETAIL ON SHEET 16 48 12" ARTIUM GRATE PER DETAIL ON SHEET 16 49 6" PVC (SCHEDULE 40) STORM DRAIN PIPE 54 CRUSHED MISC. BASE (THICKNESS PER PLAN) 57 CONSTRUCT 8" CONC. OVER 6" CMB 81 4" THICK STABILIZED DECOMPOSED GRANITE, PER DETAIL ON SHEET 27 -5050 - 06/2021 CONTRACTOR SHALL PLACE DECOMPOSED GRANITE (DG) BETWEEN THE FACE OF THE RETAINING WALL TO THE RIGHT OF WAY LINE. AREA SHALL BE GRADED WITH A SWALE IN THE MIDDLE SPACE AND DIRECT DRAINAGE TO THE NOTED INLET. DECOMPOSED GRANITE NOTE: H = 8'H = 4'H = 6' 40.0'90.0'44.0' H = 6' 28.0' H = 10' 100.0' 06/23/2021 CONTRACTOR MAY TEMPORARILY REMOVE EXISTING CHAIN LINK FENCE AND PLACE TEMPORARY FENCE IF NECESSARY FOR CONSTRUCTION OF RETAINING WALL. REMOVAL AND FURNISHING OF TEMPORARY FENCE SHALL BE INCIDENTAL TO THE INSTALLATION OF THE RETAINING WALL. SCHOOL CHAIN LINK FENCE WEEP HOLE W/ PERVIOUS BACKFILL OR 6" GEOTEXTILE WRAPPED PERFORATED PVC PIPE PER CALTRANS STANDARD PLAN BO-3 25 48 49 CONC.COLLAR PER DETAIL HEREON. TYPICAL INLET DETAIL NOT TO SCALE48 CONC. COLLAR DETAIL NOT TO SCALE 2' 3" 2" 5"1'-4" 2" 1" 8" 25 SECTION VIEW NOT TO SCALE 2' 25 PLAN VIEW NOT TO SCALE3"2'1'-4"3"2"2"FL OFSWALE4'-9" 2'-3" 2'-6" 4" 10'-0"10'-0" 4" 1" GAP SEE BRIDGE PLAN SHEET B21 FOR ADDITIONAL DETAILS TOP OF FINISHED SURFACE DATUM = 0'-0" +8'-6" +7'-6" 3" GAP 1 2 "∅ x18"x3" GATE RETAINING DEVICE (x2) 1"∅ x42"(x4) ANCHOR BOLTS LOCKING DEVICE. LOCK PROVIDED BY OTHERS 18"∅ x6'-0" CIDH PILE FOUNDATION SEE BASE PLATE AND ANCHOR DETAILS HEREON ANTECH LARGE STANDARD HINGE ITEM #2000 OR APPROVED EQUAL (4 TOTAL) FENCING/GATE COLOR FENCING SHALL BE PAINTED A NATURAL RUST COLOR, PER THE SPECIFICATIONS AND APPROVED BY THE CITY PRIOR TO APPLICATION. GATE TO OPEN AWAY FROM THE STREET SEE BRIDGE PLAN SHEET B21 FOR ADDITIONAL DETAILS 8' PANEL (TYP) 4'-9" 2'-3" 1'-9" 3" BACK OF WALK TOP OF RETAINING WALL, MIN. 0.5' ABOVE BACK OF WALK 3" GAP SEE POST DETAIL HEREON BACK OF WALK METAL FENCE DETAILS NOT TO SCALE47 METAL GATE ASSEMBLY NOT TO SCALE ℄5'-0" (MAX)B B 1'-0"MINIMUMEMBEDMENT3 1 2 "∅ FORMED OR CORED HOLE FILLED WITH NON-SHRINK GROUT POR-ROK OR EQUAL CAST IN PLACE WALL PER CALTRANS STD. PLAN B3-1 FENCE POST 2" SQUARE POST @ 8' O.C. RETAINING WALL FENCE POST DETAIL NOT TO SCALE 3 1 2 "∅ FORMED OR CORED HOLE FILLED WITH NON-SHRINK GROUT POR-ROK OR EQUAL CAST IN PLACE WALL PER CALTRANS STD. PLAN B3-1 FENCE POST 2" SQUARE POST @ 8' O.C. SECTION B-B NOT TO SCALE#3 TIES @ 6" OR #3 SPIRAL @ 6" PITCH w/18" LAP AT SLICE AND 135° HOOK @ TERMINATIONS NON-SHRINK GROUT, 1 1 2 " GAP 2"CLR #6, 10 TOTAL CIDH FOUNDATION NOT TO SCALE PLAN VIEW NOT TO SCALE DETAIL A NOT TO SCALE ELEVATION BASED PLACE & ANCHORAGE DETAILS NOT TO SCALE TACK WELD 1"x 1 4 " BACKING BAR 3 8 " THICK WALL (POST) 1" BASE PLATE BOLT DIA + 1 8 " AXIS OF GATE 8" DIA (BOLT CIRCLE) 57" GATE POSTS TS 5"x5"x 3 8 "14" SQUARE 3'-6"6'-0"2" 3" 3" 6" (TYP) 57" GATE POSTS TS 5"x5"x 3 8 " 1" BASE PLATE DETAIL A FINISHED GRADE (4) 1"∅ 42" LONG ANCHOR BOLTS w/ HEX NUT, LEVELING NUT & 2 WASHERS 1"∅ RECEIVING BORE IN CONCRETE METAL GATE ASSEMBLY DETAIL NOT TO SCALE46 INLET DRAIN NOT TO SCALEMETAL FENCE - RETAINING WALL NOT TO SCALE METAL RAILING (CV LINK TRAIL) DETAILS NOT TO SCALE56 END POST ASSEMBLY SEE DETAIL HEREON SURFACE MOUNT: 4 HIT-HY 200 + HAS-R 316 - 7/8" EMBEDMENT DEPTH = 9" SURFACE MOUNT: 6 HIT-HY 200 + HAS-R 316 - 7/8" EMBEDMENT DEPTH = 9" 3/4" MIN GROUT AT POST C/L NOTES: 1.RAILING SYSTEM SHALL BE CUSTOM FABRICATED AND CONSISTS OF WELDED AND MECHANICALLY FASTENED PIECES. 2.PROVIDE FULL SHOP DRAWINGS PRIOR TO FABRICATION OF ALL COMPONENTS. DRAWINGS SHALL INCLUDE ALL REQUIRED MOUNTING HARDWARE FOR A COMPLETE RAILING SYSTEM WHETHER SHOWN OR NOT ON THESE DRAWINGS. 3.SHOP DRAWINGS SHALL INCLUDE INSTRUCTIONS FOR PROPER FIELD INSTALLATION. 4.ALL POSTS SHALL BE INSTALLED PERPENDICULAR TO MATCH RUNNING SLOPE OF PATH AND GROUTED TO VERTICAL IN RESPECT TO PATH CROSS SLOPE. 5.CABLES SHALL BE 316L MARINE GRADE STAINLESS STEEL. MAXIMUM CABLE LENGTH PER INDUSTRY STANDARDS. 6.CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. 7.ALL HARDWARE SHALL BE VANDAL AND THEFT RESISTANT. PAINT SCHEDULE: 1.SEE SHEET 30 FOR POST ASSEMBLY PAINT SCHEDULE. 2.ALL TOP RAILS SHALL BE GALVANIZED AND POWDER COATED [WHITE]. 3.CABLES AND CABLE HARDWARE SHALL NOT BE PAINTED. 3" ∅ O.D. STEEL PIPE [TOP RAIL] CABLE, TYP OF 6 BASE PLATE CAP END TOP RAIL BRACKET, BR-1 OR BR-2 WELD TO POST TOP RAIL BOLT w/ WASHER, TYP OF 4 TOP RAIL TOP RAIL BRACKET SEE DETAIL BR-1 HEREON CABLE, TYP OF 6 POST / END POST SEE DETAILS ON SHEET 30 NO CABLE IN ALTERNATING HOLES CABLE END HARDWARE: FIELD SWAGED ASSEMBLY INCLUDES: 1x TENSIONING END 1x TERMINAL END 2x ACORN NUT 2x HEX NUT 2x WASHER END POST INCLUDES BASE PLATE SEE DETAILS ON SHEET 30 POST INCLUDES BASE PLATE SEE DETAILS ON SHEET 30 BASE PLATE BASE PLATE CABLE, TYP OF 6 1/4" STEEL PLATE, SHAPE AND ANGLE TO MATCH EDGE OF POST HALF SECTION OF 3" ∅ INSIDE DIAMETER STEEL PIPE, MIN 1/4" THICKNESS WELDED FABRICATION SLOT FOR FASTENER SLOT, SIZE FOR FASTENER, TYP OF 4 SLOT, SIZE FOR FASTENER, TYP OF 4 TOP RAIL END POST ASSEMBLY SEE DETAIL HEREON METAL RAILING ELEVATION NOT TO SCALE 8"6"3'-5"3'-6"POST/END POST DETAIL NOT TO SCALE POST DETAIL (FRONT) NOT TO SCALE END POST DETAIL (FRONT) NOT TO SCALE TOP RAIL BRACKET SEE DETAIL BR-2 HEREON TOP RAIL BRACKET (BR-1 & BR-2) NOT TO SCALE MATCH POST1'-6"75° BRACKET BR-1 & BR-2 (SIDE) NOT TO SCALE BRACKET BR-1, POST (FRONT) NOT TO SCALE 3"TYP 1'-1 1/2" 1 1/2"CLEAR BRACKET BR-2, END POST (FRONT) NOT TO SCALE R= 5 " 3"TYP 2'-0" 1'-2 1/4" CLEAR NOTE: ONLY 6 OF THE 14 HOLES IN POST INCLUDE CABLES. 16 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72RETAINING WALL & FENCING DETAILS CONSTRUCTION NOTES CONSTRUCT RETAINING WALL PER CALTRANS STD PLAN B3-3A METAL GATE ASSEMBLY PER DETAIL ON SHEET 16 METAL FENCING (RETAINING WALL) PER DETAIL ON SHEET 16 12" ARTIUM GRATE PER DETAIL ON SHEET 16 6" PVC (SCHEDULE 40) STORM DRAIN PIPE METAL RAILING (ON RETAINING WALL @ TRAIL) PER DETAILS ON SHEET 16 25 46 47 48 49 56 06/23/2021 S S S S S S S S S S S S S S S S S S S S S S S S SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW EOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO HEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEEEEEEEEEEESD SDSDSDSD SD FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCVSC JOIN EX. 1282+34.00 (32.08) CO 11 11 11 2.0 0% 2. 00 % 1280+00.00 37.57 TOE 1281+00.00 37.79 TOE 1281+46.65 AP 37.89 TOE 1279+14.70 AP 15.24 CO 1280+00.00 15.43 CO 1281+00.00 AP 15.65 CO 1281+69.61 AP 25.20 CO 1281+69.61 AP 37.94 TOE 1282+19.98 GB 25.27 CO CVSC ESMT 22 76 23 23 23 22 35 36 TOE OF SLOPE PROTECTION CUTOFF OF SLOPE PROTECTION CUTOFF OF SLOPE PROTECTION EX.CO SLOPE PROTECTION CVWD DWG #25854 1 EX.DOM WATER CVWD DWG #23146 SEE BRIDGE PLANS FOR DETAILS BRIDGE RET WALL BRIDGE RET WALL 1312 JOIN EX. 1282+34.00 (38.08) TOE 1281+18.87 AP 25.09 CO TOE OF SLOPE PROTECTION 1281+46.65 AP 25.15 CO 1278+07.00 AP 15.01 CO 1278+07.00 AP 37.15 TOE SEE BRIDGE PLANS FOR DETAILS TOP OF SLOPE PROTECTION 3 45 REMOVE CVSC ESMT 100' CVWD CVSC ESMT RECORDED 3/6/62 PER INST. NO. 20717 CVSC ESMT CV LINK SPUR SEE SHEET 26 FOR DETAILS 67 JOIN EX. 1282+34.00 (60.90) TOP BEGIN TRAIL, OUTSIDE EDGE 1281+76.68 60.61 TOP BEGIN TRAIL, INSIDE EDGE 2.00%2.0 0% 1279+14.70 AP,GB 47.12 FS,TRAIL 1279+14.70 AP,GB 47.44 FS,TRAIL 1281+46.65 BC 58.74 FS,TRAIL 1281+45.98 BC 59.06 FS,TRAIL 1281+69.61 EC 59.74 FS,TRAIL 1281+65.20 EC 60.06 FS,TRAIL 1279+14.70 AP 37.38 TOE 1280+22.00 AP 60.45 TOP 1278+04.00 AP 57.55 TOP 1279+03.04 AP 60.32 TOP 1278+97.50 GB 57.55 TOP 1278+01+00 GB 60.09 TOP 1278+07.00 AP,GB 47.28 FS,TRAIL 1278+07.00 GB 46.96 FS,TRAIL JOIN EX. 1282+34.00 (60.90) TOP BEG TRAIL INSIDE EDGE 1281+76.68 GB 60.61 TOP 1282+00.00 60.73 TOP 1281+00.00 60.53 TOP 1280+00.00 60.42 TOP 1279+03.04 GB 60.32 TOP 1279+18.00 AP 60.34 TOP 1278+97.50 GB57.55 TOP1278+01.00 GB57.55 TOP1281+00.00 GB AP15.65 COJOIN EX. 1282+34.00 GB (32.08) CO 1282+19.98 GB 25.32 CO 1278+00.0014.99 CO1279+00.0015.21 CO1280+00.0015.43 CO1280+22.00 AP 60.45 TOP 1279+14.70 AP 37.38 TOE 50.00%50.00%0.22% 0.22% 0.22% PR. SLOPE PROTECTION TOE PR. SLOPE PROTECTION TOP PR. INSIDE EDGE OF TRAIL PR. INSIDE EDGE OF TRAIL PR. SLOPE PROTECTION CUTOFF WALL5.00%5. 0 0 % 0.15% 1279+14.70 GB 47.44 FS TRAIL 1278+04.00 GB,AP 47.27 FS TRAIL 1277+50.00 59.97 TOP 1277+50.0014.88 CO1277+50.00 49.97 FS TRAIL 1280+00.00 51.71 FS TRAIL 0.22% 1281+00.00 56.75 FS TRAIL 1277+95.92 GB 60.09 TOP 1277+94.40 24" SD OUTLET 1279+45.10 18" SD OUTLET 1279+14.70 AP 15.24 CO**GRADE NOTED IS ALONG THE ALIGNMENT OF INSIDE EDGE WHICH INCLUDES CURVES AND TANGENTS THAT ARE NOT PARALLEL WITH TOP OF SLOPE PROTECTION. FUTURE ANTICIPATED CHANNEL BOTTOM @ C/L FUTURE ANTICIPATED CHANNEL BOTTOM @ C/L PR. SLOPE PROTECTION TOP 0.00%1281+18.87 GB AP25.09 COREMOVED SLOPE PROTECTION REMOVED SLOPE PROTECTION REMOVED SLOPE PROTECTION EX.SLOPE PROTECTION TOP 1278+04.00 AP 57.55 TOP 1277+50.0037.02 TOE1278+00.0037.13 TOE1279+00.0037.35 TOE1280+00.0037.57 TOE1281+00.0037.79 TOE1282+00.0038.01 TOEJOIN EX.1282+34.00(38.08) TOE*1281+46.65 AP25.15 CO1281+69.61 AP25.20 CO1282+00.0025.27 COWSE FUT.100 WSE FUT.100 0.10% 0.5 2 % 0.10% PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 17 06/2021 CONCRETE LINING PLAN 1822+33.44 - 1276+50.00 RT 20 10 20 40 60 SCALE: 1"=20' 0 SCALE: 1"=20'1281+001282+00 55 - 1280+00 1279+00 1278+00 45 - 35 - 25 - 15 - - 55 - 45 - 35 - 25 - 15 MATCHLINE 1277+50.00 - SEE SHEET 18MATCHLINE 1277+50.00 - SEE SHEET 18J PAUL BUILDING 400' CVWD CVSC ESMT PER BOOK 591, PG 223 LEGEND REMOVE CONC. SLOPE PROTECTION 11 C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE THE REMOVED CONCRETE SLOPE PROTECTION IS 6" THICK WITH #4 REINFORCEMENT @ 18" O.C. BOTH DIRECTIONS. REMOVAL THICKNESS NOTE: CONSTRUCTION NOTES 1 PROTECT IN PLACE 3 SAWCUT CONC. SLOPE PROTECTION 11 REMOVE CONC SLOPE PROTECTION TO NEAREST CONTROL JOINT 12 REMOVE SD OUTLET STRUCTURE 13 REMOVE SD OUTLET GRATE 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 23 CONSTRUCT CONC. TRAIL UNDERCROSSING PER DETAIL ON SHEET 21 35 CONSTRUCT 18" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 36 CONSTRUCT 24" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 45 CONNECT TO EX CONC SLOPE PROTECTION PANEL PER DETAIL "F" ON SHEET 20 67 REMOVE RCP STORM DRAIN PIPE 76 RELOCATE WATER MAIN PER WATER PLAN AT STATION 1282+33.44 (JOIN EXISTING SLOPE PROTECTION), CONTRACTOR SHALL EXPOSE THE FULL LENGTH OF THE JOIN AND VERIFY CONNECTION ELEVATIONS PRIOR TO THE PLACEMENT OF ANY CONCRETE *GRADE NOTED IS ALONG THE ALIGNMENT OF INSIDE EDGE WHICH INCLUDES CURVES AND TANGENTS THAT ARE NOT PARALLEL WITH TOP OF SLOPE PROTECTION. 06/23/2021 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S EOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCVSC JOIN EX. 1274+87.60 (59.27) TOP JOIN EX. 1274+87.60 (38.79) TOE JOIN EX. 1274+87.60 (29.79) CO 1276+02.27 EC 57.64 FS,TRAIL 1276+01.74 EC 57.32 FS,TRAIL 1275+77.78 BC 58.41 FS,TRAIL 1275+82.24 BC 58.73 FS,TRAIL 2.00%2.00% 1276+02.27 AP 36.70 TOE 1277+00.00 36.91 TOE 1275+18.49 GB AP 14.37 CO 1275+72.64 AP 36.63 TOE 1276+02.27 AP 14.56 CO 1277+00.00 14.77 CO 23 23 22 22 CUTOFF OF SLOPE PROTECTION CUTOFF OF SLOPE PROTECTION EX.TOP SLOPE PROTECTION CVWD DWG #35788 1 EX.TOE SLOPE PROTECTION CVWD DWG #35788 1 EX.CO SLOPE PROTECTION CVWD DWG #35788 1 TOE OF SLOPE PROTECTION 100' CVWD CVSC ESMT RECORDED 3/6/62 PER INST. NO. 20717 1274+92.30 GB 36.44 TOE 45 CV LINK SPUR SEE SHEET 26 FOR DETAILS TOP OF SLOPE PROTECTION CVSC ESMT CVSC ESMT CV LINK BY OTHERS END TRAIL OUTSIDE EDGE 1275+20.05 59.35 TOP END TRAIL INSIDE EDGE 1275+72.64 59.49 TOP (0.07%) (0.17%) (0.07%)1277+00.0059.84 TOP1276+00.0059.57 TOP1275+00.0059.30 TOPJOIN EX.1274+87.60 GB(59.27) TOPEND TRAIL INSIDE EDGE 1275+68.90 59.49 TOP JOIN EX.1274+87.60(38.79) TOEJOIN EX.1274+87.60(29.79) CO1276+00.0014.55 CO1277+00.0014.77 CO0.22% PR. SLOPE PROTECTION CUTOFF WALL 0.22% PR. SLOPE PROTECTION TOE 5. 0 0 % PR. INSIDE EDGE OF TRAIL PR. SLOPE PROTECTION TOP 1277+50.00 59.97 TOP 1277+50.0014.88 CO1277+00.00 52.47 FS TRAIL 1277+50.00 49.97 FS TRAIL 1276+00.00 57.68 FS TRAIL 50 . 0 0 % * FUTURE ANTICIPATED CHANNEL BOTTOM @ C/L FUTURE ANTICIPATED CHANNEL BOTTOM @ C/L 1275+18.49 GB AP14.37 COEX.SLOPE PROTECTION TOP 1277+50.0037.02 TOE1277+00.0036.91 TOE1276+00.0036.69 TOE1275+00.0036.47 TOE1274+92.30 GB36.44 TOE*GRADE NOTED IS ALONG THE ALIGNMENT OF INSIDE EDGE WHICH INCLUDES CURVES AND TANGENTS THAT ARE NOT PARALLEL WITH TOP OF SLOPE PROTECTION. 50 . 0 0 %1276+02.27 AP14.56 COWSE FUT.100 WSE FUT.100 0.27% 0.27% 18 06/2021 PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CONCRETE LINING PLAN 1276+50.00 - 1274+87.60 RT 20 10 20 40 60 SCALE: 1"=20' 0 SCALE: 1"=20'1276+00 55 - 1275+00 45 - 35 - 25 - 15 - - 55 - 45 - 35 - 25 - 151277+00 MATCHLINE 1277+50.00 - SEE SHEET 17MATCHLINE 1277+50.00 - SEE SHEET 17VACANT COMMERCIAL PROPERTY 400' CVWD CVSC ESMT PER BOOK 591, PG 223 30' CVWD SEWER ESMT INST.NO.PER 2006-224094 C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE CONSTRUCTION NOTES 1 PROTECT IN PLACE 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 23 CONSTRUCT CONC. TRAIL UNDERCROSSING PER DETAIL ON SHEET 21 45 CONNECT TO EX CONC SLOPE PROTECTION PANEL PER DETAIL "F" ON SHEET 20 AT STATION 1274+82.00 (JOIN EXISTING SLOPE PROTECTION), CONTRACTOR SHALL EXPOSE THE FULL LENGTH OF THE JOIN AND VERIFY CONNECTION ELEVATIONS PRIOR TO THE PLACEMENT OF ANY CONCRETE 06/23/2021 ADDITIVE ALTERNATE NOTE: MH MH JOIN EX. 1278+87.00 AP (39.16) TOE 1281+00.00 AP 39.15 TOE JOIN EX. 1282+70.00 (26.10) CO 1281+10.00 AP 15.34 CO 1279+37.00 AP 14.96 CO 1277+38.53 GB 14.53 CO JOIN EX. 1277+04.81 GB (31.37) TOE 1278+00.00 14.66 CO JOIN EX. 1278+00.00 (31.57) TOE EX.TOE SLOPE PROTECTION CVWD DWG #19514 EX.TOP SLOPE PROTECTION CVWD DWG #19514 CVSC ESMT CVSC ESMT S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSRW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RWRWRWRWRWRWRWRWRW RW RW RW W WWWWWWWWWWWWWWWWWWW W W W W W W WWS S S S SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO 1 MVP AIR VALVE 1 MVP 36" STEEL SERVICE PIPE CVWD DWG #MVP-203 EX.18" VCP SEWER CVWD DWG #24903 EX.18" VCP SEWER CVWD DWG #24902 CVSC ESMT 1 1 1 EX.12" VCP SEWER CVWD DWG #20753 1 MVP TEST STATION 1 11 11 11 22 22 TOP OF SLOPE PROTECTION TOE OF SLOPE PROTECTION 76 73 72 72 77 72 37 1 26 1FENCE ℄CVSCCVSCEX.DOM WATER CVWD DWG #23146 CUTOFF OF SLOPE PROTECTION CUTOFF OF SLOPE PROTECTION 1280+61.00 AP 15.24 CO 77 BRIDGE RET WALL BRIDGE RET WALL 12 1281+00.00 60.54 TOP 76RELOCATED SEE BRIDGE PLANS FOR DETAILS 1282+48.34 GB AP 15.65 CO 1279+37.00 AP 39.15 TOE 400' CVWD CVSC ESMTPER BOOK 591, PG 2231278+62.95 AP 14.80 CO 1279+00.00 AP 39.15 TOE 76 3 45 3 45 REMOVE MVP BLIND FLANGE & BF VALVE FENCE JOIN EX. 1282+70.00 (39.14) TOE 1280+61.00 AP 39.15 FS,TOE 1282+63.00 GB 60.54 TOP JOIN EX. 1282+70.00 AP,GB (59.14) TOP 1279+00.00 AP 60.32 TOP 1279+37.00 AP 60.41 TOP 1279+51.50 GB 57.00 TOP 1279+44.65 GB 60.43 TOP 1280+48.50 GB 57.00 TOP 1280+55.59 GB 60.54 TOP 1280+61.00 AP 60.54 TOP JOIN EX. 1278+87.00 AP,GB (59.15) TOP 1278+92.79 GB 60.30 TOP 1 NEW SEWER MH PER SEWER PLANSJOIN EX.1282+70.00 GB(59.14) TOP1282+00.0060.54 TOP1281+00.0060.54 TOP1280+00.0057.00 TOP1279+37.00 AP60.41 TOP1279+00.00 AP60.32 TOPJOIN EX.1282+70.00 GB(39.14) TOE1282+00.0039.14 TOE1281+00.0039.15 TOE1280+00.0039.15 TOEJOIN EX.1278+87.00 GB(39.16) TOE1282+70.00 GB(26.10) CO1282+00.0015.54 CO1281+10.00 AP15.34 CO1281+00.0015.32 CO1280+00.0015.10 CO1277+04.81 GB (31.37) CO JOIN EX. CO 1278+87.00 (31.75) FS JOIN EX. CO 1278+00.00 (31.57) FS 0.01% 0.22% 0.21% 50 . 0 0 % (0.19%) (0.20%) (0.20%) (0. 6 0 % ) (0 . 6 0 % ) (0 . 8 5 %) EX.SLOPE PROTECTION TOP EX.SLOPE PROTECTION TOE EX.SLOPE PROTECTION CO PR. SLOPE PROTECTION TOP PR. SLOPE PROTECTION TOE PR. SLOPE PROTECTION CUTOFF WALL1280+61.00 AP60.54 TOP1280+61.00 AP15.24 CO1279+37.00 AP14.96 COREMOVED SLOPE PROTECTION REMOVED SLOPE PROTECTION REMOVED SLOPE PROTECTION REMOVED SLOPE PROTECTION 1280+62.60 42" SD OUTLET JOIN EX.1278+87.00 GB(59.15) TOP1280+55.59 GB60.54 TOP1280+48.50 GB57.00 TOP1279+51.50 GB57.00 TOP1279+44.65 GB60.43 TOP0.00% 0.00% FUTURE ANTICIPATED CHANNEL BOTTOM @ C/L 50.00%0.22% 1282+48.34 GB 15.65 CO 1279+00.0014.88 CO1278+62.95 AP14.80 CO1278+00.0014.66 CO1277+38.53 GB14.53 CO1281+10.00 AP39.15 TOE1279+37.00 AP39.15 TOE1279+00.00 AP39.15 TOE1280+61.00 AP 39.15 TOE PR. SLOPE PROTECTION CUTOFF WALL 50 601282+63.00 GB60.54 TOP5:1 TRANSITION 5:1 TRANSITION 1278+92.79 GB60.30 TOP0.25% WSE FUT.100 WSE FUT.100 WSE FUT.100 PROFILE SCALE: VERT: 1" = 4' HORIZ: 1" = 40' DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 9/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 19 06/2021 CONCRETE LINING PLAN 1282+70.00 - 1277+04.81 LT 1281+001282+00 60 - 1280+00 1279+00 1278+00 1277+00 50 - 40 - 30 - 20 - 1 MVP AIR VALVE LINE CVWD DWG #MVP-203 20 10 20 40 60 SCALE: 1"=20' 0 SC A L E : 1 " = 2 0 ' EX.TOE SLOPE PROTECTION CVWD DWG #39069 1 EX.TOP SLOPE PROTECTION CVWD DWG #39069 1 EX.CUTOFF SLOPE PROTECTION CVWD DWG #39069 1 EX.CUTOFF SLOPE PROTECTION CVWD DWG #19514 1 - 60 - 50 - 40 - 30 - 20 LA QUINTA HIGH SCHOOL LEGEND REMOVE CONC. SLOPE PROTECTION 11 C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE THE REMOVED CONCRETE SLOPE PROTECTION WEST OF DUNE PALMS IS 6" THICK WITH #4 REINFORCEMENT @ 18" O.C. BOTH DIRECTIONS, AND EAST OF DUNE PALMS IS 6" THICK WITH 4X4X4WX4W WELDED WIRE FABRIC. REMOVAL THICKNESS NOTE: CONSTRUCTION NOTES 1 PROTECT IN PLACE 3 SAWCUT CONC. SLOPE PROTECTION 11 REMOVE CONC SLOPE PROTECTION TO NEAREST CONTROL JOINT 12 REMOVE SD OUTLET STRUCTURE 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 26 CONSTRUCT 6' (TALL) GARDEN WALL, PER SPPWC STD 601-4, TYPE 1, DBL REIN. 37 CONSTRUCT 42" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 45 CONNECT TO EX CONC SLOPE PROTECTION PANEL PER DETAIL "F" ON SHEET 20 72 RELOCATE SEWER APPURTENANCE PER SEWER PLAN 73 CONSTRUCT IRR. STUB / SLOPE PROTECTION CONNECTION PER DETAIL "H" ON SHEET 20 76 RELOCATE WATER MAIN PER WATER PLAN 77 REMOVE SEWER MAIN PER SEWER PLAN IRRIGATION LATERAL NOTE: PRIOR TO ANY EXCAVATION OPERATIONS IN THE IMMEDIATE VICINITY OF THE 36" STEEL SERVICE PIPE, THE CONTRACTOR SHALL EXPOSE THE PIPELINE AND VERIFY THE ELEVATION/LOCATION OF THE SLOPE PROTECTION CROSSING. AT STATION 1282+70.00 & 1279+00.00 (JOIN EXISTING SLOPE PROTECTION), CONTRACTOR SHALL EXPOSE THE FULL LENGTH OF THE JOIN AND VERIFY CONNECTION ELEVATIONS PRIOR TO THE PLACEMENT OF ANY CONCRETE 06/23/2021 MOBILE HOME PARK COLD JOINT #4 REBAR AT 18" O.C. 12" MIN. LAP 6" COLD JOINT WEEP HOLE DETAIL NOT TO SCALE CHANNEL SIDE EXISTING CONCRETE LINING WALL PROTECT IN PLACE (REINFORCEMENT NOT SHOWN) PROPOSED CONCRETE LINING (REINFORCEMENT NOT SHOWN) DRILL AND PLACE #4 @ 18"O.C. DOWELS TO EXIST. CONCRETE LINING CENTERED WITH NON- SHRINK EPOXY GROUT (TYP.) 12"12" 6" DOWEL CONNECTION DETAIL FOR ANCHOR WALL (PLAN VIEW) DOWEL CONNECTION DETAIL FOR SLOPE PROTECTION PROPOSED CHANNEL LINING EXISTING CHANNEL LINING #4 x 24"@ 18" O.C. @ C SLAB LINING L #4 CONT. FLOW #4 BARS @ 18" O.C. ROUGHENED JOINT CONT. CHANNEL SIDE DEVELOPMENT SIDE 12" MIN. 12" MIN. TOP OF SLOPE PROTECTION CONTROL JOINTS AT 20'-0" SEE DETAIL TOE OF SLOPE PROTECTION1.5:11:1CONTROL JOINT PLAN DEVELOPMENT SIDE CVWD ROW ACCESS ROAD AND OTHERS IF APPLICABLE #4 REBAR AT 18"O.C. CONTROL JOINT WITH ASPHALT FILLER 1" CONTROL JOINT 1/4" @ BOTTOM 6" SLOPE ANCHOR DETAIL SEE DETAIL D2 HEREON 6" THICK P.C.C. LINING BEGIN CUT-OFF WALL @ DESIGN INVERT BOTTOM OF CUT-OFF WALL (ELEV. AS SHOWN ON PROFILE) #4 BARS 1 1 1-#4 CONT. HORIZONTAL AND VERTICAL AT BEGINNING AND END OF LINING 1.5 1 VARIESVARIES @ 18" O.C. 24" SLOPE PROTECTION DETAIL #4 BARS @ 18" O.C. GRADE TO DRAIN TOWARDS CENTER LINE OF CHANNEL TOP OF SLOPE PROTECTION TOP OF SLOPE @ 18" O.C. #4 BARS 3-#4 CONT. 12"24"24"NATIVE SOIL COMPACTED TO 95% OF MAX DRY DENSITY PER ASTM D698 (FILL CONDITION ONLY) BOTTOM OF CUTOFF WALL (CHANNEL SIDE) NOTES: 1)CONCRETE CLASS 560-C-3250 OF SUBSECTION 201-1.1.2 OF THE SSPWC (560 lbs/cy PORTLAND CEMENT, GRADE C AGGREGATE GRADATION, MIN. COMPRESSIVE STRENGTH OF 3250 PSI, 4-IN MAX SLUMP). WHEN APPLICABLE HIGHER STANDARDS MAY BE REQUIRED PER APPROVED SOILS REPORT. 2)MINIMUM REBAR COVERAGE = 1.5" 3)ALL REBAR SHALL BE DEFORMED BARS AND CONFORM TO ASTM A-615 GR 60 OR A706 GR 60. TOP OF SLOPE PROTECTION (ELEV. AS SHOWN ON PROFILE) A B C D2 G E F NOTE: AT CONTRACTOR'S OPTION THE LINING MAY BE EXTENDED AT 1.5:1 TO BOTTOM OF CUT-OFF ELEVATION INSTEAD 1:1 AS SHOWN ON THIS DETAIL MIN. 1"DIA. DRILL HOLE AND GROUT SOLID MIN. 1"DIA. DRILL HOLE AND GROUT SOLID WEEP HOLES (SEE DETAIL "G" HEREON) 36 " I R R I G A T I O N L A T E R A L IRRIGATION LATERAL SLOPE LINING XING DETAIL H 3" CLR 3" CLR #4 BARS @ 18" O.C. PROPOSED SLOPE PROTECTION SIDE SECTION VIEWFRONT VIEW #4 BARS @ 18" O.C. #4 BARS 3" CLEAR OF PIPE, TERMINATING 12 CLEAR OF PIPE O.D. 12"(TYP) STEEL IRRIGATION PIPE SHALL BE POLY WRAPPED AT THE INTERSECTION WITH THE SLOPE PROTECTION, 24 INCHES CLEAR. EX. 6" CONC. w/ #4 REBAR @ 18" O.C. SLOPE TOP @ RETAINING WALL DETAIL D3 RETAINING WALL PER BRIDGE PLANS 6" THICK P.C.C. LINING TOP OF SLOPE PROTECTION 24" 1 1.5 @ 18" O.C. #4 BARS #4 BARS @ 18" O.C. (CONTINUOUS) 3" 6" 2' MIN. 36" 1/4" EXPANSION JOINT FILLER NOTE: WEEP HOLES SHALL BE CONSTRUCTED WITH 3" CLEARANCE FROM REBAR 2' LONG PERFORATED PIPE W/ PERFORATIONS DOWN 2.5 CU. FT. OF CLASS II PERMEABLE MATERIAL WRAPPED IN FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL AND TIED SECURELY (TYP.) WEEP HOLES 3" DIA. PVC SCH 40 @ 10' O.C. STAGGERED 1 4 " MESH 16-GAGE GALVANIZED HARDWARE (TYP.) NON-PERFORATED PIPE 1 1.5 2% 2% A A TOP OF SLOPE PROTECTION 3"∅ PIPE WITH 2% GRADE TO OUTLET SECTION A-A NOT TO SCALE 3'10'10'2' 1' 1' 1' 4 1 2 " 4 1 2 " NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BYPASS CUTOFF WALL DETAIL NOTES: 1)CONCRETE CLASS 560-C-3250 OF SUBSECTION 201-1.1.2 OF THE SSPWC (560 lbs/cy PORTLAND CEMENT, GRADE C AGGREGATE GRADATION, MIN. COMPRESSIVE STRENGTH OF 3250 PSI, 4-IN MAX SLUMP). WHEN APPLICABLE HIGHER STANDARDS MAY BE REQUIRED PER APPROVED SOILS REPORT. 2)MINIMUM REBAR COVERAGE = 1.5" 3)ALL REBAR SHALL BE DEFORMED BARS AND CONFORM TO ASTM A-615 GR 60 OR A706 GR 60. NOT TO SCALE SEE DETAIL D2 HEREON 6" THICK P.C.C. LINING #4 BARS 1 1 1-#4 CONT. HORIZONTAL AND VERTICAL AT BEGINNING AND END OF LINING 10' @ 18" O.C. 24" #4 BARS @ 18" O.C. GRADE TO DRAIN TOWARDS CENTER LINE OF CHANNEL NATIVE SOIL COMPACTED TO 95% OF MAX DRY DENSITY PER ASTM D698 (FILL CONDITION ONLY) TOP OF SLOPE PROTECTION (ELEV. AS SHOWN ON PLAN) NOTE: AT CONTRACTOR'S OPTION THE LINING MAY BE EXTENDED AT 1.5:1 TO BOTTOM OF CUT-OFF ELEVATION INSTEAD 1:1 AS SHOWN ON THIS DETAIL I 20 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CONCRETE LINING CONSTRUCTION DETAILS C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE 06/23/2021 ELEV PER PLAN TOP ELEV PER PLAN WEEPHOLE PER DETAIL ON SHEET 20 SLOPE PROTECTION PER DETAILS ON SHEET 20 R/W 1 1.5 TOE OF SLOPE ELEV PER PLAN MULTI-TRAIL UNDERCROSSING SECTION 2% SLOPE 1 1 2% SLOPE 1 VAR SLOPE PROTECTION ANCHOR PER DETAILS ON SHEET 20 VARIES 2'TRAIL SPUR16'VARIES 6" (TYP) 6" (TYP) 6" (TYP) CUTOFF ELEV PER PLAN SLOPE PROTECTION PER DETAILS ON SHEET 20 REGRADE CHANNEL BOTTOM TOWARDS CENTERVARIESVARIES VARIESNATIVE SOIL COMPACTED TO 95% OF MAX DRY DENSITY PER ASTM D698 (FILL CONDITION ONLY) TYPICAL SECTION - CHANNEL SLOPE PROTECTION ℄ CVSC 250' SLOPE PROTECTION PER DETAILS ON SHEET 20 R/W CVSC WORKING AREA VARIES VARIES TOP ELEV PER PLAN TOE ELEV PER PLAN CUTOFF ELEV PER PLAN EXISTING GROUND BACKFILL LIMIT LIMITS OF SLOPE PROTECTION CONSTRUCTION EXCESS EXCAVATED MATERIAL MAY BE UTILIZED FOR EMBANKMENT FILL OR SPREAD EVENLY WITHIN CHANNEL, SLOPE TO DRAIN TO CENTER. 15" 30" 12" 12"12""W" "C" "B" 15" #4 @12" E.F., E.W. #4 @12" OC TYP. 2"CLR TYP 3"CLR TYP #4 @12" OC TYP. 1-#4 E.F.@ 2" CLR TYP 2-ADD'L #4 4 TOTAL "L" "X" #4 @ 12" OC E.F., E.W. "L" "W" 12" 12" AA B B SECTION A-A RCP OUTLET DETAIL SECTION B-B #4 @ 12" OC E.F., E.W. VERT #4 REBAR, BEND & EMBED MIN.18" INTO EX. CONC. (TYP) OUTSIDE VERT. #4 REBAR, BEND & EMBED MIN 18" INTO EX. CONC., 18" O.C. (TYP) #4 @ 12"OC EACH WAY (TYP) 12" THICK PCC WALL #4 @12"OC STOP @ PIPE 35 3.5" PIPE EMBEDMENT 12" THICK PCC WALL "B"+"C" OUTLET DEBRIS SCREEN DETAIL PIPE DIA.+ 8"PIPE DIA.+ 8"BOLTED LATCH HINGE HINGE STORM DRAIN PIPE 1- 1 2 "X1- 1 2 "X 3 16 " ANGLE STEEL FRAME HORIZ.WELDED 5 8 "∅ STEEL ROD OR #5 REBAR @ 6" O.C. VERT.WELDED 5 8 "∅ STEEL ROD OR #5 REBAR @ 6" O.C. NOTES 1.LOCKABLE HINGE AND LATCH CLASP SHALL BE SUPPLIED BY THE CONTRACTOR AS APPROVED BY THE CITY. CITY TO PROVIDE LOCK. 2.DEBRIS SCREEN GRATE AND FRAME SHALL BE GALVANIZED. CONC. SLOPE @ 1.5:1 (TYP) RCP STORM DRAIN PIPE "D" 36 37 PLAN VIEW RCP STORM DRAIN PIPE "Y" CABLE RAIL PER CALTRANS STD B11-47 ALONG TOP & SIDES "A" - DISTANCE TO CVSC CENTERLINE INT. W/ PIPE ℄ EXTENDED PROPOSED SLOPE PROTECTION PROPOSED SLOPE PROTECTION OUTLET DATA TABLE CVSC STA 1277+94.40 LT 1279+45.10 LT 1280+62.60 RT "A" 184.44' 184.98' 256.06' "B" 1.25' 1.50' 2.25' "D" 24" 18" 42" "L" 4.25' 5.03' 7.35' "W" 3.50' 3.00' 5.00' "X" 42.82 43.03 49.90 "C" 1.50' 1.75' 2.50' 2% "D" "X" ELEVATION SHALL BE 0.5' ABOVE OUTLET SLAB "Y" 42.24 42.43 49.76 REBAR OMITTED FROM SLOPE PROTECTION DETAILS HEREON FOR CLARITY. SEE SHEET 20 FOR DETAILS. REBAR NOTE: SEE SHEET 25 FOR TRAIL SPUR DETAILS 45° ANGLE (TYP)12" (TYP)(2) #4 X 3'-0" LG @ 12" O.C. (TYP. EACH CORNER) (2) #4 X 3'-0" LG @ 12" O.C."W""L" L C STORM DRAIN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SEE ABOVE DETAIL FOR PLAN VIEW REINFOREMENT. PLAN VIEW REINFORCEMENT NOT TO SCALE 12" THCIK PCC WALLS (TYP) #4 REBAR @ 12" O.C. EACH WAY 3" CLR"D"21 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CONCRETE LINING CONSTRUCTION DETAILS C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE 06/23/2021 ADDITIVE ALTERNATE NOTE: PROFILE SCALE: VERT: 1" = 10' HORIZ: 1" = 50' ℄ R/W 1275+00 R/W ℄ 1276+00 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 10 20 30 40 50 60 R/W ℄ 1277+00 10 20 30 40 50 60 10050100150200250 050100150200250 050100150200250 R/W ℄ 1278+00 R/W 10 20 30 40 50 60 10 20 30 40 50 60 050100150200250 10 20 30 40 50 60 10 20 30 40 50 60 050100150200250 50 100 150 200 250 50 100 150 200 250 10 20 30 40 50 60 10 20 30 40 50 60 050100150200250 50 100 150 200 250 10 20 30 40 50 60 10 20 30 40 50 60 050100150200250 50 100 150 200 250 ℄ R/W R/W 1279+00 R/W ℄ R/W 1280+00 10 20 30 40 50 60 10 20 30 40 50 60 050100150200250 50 100 150 200 250 R/W ℄ R/W 1281+00 R/W ℄ R/W 1282+00 WSE EX.100 =50.4 WSE FUT.100 =56.3 WSE EX.100 =50.6 WSE FUT.100 =56.6 WSE EX.100 =50.8 WSE FUT.100 =56.8 WSE EX.100 =51.1 WSE EX.100 =54.0 WSE EX.100 =56.8 WSE EX.100 =57.2 WSE EX.100 =57.0 WSE FUT.100 =57.1 WSE FUT.100 =57.3 WSE FUT.100 =57.5 WSE FUT.100 =57.5 WSE FUT.100 =57.5 EX.GND EX.GND EX.GND EX.GND EX.GND EX.GND EX.GND EX.SLOPE PROTECTION 59.32 FS TOP EX.GND EQUILIBRIUM SLOPE 60.73 FS TOP 59.57 FS TOP 59.84 FS TOP 60.09 FS TOP 60.32 FS TOP 60.54 FS TOP 60.53 FS TOP (58.98) FS TOP 60.32 FS TOP 60.54 FS TOP 60.54 FS TOP 60.54 FS TOP 39.14 FS TOE 39.15 FS TOE 39.15 FS TOE 39.15 FS TOE (39.00) FS TOE (31.57) FS JOIN & EXTEND 15.54 FS CUT OFF 15.32 FS CUT OFF 15.10 FS CUT OFF 14.88 FS CUT OFF 20.60 FS TOE 14.55 FS CUT OFF 14.77 FS CUT OFF 15.21 FS CUT OFF 15.43 FS CUT OFF 15.65 FS CUT OFF 25.27 FS CUT OFF 38.01 FS TOE 37.79 FS TOE 37.57 FS TOE 37.35 FS TOE 37.13 FS TOE 36.91 FS TOE 36.69 FS TOE 36.47 FS TOE EQUILIBRIUM SLOPE EQUILIBRIUM SLOPE EQUILIBRIUM SLOPE EQUILIBRIUM SLOPE EQUILIBRIUM SLOPE EQUILIBRIUM SLOPE EQUILIBRIUM SLOPE CROSS SECTION INTERSECTS ROADWAY SECTION, NOT SHOWN EX.MASONRY WALL CROSS SECTION INTERSECTS ROADWAY SECTION, NOT SHOWN CONSTRUCTION GRADING CONSTRUCTION GRADING CONSTRUCTION GRADING BRIDGE STRUCTURE SECTION (1) BRIDGE STRUCTURE SECTION (1) PIER #2 PIER #3 ABUT #5 PIER #4 54" REC. WATER ~18.6 TOP PIPE 54" REC. WATER 66" STEEL SLEEVE ~18.8 TOP SLEEVE 54" REC. WATER 66" STEEL SLEEVE ~18.6 TOP SLEEVE ~16.0' 14.99 FS CUT OFF 14.66 FS CUT OFF 22 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CONCRETE LINING CONSTRUCTION DETAILS C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE 06/23/2021 CONTRACTOR SHALL VERIFY LOCATION OF 54" RECLAIMED WATER AND 36" SERVICE LINE FACILITIES PRIOR TO PEIR 4 AND SLOPE PROTECTION INSTALLATION OPERATIONS. RECLAIMED WATER NOTE: PARTIAL BRIDGE SECTION SHOWN FOR INFORMATION ONLY WITH LINEWORK SHOWN ON A SKEW, PERPENDICULAR TO THE CHANNEL CENTERLINE. CONTRACTOR SHALL REFER TO THE BRIDGE PLANS FOR ALL DETAILS IN CONSTRUCTING THE BRIDGE. XS BRIDGE NOTE (1): MH MH MH 413724+0023+0018+0021+0019+0022+0020+001278+00 1277+001279+001280+001281+001282+001283+00 1276+00 1275+00 S S S S S S S S S S SS S S S S S S S S S SSSSSSSSSW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RWRWRWRWRW W SSSSSS S S S S S S S S S S S S S S S S S WWWWWS S S S S S S S S S S S SD SD SDSD SD SD SD SD SDRW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW EEEEEEESD(4 6 ) (48) CVSC R/W CVSC R/W 50 37 22 72 72 22 LA QUINTA HIGH SCHOOL CVWD CVSC CHANNELDUNE PALMS ROADCVSC N71°20'45"W 3141.87' (3 4 ) ( 4 4 ) (4 4 ) (3 6 )CHANNEL GRADING LIMITS STA 1278+00.0403836 34 CVWD CVSC CHANNEL ℄CVSC 400' CVWD CVSC ESMT PER BOOK 591, PG 223 (46)(5 0 ) (4 2 ) (3 8 )(36)(34)(4 8 ) (3 6 ) (36 ) ( 4 0 ) (44) 48 46 44 42 40 38 76 CV LINK TRAIL BY OTHERS CV LINK TRAIL BY OTHERS J PAUL BUILDING DWGC1, LLCR/W22 R/WCVSC R/W CVSC R/W CVWD SWR ESMT 100' CVWD CVSC ESMT RECORDED 3/6/62 PER INST. NO. 20717 100' CVWD CVSC ESMT RECORDED 3/6/62 PER INST. NO. 20717(46)(38)(42) (46) (44)(40)(48)4244444623 23 CV LINK SPUR SEE SHEET 26 22 35 36 40 41 76 CV LINK SPUR SEE SHEET 26 1 12" VCP SEWER 1 54" STEEL MVP 1 54" STEEL MVP 1 73 1 1 CONC. SLOPE PROTECTION 1 18" VCP SEWER 1 12" VCP SEWER EC 1276+75.52 Δ=04°1 6'03" R=291 4.93' L=1 558.28' T=1 08.61' 1 1 1 INTERIM POLE w/ GUYS (x2) INTERIM POLE w/ GUYS (x2) INTERIM POLE 18" VCP SEWER DUNE PALMS MOBILE ESTATES IID OVERHEAD DIST. LINE INTERIM SHOO FLY CVWD DWG 38374 CVWD DWG 38374 CVWD DWG 38374 36" STEEL MVP LAT CVWD DWG 20753 CVWD DWG 24902 CVWD DWG 24903 CVWD DWG 26054 1 CHANNEL GRADING LIMITS STA 1280+50.0APPROX. CHANNEL PROJECT LIMTSAPPROX. CHANNEL PROJECT LIMTSA/V ASSEMBLY MVP INTERSECTION 21+05.26 DUNE PALMS RD = 1279+27.69 CVSC DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 23 CHANNEL GRADING PLAN 06/2021 SCALE 1"=30'DUE TO CHANGING CONDITIONS WITHIN THE CHANNEL THROUGH ONGOING MAINTENANCE AND/OR STORM EVENTS, BOTH THE UPSTREAM AND DOWNSTREAM CONTOUR DEPICTED HEREON MAY NOT REFLECT THE CURRENT SITE CONDITIONS. CHANNEL CONTOURS: C.V.W.D. DRAWING APPROVAL Revisions: DIRECTOR OF ENGINEERING PROJECT ENGINEER Recommended: Checked: DATE APPR. DWG. No. DATE 30 15 30 60 90 SCALE: 1"=30' 0 CONSTRUCTION NOTES 1 PROTECT IN PLACE 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 23 CONSTRUCT CONC. TRAIL UNDERCROSSING PER DETAIL ON SHEET 21 35 CONSTRUCT 18" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 36 CONSTRUCT 24" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 37 CONSTRUCT 42" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 40 18" HDPE, N-12 WT JT SD PIPE 41 24" HDPE, N-12 WT JT SD PIPE 72 RELOCATE SEWER APPURTENANCE PER SEWER PLAN 73 CONSTRUCT IRR. STUB / SLOPE PROTECTION CONNECTION PER DETAIL "H" ON SHEET 20 76 RELOCATE WATER MAIN PER WATER PLAN INTERIM SHOO FLY TO BE REMOVED AT THE START OF THE STAGE 2 (EASTERN HALF) CONSTRUCTION OPERATIONS. IID SHOO FLY 06/23/2021 SSSS S S S SSSS S S S S S S S S S S S S S S SSSEOHEOHEOHEOHEOHEOHEOHEOHS S SSSSSSW W W W W W WSDSDSDSDSDSDSDSDSDSDSDE E E E E T TSDSD MHMH1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 5 (TYP) 5 (TYP) 5 (TYP) 5 (TYP) 9 6 8 4 4 (TYP) 4 (TYP) 3 (TYP) 3 (TYP) CV S C R / W R/W APN 600-030-010 APN 600-390-03 3 J PAUL BUILDIN G CVSCDUNE PALMS MOBILE ESTATE S R/W R/W R/W R/W CV S C R / W CV S C R / W 19+00 CVWD APN 600-010-00 4 20+00 21+00 22+00 23+00 24+00 21+05.26 DUNE PALMS 1279+47.72 CVSC ℄ ℄ ℄ CURB CURB BRIDGE RAILING BRIDGE RAILING BRIDGE RAILING BRIDGE RAILING CURB CURB RAISED MEDIAN RAISED MEDIAN SLOPE PROTECTION CUTOFF SLOPE PROTECTION TOE SLOPE PROTECTION TOP CV L I N K CO N N E C T O R CV LINK UNDERCROSSING CV L I N K CO N N E C T O R RELOCATED 18" DOM. WATER RELOCATED 18" DOM. WATER SLOPE PROTECTION CUTOFF SLOPE PROTECTION TOE SLOPE PROTECTION TOP SEE BRIDGE PLANS FOR DETAILS SEE BRIDGE PLANS FOR DETAILS 1279+001280+00CVSC CENTERLINE 10 CV S C R / W 7 9 2 2 9 9 2 8 LA QUINTA HIGH SCHOOL APN 600-010-004 CATALOG NUMBER: PL-902-MCT-40-LED-MT-5-4-WL-BZ-SS Bollard: LED: Lens: Finish: 11 3/4” SQ Reinforced Concrete. SPECIFICATIONS 40 watts, multi-tap. White impact resistant, UV stabilized, prismatic lens. Bronze polyester powder fuse coating. Sequoia sand concrete. LED ENGINE INFORMATION LUMINOUS FLUX WATTAGE COLOR TEMPERATURE CRI 14” MILLIAMPS OVERHEATING PROTECTION OPERATING POSITION AVERAGE LIFETIME 10% FAILURE DIODE MANUFACTURER LUMEN MAINTENANCE AT END OF LIFE INPUT VOLTAGE 6000 40 4000K >77 530 YES 50000 HOURS UNIVERSAL 120-277 SYLVANIA 70% BRONZE - BZ SEQUOIA SAND PACIFIC LIGHTING & STANDARDS COMPANY LYNWOOD, CA EST. 1984BALLAST COMPARTMENT SALES PERSON: JOHN MOORE DRAWN BY: CHECKED: REVISION: APPROVED: TYPE: JOSEPH 03/20/20 DATE:CATALOG NUMBER:PL-902-MCT-40-LED- MT-5-4-WL-BZ-SS PROJECT NAME: BRIDGE LIGHTING CUSTOMER: SCALE: NONE PAGE 1 OF 1 KSS LIGHTING: STEVE 24 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72BRIDGE LIGHTING PLAN 1.ALL WORK SHALL CONFORM TO THE CALTRANS 2018 STANDARD PLANS AND CURRENT SPECIFICATIONS AND THE PROJECT SPECIFICATIONS. 2.ELECTRICAL SERVICE ENCLOSURES SHALL CONFORM TO THE REQUIREMENTS OF IMPERIAL IRRIGATION DISTRICT (IID) AND THEIR ELECTRICAL SERVICE PLANS. 3.ALL PULL BOXES SHALL BE NO. 5 PCC (UNLESS OTHERWISE NOTED). 4.REFER TO CALTRANS STD ES-9D FOR PULL BOX INSTALLATION. 5.REFER TO CALTRANS STD ES-9B FOR ELECTRICAL DETAILS AT APPROACH SLABS. 6.REFER TO CALTRANS STD ES-9A FOR ELECTRICAL DETAILS AT WING WALLS. 7.WALKWAY LIGHTING SHALL BE SPACED EVENLY BETWEEN THE PILASTERS. GENERAL BRIDGE LIGHTING NOTES: CONSTRUCTION NOTES: INSTALL SQUARE LED PEDESTAL BOLLARD LIGHT, CATALOG #PL-902-MCT-40-LED-MT-5-4-WL-BZ-SS, FROM PACIFIC LIGHTING & STANDARDS COMPANY. INSTALL NO. 5 PULL BOX ADJACENT TO PILASTER LIGHT AS DIRECTED BY THE ENGINEER. INSTALL 2" SCH 40 PVC CONDUIT, WITH 2-#10, 2-#4 CONDUCTORS AND #4 GROUND. INSTALL 2" SCH 40 PVC CONDUIT, WITH 2-#10, 2-#3 CONDUCTORS AND 1-#3 GROUND. INSTALL LED WALKWAY LIGHTING, CATALOG #PL-493-25-LED-MT-7-4-BZ, FROM PACIFIC LIGHTING & STANDARDS COMPANY. INSTALL 3" SCH 40 PVC CONDUIT WITH TO IID TRANSFORMER, PER IID PLANS. INSTALL 120-240 TYPE III-BF SERVICE ENCLOSURE WITH TYPE II PED AND LS-3 METER. METER PEDESTAL PER CITY OF LA QUINTA STANDARD 730. PLAN CONSTRUCTION NOTE #89. INSTALL 3" SCH 40 PVC CONDUIT WITH 2-#10, 2-#4, 2-#3 CONDUCTORS AND 1-#4 GROUND. INSTALL 3" SCH 40 PVC CONDUIT WITH 2-#10, 2-#3 CONDUCTORS AND 1-#3 GROUND. PROPOSED IID TRANSFORMER PER SHEET 25 & IID PLAN. PLAN CONSTRUCTION NOTE #90. 1 2 3 4 5 6 7 8 9 20 10 20 40 60 SCALE: 1"=20' 0 SCALE 1"=20' DUNE PALMS ROAD 10 FOR PILASTER AND WALKWAY LIGHTS FIXTURE INFORMATION, CONTACT: KSS LIGHTING & CONTROLS STEVE CLINE PHONE 909-793-9554 LIGHTING FIXTURE NOTE: ALL CONDUIT AND CONDUCTORS FROM THE METER PEDESTAL TO THE BRIDGE SHALL BE CONSIDERED A PART OF THE BRIDGE LIGHTING BID ITEM AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFORE. BRIDGE LIGHTING NOTE: 06/23/2021 WWWWWWWWWS S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASEEE E E E E E E E E E E E EEEEEEEEE EEEEEEEEEEEEEEEEEEEEE E E E E E CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVWSSSSSSSSSSSFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MHMH12+00 13+00 14+0011+00 15+00 16+00 18+00 19+0017+00 R/W R/W R/WR/W R/W R/W R/W 68 69 EX.SIGNAL CONTROLLER CABINET 69 STA.12+90 69 STA.16+90 69 STA.14+90 68 68 68 68 68 68 62 62X4 J PAUL BUILDING DWGC1, LLC USA GASOLINE COMMERCIAL BUILDINGS 72 41 TCE**CAUTION** UNDERGROUND ELECTRICAL CONDUIT XING **CAUTION** UNDERGROUND ELECTRICAL CONDUIT XING **CAUTION** UNDERGROUND SPECTRUM CONDUIT XING 1 SEWER 1WATER 1 SEWER FD1 IID TRANSFORMER 1 IID VAULT 1 IID TRANSFORMER 2-4" CONDUITS 1 RAISE MH TO GRADE IID INTERIM SHOO FLY IID INTERIM SHOO FLY SEE SHEET 23 FOR CHANNEL CROSSING DETAILS OF SHOO FLY CVWD DW SEE BRIDGE PLANS FOR DETAILS 43 43 FRONTIER TO CONNECT TO 2-4" CONDUIT FROM BRIDGE 1 R=25' 90 43 3 AT VAULT, INTERCEPT & CONNECT EX. 6-6" CONDUITS STA.18+24 R=20' 69 64 64 69 R=20' R=25' 62 X2 **CAUTION** UNDERGROUND ELECTRICAL CONDUIT XING STUB 2 OF THE 4 6" CONDUITS ~5' FROM SOUTHERN BEND. R=25' X4 SEE BRIDGE & IID PLANS FOR DETAILS PP,SHOO FLY PP,SHOO FLY TCE PP,SHOO FLYFSSSSSSSSSSSS SSSSSS S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S SSSSW WWMWWMWWMWWMWWMWW EOHEOHEOHEOHEOHEOHEOHEOHS S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS EEE E E E E E EEEEEEEEEEEEPP PP FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EE E E E E MMME E E E E E E E E E E E EEEE FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO EEWW W WWWWW S S S S S S S S S S SSSSSSSSSSSSSDUNE PALMS MOBILE ESTA T E SMMM1 WATER SERVICE/ METER XING PULLBOX LA QUINTA HIGH SCHOOL 1 1MHMHMH 2 3 30 OFFICE 24+00 25+00 26+00 27+00 28+00 29+0023+0022+00 R/W R/WR/W R/W R/W 1 2"CONDUIT 1 PULLBOX 68 R=20' 68 SEE BRIDGE & IID PLANS FOR DETAILS 69 STA.25+05 69STA.23+65 EX.BLOCK WALL IID CONDUITS 1 IID CONDUITS R/W SPECTRUM PULLBOX 1 1 IID CABINET 1 IID CONDUITS WATER SERVICE/ METER RELOCATION BY CVWD FORCES 2-4"SPEC CONDUITS 2 PR.FACE CURB 2-4" CONDUITS 2 PB PR.BLOCK WALL PR.FACE CURB PR.BACK WALK 3 PP 62 X4 62 68 PR.RET. WALL PR.RET. WALL PR.RET. WALL AC76 72 CVWD SS 72 CVWD SS R=20'BR=25' PR.BLOCK WALL 59 X1 62 X4 61 61X2 R=25' PP 4 PP 3 PP R=25' IID INTERIM SHOO FLY CVWD WM SEE BRIDGE PLANS FOR DETAILS 43 PROP.BRIDGE SPECTRUM TO CONNECT PB TO 2-4" CONDUIT FROM BRIDGE 89 90 63 61 X2 62 X1 R=25' RISER 61 X2 4 PP,SHOO FLY 3 SEE SHEET 23 FOR CHANNEL CROSSING DETAILS OF SHOO FLY X4 60X1 62 X1 PP,SHOO FLY PP,SHOO FLY 43 PR.BACK WALK 36" MIN 30" 12" MIN IID COND. 2-5" PVC A BUTILITY TRENCH IID & SPECTRUM NOT TO SCALE UTILITY TRENCH IID ONLY NOT TO SCALE MIN 58 58 30" 24" MIN C UTILITY TRENCH NOT TO SCALE 58 D UTILITY TRENCH IID AND CITY CONDUIT NOT TO SCALE 58IID SERVICE & SPECTRUM SPECT.COND 2-4" PVC PLACED BY UTILITY SPECT.COND 2-4" PVC PLACED BY UTILITY 48" MIN 30" MIN 24" MIN CITY COND. 1-2" PVC IID COND. 2-6" PVC 48" MIN 30" MIN IID COND. 4-6" PVC IID COND. 1-3" PVC 1-6" PVC 36" MIN 30" 12" MIN IID COND. 2-5" PVC E UTILITY TRENCH IID & SPECTRUM NOT TO SCALE MIN 58 SPECT.COND 2-4" PVC PLACED BY UTILITY 24" 18" MIN F UTILITY TRENCH NOT TO SCALE 58CITY ONLY CITY COND. 1-2" PVC MIN SCALE: 1"=30' CORPORATE CENTRE DR DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 25 UTILITY JOINT TRENCHING PLAN 30 15 30 60 90 SCALE: 1"=30' 0 IID BACKBONE ELECTRICAL SYSTEM FRONTIER BACKBONE SYSTEM (BY UTILITY) IID ELECTRICAL SERVICE CONDUIT CITY COMMUNICATIONS CONDUIT 68 59 60 61 HIGHWAY 111 HIGHWAY 111 SPECTRUM BACKBONE RELOCATION (BY UTILITY) 1 IID REMOVAL (BY UTILITY) 2 3 LEGEND 06/2021 IID CONDUIT AND STRUCTURE DEPICTION HEREON IS FOR INFORMATION ONLY. SEE IID PLANS FOR CONSTRUCTION DETAILS. IID PLAN NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING ALL UTILITIES WHICH MAY BE IN CONFLICT WITH ANY TRENCHING AND/OR EXCAVATION OPERATIONS. UTILITY LOCATIONS ARE SHOWN FROM ATLAS MAPS AND FIELD LOCATES, WHICH ARE BOTH APPROXIMATE LOCATIONS. UTILITY POTHOLING IID INSTALLED (BY UTILITY)4 CONSTRUCTION NOTES 1 PROTECT IN PLACE 41 24" HDPE, N-12 WT JT SD PIPE 59 3" SCH 40 PVC, IID CONDUIT 60 4" SCH 40 PVC, IID CONDUIT 61 5" SCH 40 PVC, IID CONDUIT 62 6" SCH 40 PVC, IID CONDUIT 63 LARGE VAULT (6'x9.5') PER IID STANDARD 64 3" SCH 40 PVC, w/ PULL ROPE (CV LINK), @ MIN DEPTH OF 24", PER DETAIL ON SHEET 27 68 2" SHC 40 PVC, CITY COMM. CONDUIT 69 PULL BOX NO. 3.5 (PCC) PER SWPPP STD 405-1 72 RELOCATE SEWER APPURTENANCE PER SEWER PLAN 76 RELOCATE WATER MAIN PER WATER PLAN 89 METER PEDESTAL PER COLQ STD 730 90 TRANSFORMER PAD (SINGLE PHASE) PER IID STANDARD IID INSTALLED SHOO FLY, INTERIM (BY UTILITY) SEE THE BRIDGE PLANS FOR DETAILS ON CONDUIT LOCATED WITHIN THE BRIDGE STRUCTURE. ALL BRIDGE CONDUIT SHALL EXTEND A MINIMUM OF 10' BEYOND THE BACK WALL OF THE ABUTMENT AND SHALL HAVE A PERMANENT MARKING PLACED ON EITHER THE SIDEWALK OR FACE OF CURB. BRIDGE CONDUIT THE FOLLOWING IS A BRIEF DESCRIPTION OF THE UTILITY PROVIDED RELOCATION ACTIVITIES: IID - ELECTRICAL ·INSTALLATION OF OVERHEAD SHOO FLY ·REMOVAL OF OVERHEAD SHOO FLY ·CABLING OF NEW UNDERGROUND CONDUIT SYSTEM ·INSTALLATION OF ELECTRICAL EQUIPMENT FOR UNDERGROUND SYSTEM ·CUT OVERS OF ELECTRICAL SYSTEM ·REMOVAL OF EXISTING POLES AND CONDUCTORS FRONTIER - COMMUNICATIONS ·RAISE MANHOLE TO GRADE, SOUTH SIDE ·INSTALLATION OF CONDUIT AND CONNECT TO BRIDGE CONDUIT, SOUTH SIDE OF CHANNEL SPECTRUM - COMMUNICATIONS ·INSTALLATION OF CONDUIT AND HANDHOLE ALONG WITH CONNECTION TO BRIDGE CONDUIT, NORTH SIDE OF CHANNEL UTILITY PREFORMED RELOCATIONS SCALE: 1"=30' 06/23/2021 ITEMS FOR CONTRACTOR INSTALLATION CAN BE FOUND UNDER BASE BID #4 IN THE BID SCHEDULE. BASE BID #4 NOTE WWWWWWWWWWWWWWWWWWE EEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFO℄CVSC CVWD R/W56 82 82 RETAINING WALL SEE BRIDGE PLANS CVSC R/W 22 23 23 35 22 22 22 22 CUT OFF CUT OFF TOE TOE 13+00 3939 11+00 12+00 DUNE PALMS ROAD14' VAR 14' 81 A A B B J PAUL BUILDING 81 2' 3'3' 2' 4' 1BLOCK WALL 1BLOCK WALL 19+00CV LINK TRAIL BY OTHERS BEG TRAIL JOIN EX. 10+20.00 62.27 FS 2. 0 % 1 2 3 4 83 40'O.C. TYP 83 40'O.C. TYP 84 69 64 64 69 1 SLOPE PROTECTION SEE SHEET 17 FOR SLOPE PROTECTION PLAN 40 85 91 91 L=90' 88 8.33%8.33%18+49.71 TC 65.46 18+54.71 TC 64.98 18+70.60 TC 65.06 18+78.60 TC 65.96 2.0%0. 5 0 %66.17 FSEVC - 60'11 3 + 3 0 . 0 0 65 . 0 9 P V I 3.94 0.54% 11 3 + 0 5 . 0 0 64 . 1 1 F S BV C - 6 0 ' 11 2 + 3 3 . 0 0 61 . 2 7 P V I 11 2 + 6 3 . 0 0 62 . 4 5 F S EV C - 6 0 ' 11 2 + 0 3 . 0 0 61 . 4 3 F S BV C - 6 0 ' 61 . 5 8 F S 61 . 7 2 F S 61 . 8 5 F S 61 . 9 9 F S 62 . 1 2 F S 62 . 2 6 F S 62 . 4 1 F S SSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S WWWWWWWWWFOFOFOFOFOFOFOFOFOFOMH MH DWGC1, LLC CVSC 56 56 82 23 23 36 76 82 82 CV LINK TRAIL BY OTHERS 22 TOE 22 TOE 22 TOE 22 CUT OFF 22 CUT OFF 22 CUT OFF RETAINING WALL SEE BRIDGE PLANS CVSC R/W R/WVAR 39 39 20 + 0 0 21+00 22+00DUNE PALMS ROAD14' C C D D CVWD SWR ESMT 6' 6' 14' 81 81 81 18+00CVWD 1 SEWER 2. 0 %8.33%8.33%5 6 7 8 83 40'O.C. TYP 84 69 64 64 69 1 SLOPE PROTECTION SEE SHEET 18 FOR SLOPE PROTECTION PLAN 41 85 END TRAIL JOIN EX. 22+90.00 60.64 FS 60 . 8 8 F S 18+25.36 TC 65.44 18+31.36 TC 64.92 0.27%60.78 FS60 . 8 2 F S 60.95 FS4.11%21+80.0061.07 FSEVC - 80'21+40.0061.18 PVI21+00.0062.82 FSBVC - 80'20+85.0063.44 FSEVC - 80'20+45.0065.09 PVI20+05.0065.09 FSBVC - 80'2.0%9191 L=90' 88 18+49.71 TC 65.46 S S S S CONNECTOR TRAIL CENTERLINE DATA NO BEARING/DELTA RADIUS LENGTH NOTE 1 N 71°20'25" W --284.23'WESTERN CONNECTOR 2 Δ=04°18'44"143.00'10.76'WESTERN CONNECTOR 3 N 67°01'41" W --43.97'WESTERN CONNECTOR 4 Δ=18°54'40"27.00'8.91'WESTERN CONNECTOR 5 N 89°50'08" E --4.26'EASTERN CONNECTOR 6 Δ=18°46'52"93.00'30.48'EASTERN CONNECTOR 7 N 71°22'59" W --139.91'EASTERN CONNECTOR 8 Δ=02°06'33"3135.62'115.43'EASTERN CONNECTOR 2% 39 7'7' SECTION A-A 5' 5% MAX 4' 23 81 81 0.5' R/W ℄ 2' VAR 2:1 MAX EX.BLOCK WALL 2% 39 7'7' SECTION B-B 5' 5% MAX VAR 23 81 81 0.5' R/W ℄ 3' 2% EX.BLOCK WALL (1) (1) 3.4'-5.7' RET.WALL PER BRIDGE PLANS 56 2% 39 7'7' SECTION C-C 6' 5% MAX VAR 23 81 R/W ℄ 2' 5% (2) (2) 2.2'-3.3' RET.WALL PER BRIDGE PLANS 56 SECTION D-D 5.5' VAR 2:1 MAX 2% 39 7'7'6' 5% MAX VAR 23 81 81 R/W ℄ 5% 6.4'-5.6' 5.5' VAR 2:1 MAX 10+20.0 - 12+49.7 12+49.7 - 13+67.9 20+00.0 - 21+59.70 21+59.7 - 22.90.0 (3) (3) COMPACTED NATIVE (3) (3) COMPACTED NATIVE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 2% 91 81 91 24"9" 12"12" 1.75" 3/8" RAD 3/8" RAD FOR FLOWLINE CONSTRUCTION, SUSPEND A 2"X4" OR SIMILAR ALIGNMENT BOARD ON STAKES TO SET FLOWLINE. 1.5" 3"7.5"CLASS 560-C-3250 CONCRETE WEDGE CURB NOT TO SCALE 81 COMPACTED SUBGRADE 91 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72 26 CV LINK SECONDARY TRAIL PLAN CONSTRUCTION NOTES 1 PROTECT IN PLACE 22 CONSTRUCT CONC. SLOPE PROTECTION PER DETAILS ON SHEETS 20-21 23 CONSTRUCT CONC. TRAIL UNDERCROSSING PER DETAIL ON SHEET 21 35 CONSTRUCT 18" SD OUTLET W/ TRASH GRATE, PER DETAILS ON SHEET 21 39 CONSTRUCT 6" CONCRETE TRAIL OVER 4" CL II AGG. BASE 40 18" HDPE, N-12 WT JT SD PIPE 56 METAL RAILING (ON RETAINING WALL @ TRAIL) PER DETAILS ON SHEET 16 64 3" SCH 40 PVC, w/ PULL ROPE (CV LINK), @ MIN DEPTH OF 24", PER DETAIL ON SHEET 27 69 PULL BOX NO. 3.5 (PCC) PER SWPPP STD 405-1 81 4" THICK STABILIZED DECOMPOSED GRANITE, PER DETAIL ON SHEET 27 82 METAL RAILING (TRAIL UNDERCROSSING) PER DETAILS ON SHEET 29-30 83 INSTALL CITY FURNISHED IN PAVEMENT SOLAR GUIDE LIGHTS PER DETAILS ON SHEET 28 84 THERMOPLASTIC BANDING (UNDERCROSSING) PER DETAILS ON SHEET 27 85 6" SOILD WHITE STRIPE (PAINT) (TRAIL) 88 CONSTRUCT CURB RAMP CASE B TYPE 1 PER SPPWC STD. 111-5 91 CONSTRUCT WEDGE CURB PER DETAIL ON SHEET 26 LEGEND CONCRETE CONSTRUCTION 39 WESTERN CONNECTOR TRAIL EASTERN CONNECTOR TRAIL 20 10 20 40 60 SCALE: 1"=20' 0SCALE 1"=20'SCALE 1"=20'06/2021 DECOMPOSED GRANITE 81 64 64 06/23/2021 18+45.36 TC 64.97 18+53.36 TC 65.68 PLAN NOTES: 1.PAVEMENT MARKINGS INCLUDE UNDERCROSSING THERMOPLASTIC BANDING (UTB) AND A CHANNEL-SIDE SOLID WHITE EDGE STRIPE (PAINT). 2.ADJUST BANDING AS NECESSARY AROUND CURVES. MARK BANDING LAYOUT AND LIGHT LOCATIONS IN FIELD FOR APPROVAL PRIOR TO CONSTRUCTION. PLAN PLAN CHANNEL SIDE PATH PATH PATH CHANNEL SIDE CHANNEL SIDE 2'-0" 5'-0" 6" SOLID WHITE STRIPE EDGE OF BRIDGE DECK ABOVE EDGE OF BRIDGE DECK ABOVE 6" SOLID WHITE STRIPE 6" SOLID WHITE STRIPE 2'-0" 5'-0" 1'-0" CENTERLINE GUIDE LIGHT, 40' O.C. SPACING, TYP SEE SHEET 28 FOR DETAILS CENTERLINE GUIDE LIGHT, 40' O.C. SPACING, TYP SEE SHEET 28 FOR DETAILS CENTERLINE GUIDE LIGHT, 40' O.C. SPACING, TYP SEE SHEET 28 FOR DETAILS END BANDING CONTROL POINT BEGIN BANDING CONTROL POINT 40'-0" O.C. 40'-0" O.C. 40'-0" O.C. THERMOPLASTIC 'UTB BANDING' (ORANGE) THERMOPLASTIC 'UTB BANDING' (ORANGE) THERMOPLASTIC 'UTB BANDING' (BLUE) THERMOPLASTIC 'UTB BANDING' (BLUE) THERMOPLASTIC 'UTB BANDING' (ORANGE) EDGE OF CONCRETE TRAIL EDGE OF CONCRETE TRAIL EDGE OF CONCRETE TRAIL EDGE OF CONCRETE TRAIL EDGE OF CONCRETE TRAIL EDGE OF CONCRETE TRAIL 2'-0" THERMOPLASTIC 'UTB BANDING' (ORANGE) THERMOPLASTIC 'UTB BANDING' (BLUE) 2'-0" 32'-0" 44'-0" 8'-0"4'-0" 14'-0" 7'-0" 7'-0" 8'-0"20'-0"4'-0" 40'-0" 8'-0" THERMOPLASTIC BANDING (UNDERCROSSING) DETAIL NOT TO SCALE84 TRAIL BANDING - UNDER BRIDGE NOT TO SCALE TRAIL BANDING - RAMP DOWN NOT TO SCALE TRAIL BANDING - UP RAMP NOT TO SCALE TYPICAL BANDING SEGMENT NOT TO SCALE PLAN TRAIL CONCRETE JOINT & FINISH DETAIL NOT TO SCALE SJ SJSJ SJ SJSJ SJSJSJSJSJSJSSJ - FULL WIDTHSSJ - FULL WIDTHSSJ - FULL WIDTHSSJ - FULL WIDTH10' TYP 5' TYP LONGITUDINAL SCORE JOINT (SJ) TYP BOTH SIDES OF PATHTRAVERSE SAWCUT JOINT (SSJ) CENTER PANELS: MEDIUM BROOM FINISH PERPENDICULAR TO TRAFFIC FLOW SIDE PANELS: MEDIUM BROOM FINISH PERPENDICULAR TO TRAFFIC FLOW2'2'TOOLED 12" RADIUS @EDGE OF PATH 1" LIP TO ADJACENT GROUND NOTES: 1.CONCRETE JOINTS, SEE DETAILS HEREON. 2.DOWEL CONSTRUCTION JOINTS SHALL BE PLACED EVERY 60 FEET ALONG TRAIL. SEE CALTRANS STANDARD PLAN P10. 3.EDGE OF PATH SHALL BE DOWELED TO ADJACENT CONCRETE AT ACCESS POINTS. SEE CALTRANS STANDARD PLAN P10. CJ CONSTRUCTION JOINT (EXPANSION) DCJ DOWEL CONSTRUCTION JOINT (EXPANSION) SJ CONTROL / SCORE JOINT SSJ SAWCUT CONTROL JOINT 39 SECTION DECOMPOSED GRANITE (DG) DETAIL NOT TO SCALE81 FINISH GRADE DECOMPOSED GRANITE GEOTEXTILE FABRIC COMPACT SUBGRADE TO 90% MODIFIED PROCTOR, 12" DEPTH NOTES: 1.SEE SPECIFICATIONS FOR BOTH DECOMPOSED GRANITE AND GEOTEXTILE FABRIC. CL PLAN CV LINK CONDUIT PLACEMENT DETAIL NOT TO SCALE CL NOTES: 1.CONTRACTOR SHALL CONNECT TO EXISTING CONDUIT / PULL BOX FROM PREVIOUS INSTALLATION. 2.CONDUIT SHALL BE INSTALLED ALONG THE LANDWARD SIDE OF THE SECONDARY TRAIL, PER THE PLAN. 3.ALL CONDUIT SHALL BE SCHEDULE 40 PVC. 4.PULL ROPE SHALL BE INCLUDED IN ALL CONDUIT. 5.PULL BOXES SHALL BE NO. 3.5 (PCC) WITH A BOX EXTENSION TO A DEPTH OF 24" PER SWPPP STANDARD 405-1. 6.ALL PULL BOXES SHALL BE FURNISHED WITH A 6" DEPTH OF 12" MINUS DRAIN ROCK. 7.CONDUIT SHALL BE INSTALLED TO A MINIMUM DEPTH OF 24" BELOW FINISHED SURFACE. PULL BOX PULL BOX 3" SCH 40 PVC CONDUIT 1,000 FT MAX CHANNEL SIDE CENTER PANELS: MEDIUM BROOM FINISH PERPENDICULAR TO TRAFFIC FLOW14'CLCL 69 69 64 27 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK TRAIL DETAILS CONSTRUCTION NOTES CONSTRUCT 6" CONCRETE TRAIL OVER 4" CL II AGG. BASE 3" SCH 40 PVC, w/ PULL ROPE (CV LINK) PULL BOX NO. 3.5 (PCC) PER SWPPP STD 405-1 3" THICK DECOMPOSED GRANITE THERMOPLASTIC BANDING (UNDERCROSSING) PER DETAILS ON SHEET 27 39 64 69 81 84 06/23/2021 NOTES: 1.CITY TO FURNISH PATH LIGHTS, CONTRACTOR TO INSTALL. 2.SEE SPECIFICATIONS FOR GUIDE LIGHT MANUFACTURER OPTIONS. 3.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.EDGE LIGHTS IN [ORANGE] BANDING, RIGHT SIDE OF PATH (HEADING NORTH OR WESTBOUND) SHALL BE [ORANGE] (RGB: 255, 102, 15) OR AS APPROVED. 5.EDGE LIGHTS IN [BLUE] BANDING, RIGHT SIDE OF PATH (HEADING SOUTH OR EASTBOUND) SHALL BE [BLUE] (RGB: 102, 204, 255) OR AS APPROVED. 6.FOR CENTERLINE GUIDE LIGHT SPACING, SEE 2/CD806. FOR EDGE GUIDE LIGHT LAYOUT, SEE 1/CD804 & 2/CD804. 7.NO CENTERLINE GUIDE LIGHTS IN BANDING AREAS, UNDERCROSSING RAMPS, AND CONNECTOR PATHS UNLESS OTHERWISE SHOWN. TYPICAL PATH LAYOUT CENTERLINE GUIDE LIGHT [BLUE/ORANGE] CENTER LIGHT LED CONFIGURATION CENTERLINE & EDGE GUIDE LIGHT DETAIL CENTERLINE GUIDE LIGHT TOP SIDE LED LIGHT, TYP OF 6 SEE LED CONFIGURATION FOR LIGHT BULB COLOR SOLAR PANEL LEVELING SCREW, TYP OF 2 COVER SCREWS, TYP OF 4 (3) LED LIGHTS [ORANGE] (3) LED LIGHTS [BLUE] ANCHOR TAB, TYP OF 4 PLASTIC ENCLOSURE CONCRETE SOLAR LED PATH LIGHT NOTES: 1.INSTALL LIGHT ACCORDING TO MFR SPECIFICATIONS. 2.CORE DRILL DIAMETER AND DEPTH SHALL BE ADJUSTED AS REQUIRED TO PROPERLY INSTALL LIGHT HOUSING. 3.CONTRACTOR TO PROVIDE SAMPLE INSTALLATION FOR APPROVAL PRIOR TO CONSTRUCTION. SECTION SET IN MORTAR FINISH GRADE CL IN PAVEMENT SOLAR GUIDE LIGHT INSTALLATION DETAIL NOT TO SCALE 83 PLAN SOLAR LED PATH LIGHT LOCATION NOT TO SCALE 10' TYP 5' TYP 14'83 CLCL 40' O.C. SPACING NOTES: 1.LIGHTS SHALL NOT BE INSTALLED WITHIN BANDING AREAS, ACCESS POINTS, ON CONNECTOR PATHS OR PATH JUNCTIONS, UNLESS OTHERWISE NOTED ON THE PLANSSOLAR PED PATH LIGHT NOT TO SCALE FLUSHFLUSH 4 12" ∅, SEE NOTE 2 83 DUNE PALMS 3'-0"WESTBOUND EASTBOUND CLEQ.EQ.STREET NAME LEFT ALIGNED w/ EDGE OF PATH PATH PATH BRIDGE DECK SLABBRIDGE DECK SLAB PAINT BRIDGE SOFFIT AND STREET NAME NOT TO SCALE86 DUNE PALMSCL 10'3'-0"FONT DETAILS PER NOTE 1. PAINT BRIDGE EDGE PER NOTE 2 (ORANGE). BRIDGE PIER BRIDGE PIER STREET NAME RIGHT ALIGNED w/ EDGE OF PATH PAINT BRIDGE EDGE PER NOTE 2 (BLUE). 10'FONT DETAILS PER NOTE 1. NOTES: 1.STREET NAME FONT IS TO BE NEUTRA BOLD, 36" HEIGHT. THE TEXT COLOR SHALL BE WHITE. TEXT TO BE CENTERED ON THE BRIDGE VERTICAL SOFFIT AND ALIGNED WITH THE INNER PATH EDGE. 2.FOR THE WESTBOUND DIRECTION, THE BRIDGE SOFFIT SHALL BE PAINTED SATIN ORANGE (PMS 172C) OR AS APPROVED BY THE CITY. FOR THE EASTBOUND DIRECTION, THE BRIDGE SOFFIT SHALL BE PAINTED SATIN BLUE (PMS 297C) OR AS APPROVED BY THE CITY. SEE SHEETS 31-35 FOR SOFFIT PANELS AND PAINTING SEE SHEETS 31-35 FOR SOFFIT PANELS AND PAINTING 28 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK TRAIL DETAILS CONSTRUCTION NOTES INSTALL CITY FURNISHED IN PAVEMENT SOLAR GUIDE LIGHTS PER DETAILS ON SHEET 27 PAINT BRIDGE SOFFIT & STREET NAME PER DETAILS ON SHEET 28 83 89 06/23/2021 RUB RAIL RUB RAIL CAP END CURVED RAIL END PER DETAIL HEREON TOP RAIL TOP RAIL RUB RAIL BRACKET SEE DETAIL BR-3 ON SHEET 30 TOP RAIL BRACKET SEE DETAIL BR-1 HEREON CABLE, TYP OF 12 RUB RAIL BRACKET SEE DETAIL BR-4 ON SHEET 30 BASE PLATE BASE PLATE CABLE, TYP OF 12 5" ∅ O.D. STEEL PIPE [RUB RAIL] RUB RAIL BRACKET, BR-3 OR BR-4 WELD TO POST 3" ∅ TOP RAIL FINISH GRADE 5" ∅ RUB RAIL 1/4" ∅ 1x19 CABLE, TYP OF 14 TOP RAIL RUB RAIL CAP END END POST ASSEMBLY BASE PLATE CABLE SURFACE MOUNT: 4 HIT-HY 200 + HAS-R 316 - 7/8" EMBEDMENT DEPTH = 9" 3" ∅ TOP RAIL 1" GAP NOTES: 1.RAILING SYSTEM SHALL BE CUSTOM FABRICATED AND CONSISTS OF WELDED AND MECHANICALLY FASTENED PIECES. 2.PROVIDE FULL SHOP DRAWINGS PRIOR TO FABRICATION OF ALL COMPONENTS. DRAWINGS SHALL INCLUDE ALL REQUIRED MOUNTING HARDWARE FOR A COMPLETE RAILING SYSTEM WHETHER SHOWN OR NOT ON THESE DRAWINGS. 3.SHOP DRAWINGS SHALL INCLUDE INSTRUCTIONS FOR PROPER FIELD INSTALLATION. 4.ALL POSTS SHALL BE INSTALLED PERPENDICULAR TO MATCH RUNNING SLOPE OF PATH AND GROUTED TO VERTICAL IN RESPECT TO PATH CROSS SLOPE. 5.CABLES SHALL BE 316L MARINE GRADE STAINLESS STEEL. MAXIMUM CABLE LENGTH PER INDUSTRY STANDARDS. 6.CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. 7.ALL HARDWARE SHALL BE VANDAL AND THEFT RESISTANT. PAINT SCHEDULE: 1.SEE SHEET 30 FOR POST ASSEMBLY PAINT SCHEDULE. 2.ALL TOP RAILS SHALL BE GALVANIZED AND POWDER COATED [WHITE]. 3.CABLES AND CABLE HARDWARE SHALL NOT BE PAINTED. METAL RAILING ELEVATION NOT TO SCALE SURFACE MOUNT: 6 HIT-HY 200 + HAS-R 316 - 7/8" EMBEDMENT DEPTH = 9" 3/4" MIN GROUT AT POST C/L END POST ASSEMBLY SEE DETAIL HEREON END POST ASSEMBLY SEE DETAIL HEREON METAL RAILING (TRAIL UNDERCROSSING) DETAILS NOT TO SCALE82 POST/END POST DETAIL NOT TO SCALE POST DETAIL (FRONT) NOT TO SCALE END POST DETAIL (FRONT) NOT TO SCALE METAL RAILING ELEVATION (GRADE BREAKS) NOT TO SCALE END POST ASSEMBLY SEE DETAIL HEREON END POST ASSEMBLY SEE DETAIL HEREON 1/4" ∅ 1x19 CABLE, TYP OF 14 8"6"3'-5"3'-6"2'-1"3" ∅ O.D. STEEL PIPE [TOP RAIL] CABLE, TYP OF 12 BASE PLATE TOP RAIL BRACKET, BR-1 OR BR-2 WELD TO POST BOLT w/ WASHER, TYP OF 4 POST / END POST 8 1/2" BOLT w/ WASHER, TYP OF 4 POST INCLUDES BASE PLATE CABLE END HARDWARE: FIELD SWAGED ASSEMBLY INCLUDES: 1x TENSIONING END 1x TERMINAL END 2x ACORN NUT 2x HEX NUT 2x WASHER TOP RAIL BRACKET SEE DETAIL BR-1 HEREON 1/4" STEEL PLATE, SHAPE AND ANGLE TO MATCH EDGE OF POST HALF SECTION OF 3" ∅ INSIDE DIAMETER STEEL PIPE, MIN 1/4" THICKNESS WELDED FABRICATION SLOT FOR FASTENER SLOT, SIZE FOR FASTENER, TYP OF 4 TOP RAIL TOP RAIL BRACKET (BR-1 & BR-2) NOT TO SCALE MATCH POST1'-6"75° BRACKET BR-1 & BR-2 (SIDE) NOT TO SCALE BRACKET BR-1, POST (FRONT) NOT TO SCALE 3"TYP 1'-1 1/2" 1 1/2"CLEAR BRACKET BR-2, END POST (FRONT) NOT TO SCALE R= 5 " 3"TYP 2'-0" 1'-2 1/4" CLEAR SLOT, SIZE FOR FASTENER, TYP OF 4 CURVED RAIL (RUB RAIL END) DETAIL NOT TO SCALE 29 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK TRAIL DETAILS 06/23/2021 FRONT FRONT BASE PLATE BASE PLATE 1/2" STEEL PLATE 1/2" STEEL PLATE, TYP OF 2 WELDED CONNECTION PER FABRICATOR WELDED CONNECTION PER FABRICATOR TOPTOP HOLE SIZE FOR 7 8 " ANCHOR, TYP OF 4 1 2 " STEEL PLATE [BLUE] [WHITE] [ORANGE]COLOR KEYEASTBOUNDWESTBOUNDPOST, TYP EDGE OF PATH, TYP END POST, TYP PATH PATH BARRIER RAILING, TYP BARRIER RAILING, TYP INDICATES FACE OF VERTICAL POST, TYP RUB RAIL, TYP RUB RAIL, TYP TYPE B & C POST ASSEMBLIES PAINTED AREA, TYP PAINTED AREA, TYP PAINTED AREA, TYP TYPE A POST ASSEMBLY CABLES/RAIL, TYP SIDE FRONT FRONT TOP TOP 75° MATCH ANGLE OF POST RUB RAIL SLOT FOR FASTENER WELDED FABRICATION 1/4" STEEL PLATE HALF SECTION OF 5" INSIDE DIAMETER STEEL PIPE, MIN 1 4 " THICKNESS SLOT, SIZE FOR FASTENER, TYP OF 4 SLOT, SIZE FOR FASTENER, TYP OF 4 1 4 " STEEL PLATE 1 4 " STEEL PLATE 18'-0"26'-3" 9" SIDE POST/END POST DETAIL NOT TO SCALE POST DETAIL (FRONT) NOT TO SCALE END POST DETAIL (FRONT) NOT TO SCALE BR-3 / BR-4 BRACKET DETAIL NOT TO SCALE BR-3 BRACKET DETAIL (POST) NOT TO SCALE BR-4 BRACKET DETAIL (END POST) NOT TO SCALE3'-2"1/2" STEEL PLATE BASE PLATE WELDED CONNECTION PER FABRICATOR 3/8" ∅ HOLE, TYP OF 14 1" 3" 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2 3 4 " 2" 2" 8" 4 1 2 " 1"TYP 1 2 "CLEAR CL CL CL CL 1 1 2 "TYP 8"8" 16"112"TYP8" 3 3 4 " 1 1 2 "TYP 8"11 2"TYP8"8" 16" HOLE SIZE FOR 7 8 " ANCHOR, TYP OF 6 1 2 " STEEL PLATE 3 3 4 "6 1 8 "6 1 8 " 8" 1"TYP 4 3 4 "CLEAR 1 4 " STEEL PLATE 1 4 " STEEL PLATE RAILING POST PAINT SCHEDULE NOT TO SCALE TYPICAL EASTBOUND, SECTION A-A NOT TO SCALE TYPICAL WESTBOUND, SECTION B-B NOT TO SCALE CL CL POST ASSEMBLY TYPE NOT TO SCALE PLAN VIEW, POST PAINTING NOT TO SCALE B O B O B W O B O W BB AA O O O B B B W O O B B 30 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK TRAIL DETAILS 06/23/2021 31 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK BRIDGE SOFFIT PANEL DETAILS 06/23/2021 32 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK BRIDGE SOFFIT PANEL DETAILS 06/23/2021 33 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK BRIDGE SOFFIT PANEL DETAILS 06/23/2021 34 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK BRIDGE SOFFIT PANEL DETAILS 06/23/2021 35 06/2021 DESCRIPTION: BENCHMARK: BASIS OF BEARINGS: R E V I S I O N S DATE BY DESCRIPTION APP'D DATE CHECKED DATE DATE DRAWN DESIGNED SCALE JOB NUMBER CITY OF LA QUINTA 77100021 S H E E T DWG. NAME OF FILE NO. SHEETS APPROVAL BY: R.C.E. NO. 49418 EXP. 09/30/2022 PER PLANELEV. = 81.620' BRYAN McKINNEY, PE V CCISTATEOF I L A L I F O RNIA J No. 68828 YEL DA R B EF O R PDERETSIGERSIANOD.REENIGNELANOISS FOR: CITY OF LA QUINTA, CALIFORNIA CITY PROJECT #2011-05 PUBLIC WORKS DIRECTOR / CITY ENGINEER DATE: PREPARED UNDER THE DIRECT SUPERVISION OF: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2021 8413 E BASELINE ROAD SUITE 106 MESA, AZ 85209 PHONE: 480.757.0997 BM = NGS AH9136; DATUM: NAVD88 SURVEY DISK STAMPED "931+48.33", SET IN TOP OF CONCRETE MONUMENT IN THE MEDIAN AT THE INTERSECTION OF LA QUINTA CENTER AND HIGHWAY 111. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2009.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN BDBD UNDERGROUND SERVICE ALERT 1-800-227-2600 YOU DIG DAYS BEFORE TWO WORKING A PUBLIC SERVICE BY DIAL BEFORE YOU DIG TOLL FREE 72CV LINK BRIDGE SOFFIT PANEL DETAILS 06/23/2021 553535404045 45 50 50 55 6062 63 45 4550 505555 45406055 42 333331 BldgSD OutletPPConcParkingDITransf PadLtgWallConc WallGrouted RSPGrouted RSPConcConcConcConcSWSW484452 626361 536058 Dirt Rd 1819202122232438*Abut 1Abut 5373639BB EBDATUM = 20'5Pier 2Pier 4105'-0"135'-0"4041135'-0"105'-0"Pier 3OG1231' min. Freeboard480'-0"1235CV Link TrailPLANScale: 1" = 40'"LAYOUT" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19CV LINK TRAILCV LINK TRAIL 41212433GENERAL PLANPROFILE GRADESCALE: 1" = 40'ELEVATIONScale: 1" = 40'TYPICAL SECTIONScale: 1" = 10'Legend:= High water elevation for Bridge = 57.0' (SPF): "LAYOUT" Line = Street ℄, See Civil Plan= Closure PourNotes*STANDARD PLANS, 2018A3-A,B&C ABBREVIATIONSA62-A EXCAVATION AND BACKFILL - MISCELLANEOUS DETAILSA62-C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL-BRIDGEB0-1 BRIDGE DETAILSB0-3 BRIDGE DETAILSB0-5 BRIDGE DETAILSB0-13 BRIDGE DETAILSB2-3 16" AND 24" CAST-IN-DRILLED-HOLE CONCRETE PILEB3-1 RETAINING WALL TYPE 1 (CASE 1)B3-7A RETAINING WALL TYPE 6 (CASE 1)B3-7B RETAINING WALL TYPE 6 (CASE 2)B7-1 BOX GIRDER DETAILSB7-10 UTILITY OPENING - BOX GIRDERB8-5 CAST-IN-PLACE POST TENSIONED GIRDER DETAILSB9-1 STRUCTURE APPROACH TYPE N (30)B9-5 STRUCTURE APPROACH SLAB DETAILSB9-6 STRUCTURE APPROACH DRAINAGE DETAILSB11-47 CABLE RAILINGB11-58, 59 CONCRETE BARRIER TYPE 732SWB14-5 WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4")SHEET No. SHEET TITLEINDEX TO BRIDGE PLANSB1 GENERAL PLANB2 DECK CONTOURSB3 FOUNDATION PLANB4 ABUTMENT 1 LAYOUTB5 ABUTMENT 5 LAYOUTB6 ABUTMENT FOOTING LAYOUTB7 ABUTMENT DETAILS No. 1B8 ABUTMENT DETAILS No. 2B9 PIER LAYOUTB10 PIER DETAILSB11 TYPICAL SECTIONB12 GIRDER LAYOUTB13 GIRDER REINFORCEMENTB14 MISCELLANEOUS DETAILSB15 BRIDGE RAIL LAYOUT No. 1B16 BRIDGE RAIL LAYOUT No. 2B17 BRIDGE RAIL DETAILS No. 1B18 BRIDGE RAIL DETAILS No. 2B19 BRIDGE RAIL DETAILS No. 3B20 BRIDGE RAIL DETAILS No. 4B21 BRIDGE RAIL DETAILS No. 5B22 JOINT ASSEMBLY (MAX MOVEMENT RATING = 4")B23 RETAINING WALL DET. NO. 1B24 RETAINING WALL DET. NO. 2B25 LOG OF TEST BORINGS No. 1B26 LOG OF TEST BORINGS No. 2 12'B1ABCFFF1 Cast "Br. No. TBD"2 Cast "DUNE PALMS BRIDGE"3 Barrier Rail (La Quinta Bridge Rail)4 Structure Approach Slab5 Concrete Channel Lining6 Soffit Lighting - See "Bridge Lighting Plan"A Imperial Irrigation District Conduits (Possible)B Frontier CommunicationsC Utility - City of La QuintaD City FiberE SpectrumF Future UtilityG Future UtilityH Electrical Conduit - CV LinkI Soffit Art Panel & Painting - See Civil PlansJ Painting & Street Name - See Civil PlansBENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-078886'-0"1'-2"1'-2"41'-10"41'-10"40'-6"Stage 140'-6"Stage 23'-10"5'-0"2%Rail Width IncludingArch. Treatment2%5' Dia. Column5'-6"3CIP/Box Girder"LAYOUT" Line**℄Bridge18°18°18°18°18°86'-0"7'-2"7'-2"6'6'39'-8"32'-0"3'-10"℄BridgeN0°09'52"W℄Pier 2℄Pier 3 ℄Pier 4 320' VCR = 0.39% \ STA22+60Elev 65.84-0.75%+0.50%19+40Elev 66.24Rail Width IncludingArch. TreatmentN2202411.0204E6553315.7125N2201811.0228E6553317.4359DCEG1'-2"6'8'11'12'9'-8"12'11'8'1'-2"6'Bike/CartPathLane 1Lane 2Lane 2Lane 1MedianBike/CartPathClosurePour2-18" CMP 66" R . W a t e r S l e e v e Retaining Wall No. 1Retaining Wall No. 2Retaining Wall No. 3Retaining Wall No. 4Notes:1. Retaining Walls not shown for clarity2. Part Barrier Rail shown, it is continuous across thebridgeSDSDSDConc. Lining Cut-OffConc. Lining ToeConc. Lining TopConc. Lining Cut-OffConc. LiningConc. Lining ToeConc. Lining TopConc. Lining18"Ø DIP Water MainSewer PipesConc. (E)HIJIJ6**6/16/2021 4:57:02 PM72 18192021222324DECK CONTOURSScale: 1" = 20' DECK CONTOURS NOTES:1.2. X - Denotes 10' interval along "DP" line.3. Contours do not include Camber.4. Contour interval is 0.10'- Indicates 0.50' contours.ACCELERATION RESPONSE SPECTRA CURVE LOAD RESISTANCE FACTOR DESIGN GENERAL NOTESDESIGN: AASHTO LRFD Bridge Design Specifications, Sixth Edition, 2012 with Caltrans Amendments (AASHTO-CA BDS-6)SEISMIC DESIGN: Caltrans Seismic Design Criteria (SDC), V 1.7, April 2013DEAD LOAD: Includes 35 psf for future wearing surfaceAdditional 0.1 k/ft assumed for future utilitiesLIVE LOADING: HL-93 and permit design loadingSEISMIC LOADING: Site Specific Acceleration Response Spectra CurveREINFORCEDCONCRETE: fy = 60,000 psif`c = See "Concrete Strength and Type Limits"n = 8PRESTRESSEDCONCRETE: See "Prestressing Notes" on "Girder Layout" SheetSTRUCTURAL STEEL: ASTM A709 Grade 50STEEL PIPE PILES: ASTM A252, Grade 3CONCRETE STRENGTH AND TYPE LIMITSStructural Concrete, Bridge Footing (4,000 psi @ 28 days)Structural Approach Slab, Bridge (4,000 psi @ 28 days)No ScaleStructural Concrete, Bridge (Polymer Fiber) (4,500 psi @ 28 days)Cast-In-Drilled Hole Concrete (4,000 psi @ 28 days)B2BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788EB 23+48.2BB 18+68.2"LAYOUT" LineN0°09'52"W℄BridgeN0°09'52"W℄ Pier 2 ℄ Pier 3 ℄ Pier 4 ℄ BRG Abut 1 ℄ BR G A b u t 5Edge of DeckEdge of DeckApproach SlabApproach SlabStructural Concrete, Bridge (4,000 psi @ 28 days)6/16/2021 4:57:31 PM72 5535354 040 45 45 50 50 55 6062 63 4 5 4550 505555 4540606055 42 333331 BldgPPConcParkingDILtgWallGrouted RSPGrouted RSPConcConcConcConcSWSW48 4452 6058 Dirt Rd 18192021222324Ret Wall No. 4N65°35'09"EBENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788FOUNDATION PLANScale: 1" = 20' PLAN Drainage Area:Frequency (years)Discharge (CFS)Water Surface(elev. at bridge)FloodOvertopping110,00062.6HYDROLOGIC SUMMARY51.443,00010040082,00057.0= 788 square milesSPFFloodBase / DesignFlood500NOTES:1. Utilities locations shown are approximate. See Civil Plans for additional information.2. See Roadway Plans for R/W & TCE.Flood plain data are based upon information available when the plans wereprepared and are shown to meet Federal requirements. The accuracy of saidinformation is not warranted by the City and interested or affected parties shouldmake their own investigation.BENCH MARKS:Benchmark:BM = NGS AH9136; DATUM: NAVD88Survey Disk Stamped "931+48.33", Set in Top of Concrete Monument in theMedian at the Intersection of La Quinta Center and Highway 111.Elevation: 81.620', NAVD 88Basis of Bearings:The Bearings shown hereon are Based on the Line Between Stations "TMAP"and "PSAP" (Positions per Geodetic Survey, NAD 83, EPOCH 2009.00) asshown on the National Geodetic Survey Published Data Sheets, being North57°23'28.38" West.SCOUR DATA TABLESUPPORTNO.LONG TERM (DEGRADTION ANDCONTRACTION) SCOUR ELEVATION (FT)ABUT 1 0 0BENT 2 39.3 21.9BENT 3 39.3 21.9BENT 4 39.3 21.9ABUT 5 0 0SHORT TERM (LOCAL)SCOUR DEPTH (FT)NOTES:XX.XIndicates PileIndicates bottom of abutment, footing or anchor block elevation.Indicates CIDH Pile23+46.6218+69.7819+73.2021+08.2022+43.20"LAYOUT" LineN0°09'52"WWWLOLWWLOLWWLOLWWLOLN72°09'52"W℄PIER 2 N72° 0 9 ' 5 2 " W ℄PIE R 3 N72° 0 9 ' 5 2 " W ℄PIER 4 N72°09'52"W℄BRG ABUT 1 N72° 0 9 ' 5 2 " W ℄BRG A B U T 5 B351.051.018'-11 116"17'-11316"9'-138"18'-1118" 18'-1 1 1 16" 9'-13 8"18'-1 11 8" 18'-1 1 1 16" 9'-13 8"18'-1 11 8" 17'-113 16" 17'-113 16"N0°09'52"WN0°09'52"WN0°09'52"WN0°09'52"WLocation Pile TypeAbut. 1 24" CIDH 51.25 970 750 160 0 N/A N/A 0.0 (a), 20.0 (c) 0.0Design TipElevation (ft)Note 1, 2, 4SpecifiedTip Elevation (ft)Note 3Pier 2 60" CIDH 35.00 3100 2500 2300 0 1300 0 -68.0(a), 18.0(b) -68.0Abut. 5 24" CIDH 51.25 980 760 160 0 N/A N/A 0.0 (a), 20.0(c) 0.0Pile Data Table-67.0(c)-69.0(c)-67.0(c)Pier 3 60" CIDH 35.00 3200 2600 2550 0 1260 0 -75.0(a), 19.0(b) -75.0Pier 4 60" CIDH 35.00 3100 2500 2500 0 1230 0 -73.0(a), 16.5(b) -73.0Notes:1. Design pile tip elevations are controlled by the required:(a) Minimum factored nominal resistance in axial compression for Strength Limit State, (b) Minimumfactored nominal resistance in axial compression for Extreme Event I (Seismic) Limit State, (c) Critical length for laterally loaded pile.2. Design tip elevation (a) is based on: resistance factor (Øs=0.7) with end bearing neglected and a group reduction factor of 0.65 for the abutment piles, andresistance factors (Øs=0.7, Øb=0.5) and no group reduction for the pier piles. Design tip elevation (b) is based on resistance factors (Øs=1.0) with end bearingneglected.3. The Specified Pile Tip Elevations shall not be raised.4. For the piles tipped at the Specified Pile Tip Elevation, the estimated total support settlement due to the design Service Limit State 1 load is less than thepermissible value of 1.0 inch. The estimated differential settlement between any two adjacent supports is less than 0.5 inches. Design tip elevation for settlement isnot provided or necessary since the piles tip cannot be raised above the Specified Pile Tip Elevation as per Note 3 below.Cut-OffElevation (ft)Total PermanentSevice Limit State ILoad Per Support (Kips)Required Minimum FactoredNominal Resistance (kips) Per PileCompression Tension Compression TensionStrength Limit State Extreme (Seismic) Limit StateØs=0.7,Øb=0.5Ret Wall No. 2N71°53'13"WRet Wall No. 1N72°53'22"W Ret Wall No. 3N71°20'45"W2-18 " C M P 66" S l e e v e - 5 4 W a t e r L i n eSlope paving (E)Slope paving (E)Slope paving (E)Slope paving (E)Ret Wall No. 4N69°13'59"WConc. (E)Øs=0.7,Øb=0.5Øs=0.7,Øb=0.5Øs=0.7Øs=0.718"Ø DIP Water Main (N)Sewer Pipes (N)6/16/2021 4:58:15 PM72 ABUTMENT 1 LAYOUTPLANSCALE: 1/4" = 1'-0"B0-1℄ABUT BEARING20'-0" along WWLOL, typStructure ApproachSlab Type N(30)B7-10U-8WWLOL49'-21516"41'-2316"90'-518"ELEVATIONSCALE: 1/4" = 1'-0"B4BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788Steel Reinforced Elastomeric Bearing Pad, 16"x16"x5", tot 10Expanded PolystyreneFuture Utility Opening, TypInternal Shear KeyExternal Shear KeyB7-10U-4Future Utility Opening, TypInternal Shear KeyExternal Shear KeyExpanded PolystyreneExternal Shear KeyExternal Shear Key1st Stage Construction2nd Stage Construction"℄ Bridge""LAYOUT" LineBearing Pad, TypTop of BackwallBarrier Rail Not ShownBarrier Rail Not ShownFG Approx.AA10'-6316"6'-71516"9'-5916"9'-5916"6'-778"2'-5716"6'-71516"9'-5916"9'-5916"6'-71516""LAYOUT" Line"℄ Bridge"WWLOLNotes:1. For Typical Section see "Abutment Details No. 2" Sheet.2. For Section A-A and B-B, Bearing Pad Details, External Shear Key, andInternal Shear Key Details see "Abutment Details No. 2" Sheet.3. For Casing Detail see4. For Utility Opening Dimensions at Abutment, see "Typical Section" Sheet.5. Abutment and Footing Longitudinal Reinforcement Bars shall be Lap Splicedat Stage Construction Joint.6. For Wingwall Details, see "Abutment Details No. 1" Sheet.7. Not all Piles are shown in Elevation View.B7-10U-8Edge ofDeckEdge ofDeck18+50AABBConst. JointNote:Retaining Walls and CVWD Trail not shown forclarity.6/16/2021 4:58:35 PM72 ABUTMENT 5 LAYOUTPLANSCALE: 1/4" = 1'-0"B0-1℄ABUT BEARING6'-0" along WWLOLEdge ofDeck41'-2316"49'-21516"90'-518"Edge ofDeckELEVATIONSCALE: 1/4" = 1'-0"B0-1B5BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788B7-10U-4Future Utility Opening, TypExpanded PolystyreneExternal Shear KeyExternal Shear Key1st Stage Construction2nd Stage Construction"℄ Bridge""LAYOUT" LineBearing Pad, TypTop of BackwallBarrier Rail Not ShownBarrier Rail Not ShownFG Approx.AABBStructure ApproachSlab Type (N)B7-10U-8WWLOLSteel Reinforced Elastomeric Bearing Pad, 16"x16"x5", tot 10Expanded PolystyreneFuture Utility Opening, TypInternal Shear KeyExternal Shear KeyInternal Shear KeyExternal Shear Key2'-5716"6'-71516"9'-5916"6'-778"10'-6316"6'-71516"9'-5916"9'-5916"6'-71516""LAYOUT" Line"℄ Bridge"WWLOLNotes:1. For Typical Section see "Abutment Details No. 2" Sheet.2. For Section A-A and B-B, Bearing Pad Details, External Shear Key, andInternal Shear Key Details see "Abutment Details No. 2" Sheet.2. For Casing Detail see3. For Utility Opening Dimensions at Abutment, see "Typical Section" Sheet.4. Abutment and Footing Longitudinal Reinforcement Bars shall be Lap Splicedat Stage Construction Joint.5. For Wingwall Details, see "Abutment Details No. 1" Sheet.6. Not all Piles are shown in Elevation View.B7-10U-89'-5916"23+50AAConst. Joint12'-0" along WWLOLNote:Retaining Walls not shown for clarity4"Ø Conduit6/16/2021 4:59:00 PM72 BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788ABUTMENT FOOTING LAYOUTABUTMENT 5 FOOTING PLANSCALE: 1/4" = 1'-0"B0-1B637'-178"46'-1018"91'-534"6 Spaces @ 6'-0" = 36'-0"6 Spaces @ 6'-0" = 36'-0"84'-0"2'-938"3'-858"6 Spaces @ 6'-0" = 36'-0"6 Spaces @ 6'-0" = 36'-0"1'-178"5'-418"2'-6"2'-6"2'-0"2'-0"9'-0"WWLOLWWLOL45'-258"38'-938"91'-534"ABUTMENT 1 FOOTING PLANSCALE: 1/4" = 1'-0"B0-16 Spaces @ 6'-0" = 36'-0"6 Spaces @ 6'-0" = 36'-0"84'-0"5'-418"1'-178"7 Spaces @ 6'-0" = 36'-0"6 Spaces @ 6'-0" = 36'-0"3'-858"2'-938"2'-6"2'-6"2'-0"2'-0"9'-0"WWLOLWWLOL"LAYOUT" Line"℄ Bridge""LAYOUT" Line"℄ Bridge"Const. JointConst. Joint4" Chamfer, Typ4" Chamfer, Typ℄ABUT FOOTING℄ABUT FOOTING2'-4"2'-4"5'-6"5'-6"5'-6"5'-6"6/16/2021 4:59:19 PM72 BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788ABUTMENT DETAILS NO. 1B7TYPICAL SECTIONSCALE: 1/2" = 1'-0"#5 @ 12"BB or EB#5 x 2'-0" @ 12"#5 @ 12" *#6 @ 12"#7 @ 12" *#7 x 7'-0" @ 12" *20 - #5, total24" Ø CIDH Pile#7 cont. total 6CL Abutment Bearing Expanded polystyrene#5 @ 12" *3'-0"3" clr. typ.#7 @ 9" *3" clr. typ.6" clr.3"#7 @ 9"*Structure Approach Slab2'-6"1'-0"3'-0"11#4 @ 9" *1'-6"C Abutment FootingLConst. jointB0-1313-22'-6"2'-0"2'-6"2'-0"Detail AExpanded polystyrene1'-6"Breakout for joint assembly, for detailssee "Joint Seal Assembly" Sheet#6 @ 12"*Concrete Barriernot shownC Abut BrgL3'-0"C#4 tot 2#9inside face#4 12" #9 #5 tot 9, evenly spaced,extend into Ftg2" Clr, Typ#4 outside faceC#4 @18#9 @9B11-58#9 tot 4BO-1WWLOL1'Outside Face#4 @ 18,outside faceScale: 1/2" = 1' SECTION C-C GeocompositeDrain, See Sheet B8for details2" clr. typ.B0-13 DETAIL ANo ScaleExpandedpolystyrene"a" + 12"12 " Expansion Jt. fillerAbut seatConst jointGeocomp.drain1'-4"BackwallB6-21WINGWALL ELEVATIONSCALE: 1/4" = 1'-0"Drainage Details (See Note 1)2'-6"Decorative railingSee Civil Plans for Slope LiningBridge Super StructureFinish GradeChannel Lining#4 @ 24"Joint Seal Assembly (MR = 212")See "Joint Seal Assembly" SheetNotes:1. For Drainage Details, See2. * Place parallel to ℄ Bridge and place along ℄ abutment FootingB9-6B9-6B9-52" ExpandedPolystyreneGeocomposite Drain,See Sheet B8 for details#9#4, outside face#5Abutment FtgOutside FaceWingwall Section at Abutment FootingGeocompositeDrain, See Sheet B8for detailsConst. Jt.6"Footing rebars not shownLPile6/16/2021 4:59:53 PM72 BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788ABUTMENT DETAILS NO. 2B8DETAIL CNo Scale3"Filter fabricwrap aroundNotes: A. 4" Dia drains at intermediate sag points and at 25' max center to center.Exposed wall drains shall be located 3"± above finished grade. B. Geocomposite drain, cement treated permeable base, and 3" Dia slottedplastic pipe continuous behind abutment. Cap ends of pipe. Provide"Tee" connection at each 4" Dia drain. C. Connect the low end of plastic pipe to the main outlet pipe as applicable.SECTION C-CNo Scale3" unslottedplastic pipeCap, Typ. see Note B3" slotted plasticpipe, see Note BTee connection3"Backface of abutment orretaining wallABUTMENT SECTIONNo ScaleFinished GradeSee "Detail C"See Note BSee "Detail B"See Note A3'-0"Geocomposite Drain-2%DETAIL BNo Scale1'-0"Bond 6" to wall. Cuthole for 3" pipe.Bond to geocompositedrain, 3" MinLevel or slopedtoward wall10 mil polyethylene sheetCement treatedpermeable baseCC3"-2%Backfill sideBackfill side3" slottedplastic pipeNo Scale BEARING PAD DETAIL B0-1313-1Expanded Polystyrenesame thickness as BearingPadC Interior Bearing PadLGalv. sheet metal 116" thick, Typ2" all around, TypFace of exteriorshear keyBearing PadLevel3"3"Bearing PadLevel3"3"C Exterior Bearing PadLWEEP HOLE AND COMPOSITE DRAINAlternative to Bridge DetailB0-33-1Notes: 1. Abut 1 shown, Abut 5 similar, except noted. 2. Coat top of Bearing Pad with grease prior to placing sheet metal2'-0"1" Exp Joint Filler2" Expanded PolystyreneB0-1313-2B0-33-1Scale: 1/4" = 1'-0" INTERNAL SHEARKEY ELEVATION Scale: 1/4" = 1'-0" EXTERNAL SHEARKEY ELEVATION Scale: 1/2" = 1'-0" SECTION B-B Scale: 1/2" = 1'-0" SECTION A-A #5 Tot. 4#10 Tot. 46'-0"#5 Tot. 4MandatoryConst. Joint(See Note 1)#7Not all Abut.Reinf. Shown#10 Tot. 86'-0"#5 Tot. 4#5 Tot. 8Bridge Deck4" ExpandedPolystyreneB0-1313-11'2ndt Stage Construction1st Stage ConstructionMandatory Const. Joint(See Note 1)Notes:1. Mandatory Joint Surface to be Smooth and Lined with 15 PoundConstruction Paper.2. Do not Extend the Shearkey Rebars into Abutment Stem, except asshown.#5#5 Tot. 12#5#5 Tot. 4#10 Tot. 46'-0"#5 Tot. 12#5 Tot. 4#10 Tot. 86'-0"#5 Tot. 10#5 Tot. 10Mandatory Const. Joint (See Note 1)1'-0"#5 Tot. 84'-0" 4'-0"Scale: 1/2" = 1'-0" WINGWALL CORNER DETAILS #5 @ 9"Abutment WingwallAbutment Reinf., not all shownB0-11-5Const. JointAbut. Reinf.℄Bridge6"6"See "Typical Section",Sheet B7 for AbutmentDetails4" Conduit @ Abut 54" Conduit @ Abut 5 only6/16/2021 5:00:22 PM72 45PIER LAYOUTScale: 3/16" = 1'-0" PLAN B9BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788Scale: 3/16" = 1'-0" ELEVATIONScale: 3/8" = 1'-0" PIER CAP STIRRUP PLAN SpecifiedTip Elev3" Clr 1'-0" SeeNote 6#7 Hoops @ 4" (See Note 2)No splice allowed in main column reinf.)45'#7 Hoops @ 6"Limits of payment for CIDH Pile OGUtilityOpening, TypB7-10U-7#14#6 @ 9" (Typ)2'-0"2'-0"#6 @ 9" (Typ)2'-0"2'-0"@ 6"@ 12"@ 6"@ 12"@ 6"#7 Stirrup spacingPlace parallel to ℄ "DP" andspace along ℄ Pier℄Bridge℄PierColumnTyp#11Tot 9#14 Tot 18(9 Bundles)Edge of exterior GirderEdge of DeckB7-10U-7B7-10U-7#11Bottom Reinforcement Top ReinforcementReinforcement Symmetrical about Phase 1and Phase 2 Bridge Deck Construction#7 @ 6"#7 @ 12"#7 @ 6"#7 @ 12"#7 @ 6"Notes:1. For Section D-D, E-E, F-F and G-G see "Pier Details" sheet.2. All hoops shall be butt welded and shall meet the "Ultimate Splice" requirements.3. CIDH reinforcing where permitted and all hoops shall be butt welded and shall meet the "Ultimate Splice" requirement.4. No splices permitted in pier cap reinforcement.5. For utility opening dimensions at piers, see "Typical Section" sheet.6. If necessary, a maximum of 4 main column bars may be trimmed to 1'-3" below Top of Deck to clear prestressing ducts.7. For detail of bar placement through columns, see "Pier Details" sheet.LEGEND:Indicates Closure PourIndicates Bundled BarsClosure Pour℄Bridge℄Bridge℄PierEdge of exterior GirderEdge ofexterior GirderEdge of DeckEdge of DeckDDEEFFGGCIDH TopElevation 32.0CIDH TopElevation 32.0Column below. TypSoffit Vent, Typ6/16/2021 5:01:12 PM72 PIER DETAILSB10BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788Scale: 1" = 1'-0" SECTION D-D Scale: 1" = 1'-0" SECTION E-EConst. Jt.#7#73'-6"LapColumn Reinforcement7'-0"Measured normal to ℄ Pier (Typ)6" Clr to Main Reinf 3'-6"3'-6"4" Clr to Main Reinf Const Joint℄Pier#14 Total 18(9 Bundles)#11 Total 94" Fillet (Typ)3" ClrMin1'-3" to ClrPS Ducts #11 Cont Total 7See Note 1#9 Cont Total 4 Each Face(See Note 1)112" Clr (Typ)(See Note 1)B0-5B0-55-105-11or3" ClrB0-5B0-55-105-11orLimits of distribution reinf. #5 Tot 15Scale: 1" = 1'-0"CIDH PILESECTION G-GScale: 1" = 1'-0"SECTION F-F#14 Tot 30(15 Bundels)#7 Hoops℄Pile = ℄ Column5'-0"5"Clr#14 Tot 30(15 Bundels)#7 Hoops℄Pile = ℄ Column5'-0"5 "Clr Notes:1. Reinforcement may be adjusted to clear prestressingducts.2. Inspection Pipes in the CIDH Pile terminates 2' abovethe Top of CIDH Pile Elevation.2" I.D. Inspection Pipe, Typ812 "Min 7'-0"Measured normal to ℄ Pier (Typ)3'-6"3'-6"4" Clr toMain ReinfConst Joint℄Pier#14 Total 18(9 Bundles)B0-5B0-55-105-11or3" ClrB0-5B0-55-105-11orLimits of distribution reinf.Limits of distribution reinf.#5 Tot 156/16/2021 5:01:43 PM72 TYPICAL SECTIONTYPICAL SECTIONScale: 1/4" = 1'-0"PART TYPICAL SECTIONScale: 1/2" = 1'-0"86'-0"1'-2"6'-0"4'-10"4'-10"6'-0"1'-2"31'-0"31'-0"3'-0"2'-3"7'-3"2-Spaces @ 9'-0" = 18'-0"7'-3"2'-3"3'-0"3'-0"2'-3"2-Spaces @ 9'-0" = 18'-0"7'-3"7'-3"3'-0"2'-3"5'-6"6"TYP.8"6"1'-0"& VAR.Rail With Arch. TreatmentRail With Arch. Treatment-2%-2%1'-0"ConcreteMedian6"34" DripGrove, Typ"LAYOUT" LineB7-10U-4B7-10U-5B11-58B0-5B0-55-105-11#5, S= 11or1'-7"2" Clr@ 11#41'-7"#4 cont @ 18#4 @ 12#5orStirrups, Typ1 1/2" Clr #8 cont tot 2per girder, Typ#5 tot 6, Typ1" Clr #4 cont tot 4, Typ#5 cont tot 6, Typ#4 @ 11 Spacealong "℄ Bridge" and parallel toAbutment#4 @ 9, Typ#8 cont tot 2per girder, Typ#8 cont tot 2per girder, TypConstruction joint, Typ#4 @ 12, Typ1" ClrB0-5B7-1B8-5#5 tot 8 per bay, Typ6"6"6"6"B112"2"3'-0"Lap#5 Tot 14#5 @11Raised Median END DIAPHRAGMScale: 1" = 1'B7-10B7-1S-2B0-5B0-55-10 5-11C Abut BrgL#5 @ 11"Place parallel to girdersand space alongC AbutLBlockout for recess#8 tot 6#6 tot 4#4 @ 4" Grillage placed 1"from PS Bearing Plate#5 @ 123"Limits of transverseslab reinf.3"1'-10"Limits of distribution reinf.8'-0"4" Min filletor#5 @ 113'-0"Joint Seal Assembly Blockout (See "Joint Assembly" Sheet)Notes:1. Falsework Release:Alternative 1:Falsework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60days after the falsework has been released.Alternative 2:Falsework shall not be released less than 28 days after the last concrete has been placed. Closure pour shall not beplaced sooner than 14 days after the falsework has been released. When falswork Alternative 2 is used, camber valuesare 0.75 times shown.2. Reinforcement may be bent or lowered to clear prestressing ducts.3. Reinforcement bars may be adjusted, as necessary, to install joint seal assembly (upon approval of the joint sealassembly shop drawings an as directed by the engineer).4. For K Rail placement, see "Road Plans" and Standard Plan T3.℄Bridge3'-10"See Note 435'-0", Typ8'-0", Typ1'-10" TypPlace parallel to ℄ of Abut. Brg. and place along ℄ BridgeUtility Pipe Size Casing Opening Opening at Piers at End Diaph (HxW) (HxW)A IID 4 - 6"Ø 18"x21" 18"x21"B Frontier 2 - 4"Ø (1)C City 2 - 4"Ø (1)D City Fiber 1 - 3"ØE Spectrum 2 - 4"Ø (1)F Fut. Utility 18"x18" 18"x18"G Fut. Utility 1 - 4"Ø (1)H CV Link 1 - 4"Ø(1) Conduit shall extend a minimum of 10' beyond the back of bridgeabutment. Conduit ends shall be marked on the sidewalk or curb face.AFFFBCBENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788LEGEND:Indicates Closure PourNote:#8 Reinforcement shown shall be made continuous andmeet "Service Splice" requirements.34" Drip Grove, Typ6"112" Clr (Typ)# 4B11-58#5DCGE4" Fillet(Optional-Contractor)8"℄Bridge#5 @ 5 12"Place parallel to girders andspace along ℄ Abut#5 Cont.(See Note 3)Utility openingsB8-5#5, add'l, typH6/16/2021 5:02:13 PM72 1920212223BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788Scale: 1" = 20' GIRDER LAYOUT B12Denotes width of girder.PRESTRESSING NOTES270 ksi Low Relaxation Strand:PJack = 7,832 kips (Each Bridge)Anchor Set= 38"Total Number of Girders = 5 (Each Bridge)Distribution of Prestress force (Pjack) between girders/ducts shall not exceed the ratio of 3:2. Maximum final forcevariation between girders shall not exceed 725 kips.Concrete: f'c = 4,500 psi @ 28 days f'ci = 3,500 psi @ time of stressingContractor shall submit elongation calculations based on initial stress at = 0.8612 times jacking stress.µ = 0.15; K = 0.0002 = Indicates theoretical point of no movement for both ends stressing. CAMBER DIAGRAM No Scale12B14-5Soffit Access Openingtot 16, TypB7-10U-8, Typ18121812121212181812121812121812121812121812121218121812121218181212181212121218121218121212181218121212121818121218121218121218121218121212181218121212121818121218121218121218121218121216'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder FlareB7-10U-8, TypB7-10U-8, TypB7-10U-7, TypC Abut 1 BrgLC Pier 2L C Pi e r 4 L C Ab u t 5 B r g L C Pi e r 3 LEdge of deckEdge of deckGIRDER LAYOUTDenotes width of girder.Notes:1. For additional top and bottom reinf. see "Typical Section" sheet.2. Camber values shown do not include allowances for falsework settlement.12B7-10U-8, Typ1812181212121218181212181212181212181212181212121812181212121218181212181212181212181212181212121812181212121218181212181212181212181212181212121812181212121218181212181212181212181212181212℄ Bridge16'-0"Girder FlareB7-10U-8, TypB7-10U-8, TypC Abut 1 BrgLC Pier 2L L C Ab u t 5 B r g L L 2'-11"L1L2L3L4.1L312" 10" 10" C Pier 3L C Pier 4L C Pier 2LC Abut1 BrgL C Abut5 BrgL3"16'-0"Flare, Typ.5L3.1L2.5L2.1L412".4L4.1L3.4L1.1L1.1L212"10"3'-1058" 3'-91 4" 10" 5'-6" 2'-11" 5'-6"20@63"20@612@1212@12@183"20@620@123"20@63"20@620@12@18#5 orStirrup spacing3"20@612@12@183"3"12@1220@620@12@1820@1220@616'-0"Flare, Typ12", Typ16', Typ3'-105 8" 3'-91 4" 3'-91 4" 3'-91 4" PART LONGITUDINAL SECTION No ScaleB7-1B8-5"LAYOUT" LineB7-1Soffit Vent, TypInflection pointCenter of gravityof cable path isparabolic between points shown0.00'0.00'0.00'0.06' 0.05' 0.06' C Abut1 BrgLC Pier2L C Pier 3L C Pier 4L C Abut5 BrgL ProfileGradeCamber Line14 span12 span34 span14 span12 span34 span 1 4 span 1 2 span 3 4 span 1 4 span 1 2 span 3 4 span 0.00' 0.00' 0.00' 0.08'0.05' 0.08' C Pier2 C Pier 3 ProfileGradeCamber Line14 span12 span34 span 1 4 span 1 2 span 3 4 span SoffitSoffit6/16/2021 5:02:36 PM72 21BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788B13GIRDER REINFORCEMENTScale: 1/4" = 1'-0" ADDITIONAL TOP LONGITUDINAL REINFORCEMENTNOTES:1. No Splices permitted in additional longitudinal reinforcement2. Numbers at the end indicate the distance to ℄ of Pier.30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"℄Pier, TypEdge of Bridge Deck"LAYOUT" Line℄Bridge#9 X 50'-0" Total 8 (Each BayEvenly Spaced), Typ℄Girder6/16/2021 5:02:58 PM72 18192324MISCELLANEOUS DETAILSScale: 1" = 10' PLAN Note:1. Colored Stamped Concrete per City of La Quinta STD 720B14BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788Scale: 1/2" = 1'-0" SECTION A-A Scale: 1/2" = 1'-0" SECTION B-B Scale: 1/2" = 1'-0" SECTION C-C Scale: 1/2" = 1'-0" SECTION D-D Scale: 1/2" = 1'-0" SECTION E-E 4'-10"4'-10"# 4 @ 12"1'-0"#4 @ 12" Each Way2"8"See Note 1℄Bridge4'-10"4'-10"# 4 @ 12"1'-0"#4 @ 12" Each Way2"8"See Note 1℄Bridge1'-0"1'-0"8"# 4 @ 12"1'-0"Place Parallel to JointSee Note 1BB/EB#4 Place Parallelto Approach SlabApproach Slab# 4 @ 12"1'-0"See Note 1#4See Road Plans#4 x 1'-0" @ 18"#4 @ 18"8"Approach SlabSidewalk# 4 @ 18"1'-0"# 4 @ 12"4""CENTERLINE" Line℄BridgeApproach SlabApproach SlabBBEBDAABBEEDCCEECCDDAABBBridge DeckBridge DeckSidewalkSidewalkSidewalkSidewalkMedian"LAYOUT" LineR=34", TypR=34", TypR=34", Typ6/16/2021 5:03:18 PM72 18192021222324BRIDGE RAIL LAYOUT No. 1BRIDGE WEST (UPSTREAM) RAIL ELEVATIONScale: 1/8" = 1'-0"BRIDGE WEST (UPSTREAM) RAIL ELEVATIONScale: 1/8" = 1'-0"MATCH LINE (see below left)BBMATCH LINE(See above right)BRIDGE WEST (UPSTREAM) RAIL ELEVATIONScale: 1/8" = 1'-0"71'-0" PANEL51'-6 78" PANEL7'-8"71'-0" PANEL71'-0" PANEL71'-0" PANEL71'-0" PANEL66'-3 18" PANEL62'-10" PANEL7'-8"BRIDGE PLANScale: 1" = 30'"LAYOUT" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19℄BridgeN0°09'52"W71'-0" PANELMETAL BRIDGE RAILING(WEST SIDE)METAL BRIDGE RAILING(EAST SIDE)MATCH LINE (see below left) MATCH LINE(See above right)479'-8"479'-8"EB18+80.9318+44.8123+60.6023+32.98BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788METAL RAILING DETAIL PANEL R-1SECTION 1METAL RAILING DETAIL PANEL R-2SECTION 2METAL RAILING DETAIL PANEL R-4SECTION 3METAL RAILING DETAIL PANEL R-4SECTION 3METAL RAILING DETAIL PANEL R-3SECTION 4METAL RAILING DETAIL PANEL R-4SECTION 5METAL RAILINGDETAIL PANEL R-4SECTION 5METAL RAILING DETAIL PANEL R-2SECTION 7METAL RAILING DETAIL PANEL R-5SECTION 6ABUT 1 PIER 2 PIER 3 PIER 4 ABU T 5 CV LINKTRAIL B15479'-8"SEE 'BRIDGE RAIL DETAILS NO.2' SHEET FOR BARRIER RAILPORTION ENCROACHING OVEREXPANSION JOINT6/16/2021 5:07:38 PM72 18192021222324BRIDGE EAST (DOWNSTREAM) RAIL ELEVATIONScale: 1/8" = 1'BRIDGE EAST (DOWNSTREAM) RAIL ELEVATIONScale: 1/8" = 1'BRIDGE EAST (DOWNSTREAM) RAIL ELEVATIONMATCH LINE (see below left) MATCH LINE(See above right) MATCH LINE (see below left) MATCH LINE(See above right)7'-8"71'-0" PANEL71'-0" PANEL71'-0" PANEL71'-0" PANEL66'-3 18" PANEL7'-8"71'-0" PANEL51'-6 78" PANEL71'-0" PANEL66'-3 18" PANELEB488'-2"488'-2"BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788BRIDGE RAIL LAYOUT No. 2METAIL RAILING DETAIL PANEL R-2SECTION 7METAIL RAILING DETAIL PANEL R-4SECTION 6METAIL RAILINGDETAIL PANEL R-4SECTION 5METAIL RAILING DETAIL PANEL R-4SECTION 5METAIL RAILING DETAIL PANEL R-3SECTION 4METAIL RAILING DETAIL PANEL R-4SECTION 3METAIL RAILING DETAIL PANEL R-4SECTION 3METAIL RAILING DETAIL PANEL R-2SECTION 2METAIL RAILING DETAIL PANEL R-1SECTION 1488'-2"B16Scale: 1/8" = 1'BRIDGE PLANScale: 1" = 30'N0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19℄BridgeN0°09'52"WMETAL BRIDGE RAILING(WEST SIDE)METAL BRIDGE RAILING(EAST SIDE)18+80.9318+44.8123+60.6023+32.98ABUT 1 PIER 2 PIER 3 PIER 4 ABU T 5 CV LINKTRAILSEE 'BRIDGE RAIL DETAILS NO.2' SHEET FOR BARRIER RAILPORTION ENCROACHING OVEREXPANSION JOINTBB"LAYOUT" Line6/16/2021 5:08:02 PM72 CONCRETE BARRIER DETAIL - SECTIONS 2,3,4,5 & 7Scale: 3/8" = 1'CONCRETE BARRIER DETAIL - SECTION 6Scale: 3/8" = 1'CONCRETE BARRIER DETAIL - SECTION 1Scale: 3/8" = 1'BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788BRIDGE RAIL DETAILS No. 151'-6 78" PANEL71'-0" PANEL66'-3 1/8" PANEL2'-10 12"10'-0"5'-0"10'-0"10'-0"5'-0"7'-412"PANEL 1 INVMOD 3PANEL 1PANEL 2PANEL 3PANEL 3 INVPANEL 2 INVPANEL 1 INVMOD 17'-412"5'-0"PANEL 3 INVMODPANEL 2 INV10'-0"PANEL 1 INV10'-0"PANEL 1 INV5'-0"PANEL 210'-0"PANEL 310'-0"PANEL 3 INV5'-0"PANEL 2 INV7'-412"PANEL 1 INVMOD15'-0"10'-0"PANEL 2 INVPANEL 1 INV10'-0"PANEL 15'-0"PANEL 210'-0"PANEL 310'-0"PANEL 3 INV5'-0"PANEL 2 INV10'-0"PANEL 1 INVWINGWALL AS OCCURSAT SECTION 7B176/16/2021 5:09:14 PM72 1'-0"1'-0"8"4"FRONT FACE OF CONC.BARRIER PARAPET (TYP.)EDGE OF BRIDGE DECKSYMMETRICAL ABOUT CL OF PILASTEREDGE OF BRIDGE DECK ANDREAR FACE OF CONC. BARRIERPARAPETTYPICAL PILASTER ELEVATIONScale: 1" = 1'-0"TYPICAL PILASTER SECTIONScale: 1" = 1'-0"SECTION Y-YScale: 1" = 1'-0"FLARED END BLOCK SECTIONScale: 1" = 1'-0"2'-3"2'-4" CONC. BARRIER RECESS 1 12"GAP1 12"GAP1'-0"1" RECESS (TYP.) 1'-0"1 12"CLR.TYP.2" TYP. 6" TYP. 1" TYP.7'-8"C OF PILASTERLTOP OFWALKWAYTOP OF CONC.BARRIER1'-0"1 12"GAP1 12"GAPSQUARE PEDESTAL BOLLARDBY 'PACIFIC LIGHTING &STANDARDS COMPANY' TOMATCH ADAMS STREETBRIDGE OR OWNERAPPROVED EQUAL. SEE CIVILPLANSYYNOTE: METAL RAILING NOTSHOWNTOP OF CONC.BARRIER (TYP.)TOP OF CONC. BARRIERRECESS (TYP.)TOP OF WALKWAYFINISHED SURFACE OFBRIDGE DECKBOTTOM SURFACEOF DECK1'-1"2"WWBENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788SECTION W-WScale: 1" = 1'-0"3" TYP.1'-0"10"3" TYP. VARIES 1" RELIEFTYP.RAILING LOLNO RELIEF(TYP.)#6 @ 6" EACH WAY(EXTEND HORIZBARS 9" INTOPILASTERSECTION X-XScale: 1" = 1'-0"TOP OF WALKWAYFINISHED SURFACE OFBRIDGE DECKBOTTOM SURFACEOF DECK±1'-2"4'-7" 5'-11"#5 (TOT 4)#3 @ 6" (TYP.)#6 @ 6" EACH WAY(EXTEND HORIZBARS 9" INTOPILASTERNOTE: FOR INFORMATIONNOT SHOWN, SEESECTION Y-Y2" CLR.#6212" GAP#6NOTES:1. FOR CONCRETE BARRIER DETAILS NOT SHOWN, SEECALTRANS STD PLAN B11-542. FOR CONCRETE BARRIER ARCHITECTURAL TREATMENT,SEE "METAL RAILING DETAILS NO. 3" SHEET.3. FOR FLARED END BLOCK DETAILS NOT SHOWN, SEE"METAL RAILING LAYOUT (WEST SIDE) AND "METALRAILING LAYOUT (EAST SIDE)" SHEETS.XXB18TOP OFWALKWAYTOP OFWALKWAY2" CLR.#6SECTION Z-Z AT EXPANSION JOINTScale: 1" = 1'-0"TOP OFWALKWAYEXP. JOINT2" CLR.#6ELEVATION VIEW AT EXPANSION JOINTScale: 1" = 1'-0"TOP OFWALKWAYEXP. JOINT6" CLR.BRIDGE DECKZZ1058"1316"1316"2"±1'-2"4'-7"5'-11"BRIDGE RAIL DETAILS No. 26/16/2021 5:10:33 PM72 FLARED END BLOCK AND END PILASTERScale: 1/2" = 1'CONCRETE BARRIER ARCHITECTURAL TREATMENT DETAILScale: 1/2" = 1'PANEL NO. 3 (MOD)PANEL NO. 3PANEL NO. 2PANEL NO. 1 INVERTED (MOD 1)PANEL NO. 1PANEL NO. 1 INVERTED (MOD 2)PANEL NO. 1INVERTED(MOD 3)PANEL NO. 3 INVERTED (MOD)FIELD PAINT CONCRETE,"SPANISH GOLD" DAVISCOLORS, OR APPROVEDEQUALCONCRETE BARRIER TYPICAL SECTIONScale: 1" = 1'-0"BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-078810'-0"5'-0"10'-0"7'-412"8'-412"7'-412"7'-412"2'-1012"EDGE OF BRIDGE DECKCONCRETE BARRIER TYPE 732SWMETAL BRIDGE RAILING2" RELIEF1'-0"1" RELIEFNO RELIEFFS OF WALKWAY2'-3"3"6"6"6"2"1"2"2"3"FINISHED SURFACE OFWALKWAY4" SQUARE GRIDFOR LAYOUTPURPOSES (TYP.)C OF END PILASTERL2" RELIEF1" RELIEFNO RELIEFLEGENDB11-58FOR DETAILSNOT SHOWNSEESEEB11-51FOR POSTANCHORAGEDETAIL8"NOTES:1. FOR METAL RAILING TUBE SPLICE AND POST ANCHORAGE DETAILS, SEE CALTRANS STD. PLAN B11-51.2. FOR FLARED END BLOCK DIMENSIONS NOT SHOWN, SEE "METAL RAILING LAYOUT (WEST SIDE) AND"METAL RAILING LAYOUT (EAST SIDE)" SHEETS.B19PANEL NO. 2 INVERTED (MOD 1)3'-1034"PANEL NO. 1INVERTED(MOD 4)2'-912"BRIDGE RAIL DETAILS No. 36/16/2021 5:11:09 PM72 51'-678"5'-218"1'-712"8'-0"8'-0"4'-11"8'-0"8'-0"6'-512"1'-412"24'-912"6'-034"8'-0"8'-0"1'-412"1'-312"3'-1114"3'-612"2'-134"8'-0"7"12'-512"3'-012"4'-1112"3'-7"71'-0"1'-312"3'-11"1'-412"6'-3"9"4'-712"2'-7"6'-5"3'-034"4'-934"5'-014"2'-834"8'-0"8'-0"1'-412"45°26'-614"2'-6"71'-0"3'-6" 3'-2"8'-0"8'-0"35'-6"35'-6"METAL RAILING DETAIL R-1Scale: 1/4" = 1'METAL RAILING DETAIL R-3Scale: 1/4" = 1'METAL RAILING DETAIL R-2Scale: 1/4" = 1'BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788NOTES:1. ALL LAYOUT DIMENSIONS ARE MEASURED ALONG BARRIER.2. ALL DIMENSIONS MEASURED TO ℄ OF MEMBERS.3. METAL RAILING TO BE POWDER COATED W BEHR 'ICE TEA' ORAPPROVED EQUAL TO MATCH ADAMS STREET BRIDGE AND WHICH ISAPPROVED BY THE ENGINEER PRIOR TO ITS APPLICATION.4. UNLESS OTHERWISE SHOWN, CLEAR SPACING BETWEEN ADJACENTPARALLEL RAIL MEMBERS SHALL BE UNIFORM AND NOT EXCEED 7".5. FOR METAL RAILING TUBE SPLICE AND POST ANCHORAGE DETAILS,SEE CALTRANS STD. PLAN B11-51.6. ALL STEEL TUBING TO BE SQUARE, UNLESS NOTED OTHERWISE.B20BRIDGE RAIL DETAILS No. 46/16/2021 5:11:47 PM72 1'-412"3'-3"7'-4"4'-8"8'-0"8'-0"8'-0"1'-10"3'-212"8'-212"4'-912"8'-0"1'-412"3'-212"2'-212"2'-6"71'-0"8'-0"2'-7"66'-318"8'-0"8'-0"1'-412"1'-412"8'-034"7'-212"8'-0"4'-1134"3'-3"8'-0"8'-0"K-CONNECTION DETAILINTERMEDIATE POST DETAILTYPICAL METAL RAILING DETAILSScale: 1" = 1'END POST DETAILTOP-CONNECTION DETAILMETAL RAILING DETAIL R-4Scale: 1/4" = 1'METAL RAILING DETAIL R-5Scale: 1/4" = 1'BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-07882"X2"X14" STEEL TUBING1"X1" 11 GA. STEELTUBING (TYP.)TOP OF CONC.BARRIERPROVIDE MINIMUM GAPREQUIRED FOR WELDING2"X2"X14" STEELTUBING14" CAP PLATE1"X1" 11 GA. STEELTUBING (TYP.)2"X2"X14" STEEL TUBING14" CAP PLATE2"X2"X14" STEEL TUBING7" CLR.MAX. TYP.2'-6"1"X1" 11 GA.STEEL TUBING(TYP.)2"X2"X14" STEELTUBING14" CAP PLATETOP OF CONC.BARRIER2'-6"END OFCONCRETE14" CAP PLATE7" CLR.MAX. TYP.BRIDGE RAIL DETAILS No. 5TYPTYPGGTYPGGTYPTYPTYPGTYPGGTYP45°1"X1" 11 GA. STEELTUBING (TYP.)TYPTYPTYPTYPGTYPGTYPTYPSEE NOTE 5SEE NOTE 5TYPICAL METAL RAILING DETAILSScale: 1" = 1'B21NOTES:1. ALL LAYOUT DIMENSIONS ARE MEASURED ALONG BARRIER.2. ALL DIMENSIONS MEASURED TO ℄ OF MEMBERS.3. METAL RAILING TO BE POWDER COATED W BEHR 'ICE TEA' ORAPPROVED EQUAL TO MATCH ADAMS STREET BRIDGE AND WHICH ISAPPROVED BY THE ENGINEER PRIOR TO ITS APPLICATION.4. UNLESS OTHERWISE SHOWN, CLEAR SPACING BETWEEN ADJACENTPARALLEL RAIL MEMBERS SHALL BE UNIFORM AND NOT EXCEED 7".5. FOR METAL RAILING TUBE SPLICE AND POST ANCHORAGE DETAILS,SEE CALTRANS STD. PLAN B11-51.6. ALL STEEL TUBING TO BE SQUARE, UNLESS NOTED OTHERWISE. 6/16/2021 5:12:11 PM72 SKEW > 20°NORMAL TO JOINTEXPANDED POLYSTYRENE,MATCH EXISTING JOINTWIDTH FOR CLOSURE POURSHEETNEOPRENE1/2" @ MAXIMUM TEMPERATURE,EXACT WIDTH TO BE DETERMINEDBY ENGINEERSTEEL EDGEMEMBERFACE OFBARRIER@ HIGHSIDEAATOP OFDECKSTEEL EDGEMEMBERTO SET MINIMUM JOINT OPENING "W"** "W" =NO SCALEFACE OF BARRIER@ LOW SIDEINITIAL POURLIMITS412" STAGGERED ONCENTER, Typ1/4" BEVEL,TypJOINT INFORMATION"a" DIMENSIONSLOCATIONSKEWWINTERSUMMER1" Min,3" Max, Typ"W"1/2" Minimumac = 0.0000060as = 0.0000065TYP"a"116" GAP5/8" x 8" ANCHORSTUDS, (5/8" X 6"IN OVERHANG AREA)STAGGER AS SHOWN1/2"+[(Max Str temperature in °F )-(actual Str temperature in °F)]*(ac or as )(12)(contributory L in feet)PAVINGNOTCH ORCLOSUREPOURLIMITSSTEEL EDGEMEMBERSIDEWALK DETAILTYP1/16" GAP5/8"ØANCHORAGE,SEE NOTE 6APPROVAL DATEFILE NO.xs8-010ClrTyp112" Ø HOLE FORCOUNTERSUNK 58" ØANCHORAGE. PLACEANCHOR BOLTS ONAPPROACHINGTRAFFIC END01/460°SMAWNOTE:SHADED AREASTO BE WELDEDSCHEMATICFIELDWELD DETAIL01/460°01/460°01/460°GRINDTOPSURFACEONLYSCHEMATICSHOPWELD DETAILTOPOFDECKSCHEMATICSTEEL EDGE MEMBERFACE OF BARRIER@ LOW SIDEBARRIER DETAIL3" = 1'-0"3" = 1'-0"NO SCALENO SCALEJuly 2016STEEL BARRIER3/8" X 812"X 18"STEEL BARRIER3/8" X 812" X 18"STEEL BARRIER3/8" X 6" X 18"BAR 2" X 1/4" X 8"CENTERED @ BOLTS,WITH 3/4" Ø HOLES10"8"2"2"SECTION A-A3" = 1'-0"2"2"2"2"6" 6"116" GAP6"9"1 12"12"SECTION B-B6" = 1'-0"4 12"4 12"HIGH SIDE LOW SIDEPLAN3" = 1'-0"B22BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788NOTES:1. Alternatively, fillet or complete penetration welds may be used at anchor studs.2. Alternate types of anchor studs may be permitted subject to the authorizationby the Engineer.3. Joint seal assembly to be used in conjunction with closure pour. (See othersheets for limits). Closure pour shall not be placed until final deck surface is withinthe tolerances specified.4. Use joint at crown of roadway, at any change in traverse slope in deck and atchanges in horizontal direction. Place other joints at or near lanes. All metal partsto be painted or galvanized after fabrication.5. Sheet Neoprene shall be fabricated in one continuous piece and shall befabricated to bend around corners. Field splices of the neoprene are not allowed.6. Insert assembly or expansion anchorage for 5/8" x 1 3/4" bolts. Use installationbolts extended 1/2" minimum past nut and coat with bond breaker, after concretehas cured, remove installation bolts, install HS bolts and sheet neoprene.7. Use sidewalk detail at all sidewalk joints. Use barrier detail low side at bothsides if the roadway is crowned, or if the difference in elevation between the endsof the seal is 6 inches or less.8. ac , as, are the thermal expansion coefficients for concrete and steelrespectively.9. Anchor studs shall conform to ASTM 108.5/8" X 8" ANCHOR STUDS@ 4 12" ± STAGGERED,(6" LONG IN OVERHANG)SKEW < 20°PLAN3" = 1'-0"MOVEMENTRATING(MR)SPRING& FALLAbut 1 212" 18° 1 14" 78" 58"'Abut 5 212" 18° 1 14" 78" 58"'JOINT ASSEMBLY(MAX MOVEMENT RATING = 4")6/16/2021 4:55:13 PM72 55RETAINING WALL DET. NO. 1PLAN VIEW - RETAINING WALL NO. 1SCALE: 1/8" = 1'-0"B23BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-078872'-0"H=12'PLAN VIEW - RETAINING WALL NO. 2SCALE: 1/8" = 1'-0"39'-2"H=10'ELEVATION VIEW - RETAINING WALL NO. 1SCALE: 1/8" = 1'-0"72'-0"H=12'90'-0"H=10'ELEVATION VIEW - RETAINING WALL NO. 2SCALE: 1/8" = 1'-0"B3-3AB3-3ARet. Wall LOLRet. Wall LOLAbutment 1 FootingAbutment 1 FootingAbutment 1 FootingOGBottom of FootingElev 55.0Top of WallFinished GradeBehind WallOGBottom of FootingTOW 66.30Elev 53.5Elev 55.5Finished GradeBehind WallElev 53.0TOW 62.0TOW 66.0TOW 61.5Footing Step (typ)B3-8Finish Surface in Front of WallFooting Step (typ)B3-83" Plastic Pipe(slotted), See Note 1Outlets to SlopeCap End3" Plastic Pipe(slotted), See Note 1Cap EndOutlets to SlopeFinish Surface in Front of Wall18" Storm Drain,see Civil Plans24" Storm Drain,see Civil PlansAbutment 1 FootingWall Exp. JointB0-33-4FlowWall Exp. JointB0-33-4FlowWeakened Plane, (Typ)B0-33-3Fencing perCivil plansFencing perCivil plansBegin Ret Wall No. 1 Sta 10+0039.17' LT of 'CENTERLINE'Sta18+81.98Begin Ret Wall No. 1 Sta 20+0046.83' RT of 'CENTERLINE'Sta18+54.04N72°53'22"WN71°53'13"WExpansion Joint, (Typ)B0-33-436'-0"36'-0"Top of Wall36'-0"36'-0"Weakened Plane, (Typ)B0-33-330'-0"30'-0"Notes:1. See B9-6 "Structure Approach Drainage Details" for3" Plastic Pipe Detail with Footing. Adjust Profile ofthe Drainage as directed by the Engineer.2. Channel Lining Not Shown.3. See Sheet B24 for "Typical Section Retaining Wall".24" Storm Drain18" Dom.Water line30'-0"Weakened Plane, (Typ)B0-33-36/16/2021 4:52:54 PM72 RETAINING WALL NO. 2B24BENGAL ENGINEERING360 S. HOPE AVE. SUITE C-110SANTA BARBARA, CA 93105(805) 563-0788PLAN VIEW - RETAINING WALL NO. 3SCALE: 1/8" = 1'-0"55'-0"H=12'ELEVATION VIEW - RETAINING WALL NO. 3SCALE: 1/8" = 1'-0"B3-3AAbutment 5 FootingRet. Wall LOLAbutment 5 FootingPLAN VIEW - RETAINING WALL NO. 4SCALE: 1/8" = 1'-0"B3-3ARet. Wall LOLAbutment 5 FootingOGBottom of FootingDESIGN 'H'OGType 1Retaining WallTop of Wall ElevAbutment 5 FootingOGBottom of FootingELEVATION VIEW - RETAINING WALL NO. 4SCALE: 1/8" = 1'-0"21'-0"H=12'64'-11"H=12'TOW ±65.2TOW 60.0TOW ±65.2ELEV 53.5ELEV ±53.5Railing per civilplans.Retaining wallLOLB3-1Concrete SlopeProtectionsee "Road Plans"4'-0" Min.See Note 1GeocompositeDrain2'-0" Var. 6" - 1'-0"FGTYPICAL SECTIONRETAINING WALLNo Scale3" Plastic Pipe(slotted), See Note 1Elevation View hasbeen Projected forClarityOutlets to SlopeOutlets to SlopeCap EndWall Exp. JointB0-33-4FlowFlowWall Exp. JointB0-33-4Fencing perCivil plansFencing perCivil plansBegin Ret Wall No. 3 Sta 30+0046.83' RT of 'CENTERLINE'Sta 23+29.83S69°13'59"ERe t . W a l l LO LS6 5 ° 3 5 ' 0 9 "WBegin Ret Wall No. 4 Sta 40+0039.17' LT of 'CENTERLINE'Sta 23+57.77S71°20'45"E42" SD, See Civil Plans for detailsTop of Pipe Elev +/-50.6Notes:1. See B9-6 "Structure Approach Drainage Details" for 3"Plastic Pipe Detail with Footing. Adjust Profile of theDrainage as directed by the Engineer.2. Channel Lining Not Shown.Elev ±65.2Exist 42" SD18" DIP Waterline. Top at+/-37.1. See Civil PlansB0-33-3WeakenedPlane, (Typ)B0-33-3Finished Gradein Front of WallFinished Gradein Front of Wall±16'-0"Cap EndTop of WallFinished GradeBehind WallTOW 61.25Finished GradeBehind WallWeakened Plane, (Typ)Top of Wall6/16/2021 4:53:37 PM72 35354040 45 45 50 50 55 6062 63 4 5 4550 505555 45406055 42 333331 BldgSD OutletPPConcParkingDITransf PadLtgWallConc Wall Grouted RSPGrouted RSPConcConcConcConcSWSW48 4452 55 626361 536058 Dirt Rd 18192021222324B-1B-2B-3B-4B-5PLANScale: 1" = 40'"CENTERLINE" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19CV LIN K T R A I L CV LINK TRAIL LOG OF TEST BORINGS No. 1B25BENGAL ENGINEERING360 S. Hope Avenue, Suite C-110Santa Barbara, CA 93105(805) 563-078818°18°18°18°18°℄BridgeN0°09'52"W℄Pier 2 ℄Pier 3 ℄Pier 4 Note:1. Sampling was accomplished using a CME 75, 140-lbauto hammer dropping 30 inches in accordance withASTM D-1586.403020100-10-20-30-40-50-6050403020100-10-20-30-40-50-60Elevation in FT (MSL)-70-7050Elevation in FT (MSL)2.431228"7B-1Alluvium (Qal)34 44.3'15Fine-grained Silty Sand (SM) - light brown, medium dense, slightly moist(alluvium)Silt (ML) - olive brown, medium stiff, moist2.442-512.411 1.4same as above (SM)-PIFine-grained Sand with Silt (SP/SM) - light brown, dense, slightly moist2.4same as above (SM)1.41217-Sandy Silt (ML) - light olive brown, medium stiff, slightly moist to moistFine-grained Silty Sand (SM) - light brown, medium dense, moist2622.41.433Clayey Silt (ML) - brown to olive brown, medium stiff, moist, in sharpcontact with Sand (SP) - light brown, dense, slightly moistSilt (ML) with laminated Clayey Silt (ML) in sampler tip - brown to olivebrown, medium stiff, moistLaminated Clayey Silt (ML) to Silty Clay (CL) - olive brown to brown, stiff,moist291.444- 27Fine-grained Silty Sand (SM), Sandy Silt (ML) and Silt (ML) - light brownto brown, dense/stiff, moist, 4"-6" thick beds242.42.4 121C292.4Fine-to medium-grained Sand (SP), fine-grained Sand (SP) andmedium- to coarse-grained Sand with Gravel (SW) - tan, dense, slightlymoist, 3"- 4" layers39C8952.4401201.4Silt with some Clay (ML) and fine-grained Silty Sand (SM) - olive brown tolight brown, very stiff/dense, moist1.454Fine-grained Sand (SP) with trace Silt and scattered pebbles - light brown,very dense, slightly moistFine- to coarse-grained Sand (SW) with some Gravel - light tan, verydense, slightly moist10-13-14Boring terminated at ~ El.= -57.1 ft.1357213710115129811713131.4-13same as above, (ML) and (ML/CL), medium stiff, moistPI31161-3-8"B-2 44.0'141.4-1412.4Alluvium (Qal)Fine- to medium-grained Sand with some Silt (SP-SM) - light brown, slightlydense, dry, with laminated Silt (ML) in sampler tip - light gray, medium stiffFine- to medium-grained Sand (SP) with some Silt - light brown, mediumdense, dry to slightly moist201.4Very fine-grained Sand with some Silt (SM) - light brown, medium dense,slightly moist, contains 1.5" thick Sandy Silt (ML) bed-2262.4Laminated Silt (ML) and fine-grained Silty Sand (SM) - olive brown to brown,medium stiff/medium dense, moist, 4"-6" thick beds111.4-19Clayey Silt (ML) - olive brown, slightly stiff, moist, occasional orange mottling402.4Fine-grained Sand (SP) - light brown, medium dense, moist161.4-10Fine-grained Silty Sand (SM) and Sandy Silt (ML) - light olive brown, mediumdense/ medium stiff, moist502.4Fine- to medium-grained Sand (SP) with olive brown Clayey Silt (ML) rip-upclasts - light gray, very dense, moist191.4-4Fine-grained Sand with some Silt (SP/SM) - light brown, medium dense,moist with Silt (ML) in sampler tip312.4Fine-grained Sand (SP) with some Silt w/ 3" thick olive brown, mottled ClayeySilt (ML) lens - medium dense, moist to very moist-Laminated Clayey Silt (ML) to Silty Clay (CL) - olive brown to brown, stiff,moist20 1.4122.4Gravelly Sand (SW) grading to fine- to medium-grained Sand (SP/SW) -light gray, dense, moist441425 1.421-1.4Fine-grained Silty Sand (SM) with 5" thick lens of Clayey Silt (ML) - lightbrown to olive brown, medium dense/stiff, moist1.461Fine- to medium-grained Sand (SW) - light brown, very dense, slightly moistFine- to medium-grained Sand (SW) - light gray to light brown, grading tomedium- to coarse-grained Gravelly Sand (SW) - dense, slightly moist to moist10-13-14Boring terminated at ~ El.= -57.5 ft.1162319341041181212032161242-3-DS608"B-3 53.1'102.41155161.4Alluvium (Qal)Fine-grained Sand with some Silt (SP/SM) - light brown to tan, slightly dense,slightly moistsame as above (SP/SM) - very thinly bedded172.4Interbedded fine-grained Sand (SP) and Silt (ML) - light brown to brown, mediumdense/medium stiff, slightly moist to moist10912121.4Fine-grained Sand with Silt (SP/SM) with 5" thick Sandy Silt (ML) bed - tan tolight brown, slightly dense / medium stiff, slightly moist to moist, laminated sands252.41147Fine-grained Sand with Silt (SP) and fine-grained Silty Sand (SM) - light brown,medium dense, moist201.4Fine-grained Sand with some Silt (SP) - tan, medium dense, slightly moist,faintly laminated322.41054Fine-grained Sand (SP) - tan, medium dense, moist221.4Fine- to medium-grained Sand (SP) with some Silt - light brown, mediumdense, moist, occasional rust orange oxidation mottling282.41116Silty Sand (SM) and Clayey fine-grained Sand (SC) - light brown to olivebrown, medium dense/medium stiff, moist181.4Silt with Clay (ML) - olive brown, stiff, moist, mottled; grading to Sandy Silt(ML) - light brown120Fine- to medium-grained Sand (SW) with widely scattered small gravel -light tan, medium dense, moist562.4301.4Fine- to medium-grained Sand (SP) with widely scattered small gravel -light brown to tan, dense, slightly moist34441 1.429-1.4Medium- to fine-grained Sand (SP) - light gray, dense, moist; 2" thick Silt(ML) in sampler tip1.417Clayey Silt (ML) to fine-grained Sand with Silt (SM) - olive brown to lightbrown, medium stiff, moistInterbedded Silt with some Clay (ML), Sandy Silt (ML), Clayey, fine-grainedSand (SC) and fine- to medium-grained Sand (SP) - olive brown to brown tolight gray, medium stiff/medium dense, moist10-14-14Boring terminated at ~ El. = -68.4 ft.-61-2--3-53-15-25-SVSV1.45231.4403Fine-to medium-grained Sand with widely scattered gravel (SW) - lightbrown, dense to very dense, slightly moistClayey Silt (ML) to fine-grained Sand with Silt (SM) - olive brown to lightbrown, medium stiff, moist--ProfileScale: 1" = 10' VAbut . 5 Abut. 1 6/16/2021 4:55:52 PM72 35354040 45 45 50 50 55 6062 63 4 5 4550 505555 45406055 42 333331 BldgSD OutletPPConcParkingDITransf PadLtgWallConc Wall Grouted RSPGrouted RSPConcConcConcConcSWSW48 4452 55 626361 536058 Dirt Rd 18192021222324B-1B-2B-3B-4B-5PLANScale: 1" = 40'N0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19CV LIN K T R A I L CV LINK TRAIL LOG OF TEST BORINGS No. 2B26BENGAL ENGINEERING360 S. Hope Avenue, Suite C-110Santa Barbara, CA 93105(805) 563-078818°18°18°18°18°℄BridgeN0°09'52"W℄Pier 2 ℄Pier 3 ℄Pier 4 Note:1. Sampling was accomplished using a CME 75, 140-lbauto hammer dropping 30 inches in accordance withASTM D-1586.403020100-10-20-30-40-50-6050403020100-10-20-30-40-50-60Elevation in FT (MSL)-70-7050Elevation in FT (MSL)8"B-5 46.3'281.4-4282.4Earth Fill (ef)Fine-grained Silty Sand (SM/ML) - light brown, dense, slightly moist, occasionalbit of trash, poor recoveryFine-grained Sandy Silt (ML) and laminated Silt (ML) - light brown to brown,medium stiff, slightly moist101.4Fine-grained Sand (SP) with some Silt - light brown to tan, slightly dense,slightly moist-8222.4Fine-grained Sand (SP) in sharp contact with Silt (ML) with some fine Sand - tanto olive/olive brown, medium dense/medium stiff, slightly moist to moist221.4-2Fine-grained Sand (SP) with some Silt - tan, medium dense, slightly moist222.4Fine- to medium-grained Sand (SP) - tan, medium dense, slightly moist261.4-2same as above (SP)492.4Laminated Silt (ML) in sharp contact with fine-grained Sand with little Silt(SP) - brown to olive brown to light tan, medium stiff/medium dense, moist231.4-6Very fine-grained Silty Sand (SP/ML) grading to Sandy Silt (ML) - lightbrown to brown, medium dense/medium stiff, moist362.4Silt with some Clay (ML) - olive brown, medium stiff, moist, mottled-Bedded Silt (ML) grading to Silty with some Clay (ML) and very fine-grained SiltySand (SM/ML) - light tan to brown/olive brown, medium stiff/medium dense,slightly moist to moist131.4292.4Fine- to medium-grained Sand (SP) - light tan to light gray, very dense, slightlymoist923450 1.451-1.4Fine- to coarse-grained Sand (SW) with scattered small Gravel - light tan, verydense, moist1.434Fine-grained Sand (SP) - tan, dense, slightly moistsame as above (SW) and Sand with Gravel (SW) - light tan, very dense, moist10-15-14Boring terminated at ~ El. = -75.2 ft.1188151172119111611118511729-5-1.43461.4647Medium- to fine-grained Sand (SP) with interbeds of coarser Sand with Gravel(SW/GW) - light tan, very dense, slightly moistMedium- to coarse-grained Sand (SW) with scattered, small Gravel - light tan,very dense, slightly moist--ProfileScale: 1" = 10' V8"B-4 43.9'51.4-302.4Alluvium (Qal)Sandy Silt (ML), Silt w/ Clay (ML) and fine-grained Sand with Silt (SP/SM) - dark brown tolight brown, slightly dense/slightly stiff, moist, mottled with occasional rootletFine-grained Sandy Silt and Silty Sand (ML/SM) - light olive brown, medium stiff, moist51.4Silt with some Clay (ML) with 3" thick Silty Clay (CL) seam - olive to olive brown, slightlystiff, very moist to wet9372.4Silt with some Clay (ML) in sharp contact with fine-grained Silt with some Sand (ML) - lightbrown to olive brown, slightly stiff, very moist81.4-36Laminated Clayey Silt (ML) with 3" Silty Clay (CL) seam - olive brown to brown, mediumstiff, very moist2.4Fine-grained Silty Sand / Sandy Silt (SM/ML) - light olive brown, medium dense / mediumstiff, moist; in sharp contact with olive brown Silt with Clay (ML)161.4-22Fine-grained Sandy Silt (ML/SM) in sharp contact with fine-grained Sand with Silt (SP) -brown to light brown, medium stiff, moist662.4Fine-grained Sand (SP) - light brown, dense, slightly moist201.4Sandy Silt (ML) in sharp contact with Clayey Silt (ML) - light brown to brown and olive,medium stiff, slightly moist to moist282.4Fine-grained Silty Sand (SM) - light brown, medium dense, moist; with 4" thick brown Silt bedor lens-Laminated Clayey Silt (ML) - olive brown, medium stiff, very moist to wet281.4182.4Fine- to coarse-grained Sand with scattered gravel (SW) - light gray, dense, slightly moist703414 1.445-1.4Mottled Clayey Silt (ML) - olive brown, medium stiff, moist2.441Fine- to medium-grained Sand (SP/SW) with scattered Gravel - tan, very dense, slightly moistInterbedded Silt with some Clay (ML), Sandy Silt (ML), Clayey, fine-grained Sand (SC) andfine- to medium-grained Sand (SP) - olive brown to brown to light gray, medium stiff/mediumdense, moist10-15-14Boring terminated at ~ El. = -77.6 ft.-283-10-1175123345110141253-SVSV1.44031.44810same as above (SP) - dense, moistCSilty Sand (SM) gradiing into 12" thick Sandy Silt (ML) in sharp contact with fine-tomedium-grained Sand (SW) with scattered Gravel - orange brown to olive brown to light gray,medium stiff to dense, moist---80-80SVPICCSVHYSVDSAlluvium (Qal)DSDSPI"CENTERLINE" LineAbut . 5 Abut. 1 6/16/2021 4:56:12 PM72 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 D U N E P A L M S R DD U N E P A L M S R DD U N E P A L M S R DD U N E P A L M S R D77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 D U N E P A L M S R DC O R P O R A T EC E N T R E D R 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 D U N E P A L M S R DD U N E P A L M S R DD U N E P A L M S R DD U N E P A L M S R D77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 D U N E P A L M S R DC O R P O R A T EC E N T R E D R 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 D U N E P A L M S R DD U N E P A L M S R DD U N E P A L M S R DD U N E P A L M S R D77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 D U N E P A L M S R DC O R P O R A T EC E N T R E D R D U N E P A L M S R DC O R P O R A T EC E N T R E D R 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 10272 77-899 WOLF RD.PH. (760) 777-9131FAX (760) 777-9132PALM DESERT, CALIC# 2754, EXP 04/30/2092211HERMANNDESIGNGROUPSUITE 102···L72 DESIGN'D:CKT:SERV. ORDER:DATE:SHEET OF1:80T.5, R.7,SEC.29SCALE:SERV. NOTIF.:SUB:FILE NAME:JAG660119417N. LA QUINTACONDUIT LAYOUT02/03/202125CITY OF LA QUINTA402739640084027396 BRIDGE INSTALLATION NOTES: DETAIL A1. Sliding spacer assemblies (Item A) will be placed:1.1. seven feet from each bridge abutment, and1.2. on either side of bridge joints.At the abutments, a second sliding spacer assembly(Item A) will be installed six feet from the first sliding spacer assembly (Item A).Each 20' length of conduit will have a minimum of four supports , spaced as shownin Section A (Typical Conduit Installation in bridges) (See Detail 2).For thoselocations not specified above, fixed spacer assemblies will be used for conduitsupport (Item B)(See Detail 3).2. The conduit expansion sleeve (Item F) shall be installed 10' from the abutments and asclose as possible to each bridge joint between sliding spacer assemblies.See typicalconduit installation.3. A 1/2" steel shear plate (item E) is to be placed from the bridge abutment wall extending5' minimum outside the abutment to support the conduits against shear fromembankment settlement. (See Detail 1)4. The conduit spacer assembly (Items A and B) shall be securely attached to the bridgeslab with epoxy binder (Item G). The concrete surface shall be leveled andthoroughly cleaned prior to application of the epoxy.5. The epoxy binder (CalTrans approved) is a two-component adhesive. Approximatelyone gallon of mixed epoxy will be needed for every 15 assemblies.6. The space between the conduits and the bridge abutment opening shall be sealed.Tightly wrap two layers of #15 building paper around conduits or expansion sleeve,through the cell opening and seal with mortar at a minimum thickness of 4".7. Total weight includes conduit, conduit spacers, conduit brackets and conductors.8. Consult bridge design engineer for seismic movement requirements. Then consultcivil/structural and standards engineer for appropriate seismic design and constructionmaterial.9. When communications duct is installed, it shall be in same installation pattern as thelarger conduit. 2-3" inch schedule 40 conduit shall be used.(2)PL. 12" x 2'-85" x 5'(1-SOUTH/1-NORTH SIDE)SHEET/SECTION/DETAILDEPG DESIGN'D:CKT:SERV. ORDER:DATE:SHEET OF1:N.T.ST.5, R.7,SEC.29SCALE:SERV. NOTIF.:SUB:FILE NAME:JAG660119417N. LA QUINTASPACER02/03/202135CITY OF LA QUINTA402739640084027396 21.00"18.00"polystyrene spacers6" spacer 6-Way W/ support block 6 3/4"EMPTY CONDUITS 1,4OCCUPIED CONDUITS 2,3 DESIGN'D:CKT:SERV. ORDER:DATE:SHEET OF1:N.T.ST.5, R.7,SEC.29SCALE:SERV. NOTIF.:SUB:FILE NAME:JAG660119417N. LA QUINTASIDE VIEW02/03/202145CITY OF LA QUINTA402739640084027396 INSIDE OF BRIDGE CELLS5'TYP.4'TYP.3' TYP.3' TYP.5'TYP.6'TYP.7'TYP.3'TYP.ABUTMENT SEAT6" spacer 6-Way W/ support block (fixed)6" spacer 6-Way W/ support block (sliding)SIDE VIEWTHROUGH BRIDGE CELL.WINDOW OPENINGpolystyrene spacers DESIGN'D:CKT:SERV. ORDER:DATE:SHEET OF1:N.T.ST.5, R.7,SEC.29SCALE:SERV. NOTIF.:SUB:FILE NAME:JAG660119417N. LA QUINTAWINDOW BRIDGE02/03/202155CITY OF LA QUINTA402739640084027396 11+0010+0012+0024+00 25+00 26+00 27+0023+006'TO BE RELOCATED CVSWC37CORPORATE CENTRE DR-45'1042105-45'T-4625-40'903255-40'909976 -40'90325665 N 3697, 70 P 171 K 1593 #6HDCU 7.2/12.5kV 2Ø70'950663-45'1237908CAPOH244-AUN1237909S25CUT & RE-ROUTE EX. 1-6" CNDAFTER CA. IS REMOVED175'PICK-UP 5-6" & 2-5" CND-40'1241331-40'124086925P85'1680'PP25RISERPUN1241425P1315'S14100'P46P345'PICK-UP EX. EMPTY 1-6" CNDGG26+0070'T-462370'T-4623UN1241302V46P550'DUNE PALMS SCH. 80 PVCUN1240868SCEX. 6-6" CND. FROM JOB# P-0890CONNECT 4-6" CND. COMING FROM THEBRIDGE LEAVE 2-6"CND.STUBBED AT30' SOUTH OF ABUTMENTINTERCEPT EX. 6-6"Ø STUBOUTS& CONNECT TO UN1241302VEX. 6-6" CND. FROM JOB# P-08901316Ø holes12"4"18º72º60"34"4"4"12" DETAIL "C"1316Ø holes4"72º12"108º12"60" DETAIL "B"34"SEE DETAIL "C" ON SHEET 2 OF 5FOR STEEL PLATESEE DETAIL "B" ON SHEET 2 OF 5FOR STEEL PLATESEE DETAIL "A" SHEET 226P30'STUBOUT110'DESIGN'D:CKT:SERV. ORDER:DATE:SHEET OF1:80T.5, R.7,SEC.29SCALE:SERV. NOTIF.:SUB:FILE NAME:JAG660119417N. LA QUINTACONDUIT LAYOUT02/09/20211 5CITY OF LA QUINTA402739640084027396 CONDUIT NOTES: INSTALL 2-5" SCH. 40 PRI. CND. PER SHOWN LENGTH.(REFER TO SHEETS 104-108 & 112-116 OF THE D.E.P.G. REV. 5.0 2020)25PINSTALL 1-3" SCH. 40 SEC. CND. PER SHOWN LENGTH.(REFER TO SHEETS 104-108 & 112-116 OF THE D.E.P.G. REV. 5.0 2020)13S2-5" SCH. 80 PVC CND.10' ABOVE GROUND 90Ø SWEEP(REFER TO SHEETS 104-108, 112-116 & 242 OF THE D.E.P.G. REV. 5.0 2020)INSTALL:25RISERPINSTALL 1-6" SCH. 40 PRI. CND. PER SHOWN LENGTH.(REFER TO SHEETS 104-108 & 112-116 OF THE D.E.P.G. REV. 5.0 2020)16PINSTALL 4-6" SCH. 40 PRI. CND. PER SHOWN LENGTH.(REFER TO SHEETS 104-108 & 112-116 OF THE D.E.P.G. REV. 5.0 2020)46P1-6" SCH. 80 PVC CND.10' ABOVE GROUND 90Ø SWEEP(REFER TO SHEETS 104-108, 112-116 & 242 OF THE D.E.P.G. REV. 5.0 2020)INSTALL:16RISERPINSTALL 1-4" SCH. 40 PRI. CND. PER SHOWN LENGTH.(REFER TO SHEETS 104-108 & 112-116 OF THE D.E.P.G. REV. 5.0 2020)14P TRENCHING DETAILS: E EREFER TO SHEETS 109, 115 &116 OF THE D.E.P.G. REV. 5.0 2020 STRUCTURE DETAILS: C CALL SECONDARY REFER TO SHEETS 109, 115 &116 OF THED.E.P.G. REV. 5.0 2020REFER TO SHEET 242 OF THE D.E.P.G. REV. 5.0 2020REFER TO SHEETS 151-152 & 167-168 OF THE D.E.P.G. REV. 5.0 2020REFER TO SHEETS 187-193 OF THE D.E.P.G. REV. 5.0 2020G GREFER TO SHEETS 109, 115 &116 OF THE D.E.P.G. REV. 5.0 2020 CURVE DATA TABLE <# RADIUS LENGTH25.0' 45° 19.63'LAST REVIEW: 06/09/2021 750P180'P2-45'1241312-50'1241313 195'331'P4P5DGDGDG120'W1PW1PDG11+0010+0012+0024+00 25+00 26+00 27+0023+006'TO BE RELOCATED CVSWCDUNE PALMS RD-40'1240869 -40'1241331P3DGSWGW1P166'RW1P1,000'331'166'315'-45'1042105-45'T-4625-40'90325570'950663-45'1237908UN1237909S3 #6HDCU 7.2/12.5kV 2ØCAPOH244-A-40'909976 -40'90325665 N 3697, 70 P 171 K 159 -50'124131470'T-4623-45'T-2422P5P6DGDGDGW1PTO BE RELOCATED D70'T-4623-45'1241329-45'T-2421UN1036969SUN1103106H-50'1241330DUNE PALMS RDRPRPP7W3P185'210'171'RDGRW1P1,000'395'171'SWG-35'1210783RPS72'RPDESIGN'D:CKT:SERV. ORDER:DATE:SHEET OF1:80T.5, R.7, SEC.29SCALE:SERV. NOTIF.:SUB:FILE NAME:JAG60119417LA QUINTAEXIHIBIT A (C) SHOO FLY02/03/20211 1CITY OF LA QUINTA402739640084027396 WIRE NOTES: IN: 3-750MCM 7.2/12.47kV 3Ø PRI. CA.PER SHOWN LENGTH. STRUCTURE NOTES: S1ADD:L750P3P2IN:421P49SEDP4ZP353P3B750P333PIN-LINE DISCONNECTSAP3P3IN:421P49SEDP817P48P1W2B48P1W3BP5IN:621P49SEDP421P49SEDP448P1W3BP6IN:IN: 4-397.5 AAC 7.2/12.47kV 3Ø PRI. CA.PER SHOWN LENGTH.DGIN. 7/16": 35 42 43 44 L = 25'W/ JUMPERSW/ JUMPERSEXHIBIT A(C) Spanning the Channel NOTE: THE REMOVAL OF THE OH LINE &TEMPORARY UNDERGROUND CABLETO BE REMOVED ONCE THEUNDERGROUND SYSTEM IS IN PLACEP4IN:517P48P1W3B621P49SEDP421P49SEDP448P1W3BW/ JUMPERSMATCHLINE A-AMATCHLINE A-AP750PW1RPREMOVE POLE COMPLETEP7IN:517P48P1W3BRDGREMOVE DOWN GUY COMPLETEPRW1SWGIN. 7/16": 35 42 43 45 L = 10''RE-USE EX. 4-397.5 AAC 7.2/12.47kV3Ø PRI. CA. PER SHOWN LENGTH.PW3REMOVE AND RE-USE CABLE ONPORTIONS WHERE "W3" IS INDICATEDREMOVE SPAN GUY COMPLETEPRPSALLEY ARMANGLE PINS IID Information Highlighted IID Information Highlighted