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HomeMy WebLinkAboutDPRd_BRIDGE_DRAFT Plans_RoN Plan RequestFRED WARING DR MILES Indian Wells c w z oJ��� o La Ouinta VICINITY MAP N.T.S. Oj O �O AVE Indio HWY 111 AVE 48 HIGHWAY 111 l�Ol 1 1 I DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN CITY OF LA QUINTA, CALIFORNIA FEDERAL AID PROJECT #BRLKS-5433(014) LA QUINTA PROJECT #2011-05 LOCATED IN A PORTION OF THE N.E. 1/4 OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. CORPORATE CENTER DR BEGIN PROJECT DUNE PALMS ROAD q� STA. 11+00.0 Jr col I � I rl I I I I I I A I GENERAL NOTES: HIGHWAY 111 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: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR 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:OOAM AND AFTER 3:OOPM 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 RESIN 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. PAVING NOTES: 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAS BEEN INSTALLED AND ACCEPTED. 2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, 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. DHu"AA-1ftL-,JE'H0__'T 0 A TWO WORKING DAYS BEFORE YOU DIG E 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK- I BASIS OF BEARINGS: DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON BM = NGS AH9136; DATUM: NAVD88 THE LINE BETWEEN STATIONS "TMAP" AND SURVEY DISK STAMPED "931+48.33", SET IN "PSAP" (POSITIONS PER NATIONAL TOP OF CONCRETE MONUMENT IN THE MEDIAN GEODETIC SURVEY, NAD83, EPOCH 2O09.00) AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC AND HIGHWAY 111. SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. ELEV. = 81.620' DATE I BY DESCRIPTION R E V I S 1 0 N S LOCATION MAP LEGEND CONSTRUCT TYPE II SLURRY SEAL FINISHED SURFACE ........... FS CONST 4.5" AC OVER 6" CLASS II AB GRADE BREAK..................GB REMOVE AC PAVEMENT OR STRUCTURE ® TOP OF CURB..................TC EXISTING ELEVATION (100.50) PROPERTY LINE ................. FINISHED ELEVATION 101.50 RIGHT OF WAY..............R/W PROPERTY LINE EDGE OF PAVEMENT ......... EP CENTERLINE FINISHED GRADE...............FG RIGHT-OF-WAY (R/W) -- SANITARY SEWER.............SS PROP. BLOCK WALL EXISTING ...........................EX EXIST. GAS LINE (SCG) G CURB & GUTTER EXIST. TELEPHONE LINE (VERIZON) T .........C&G ASPHALT CONCRETE AC EXIST. TV LINE (TIME WARNER) CA TV- ........ CONCRETE EXIST. ELECTRICAL OVERHEAD EOH ....................CONC DRIVEWAY D WY LINE (IID) ....................... EXIST. ELECTRICAL UNDERGROUND WATER METER..................WM LINE (IID) E WATER VALVE..................WV EXIST. STORM DRAIN (CVWD) SD POWER POLE....................PP EXIST. WATER LINE (CVWD) W DOMESTIC WATER ............ DW EXIST. SEWER (CVWD) S LOCAL DEPRESSION .......... LID EXIST. FIBER OPTIC (VERIZON) FO CATCH BASIN...................CB SAWCUT - - - - PROPOSED ....................PROP POTHOLE UTILITY INFORMATION MANHOLE .......................... M H EASEMENT LINE - - FIBER OPTIC.....................FO TOP AC BERM..................TB EARTHWORK QUANTITIES - RAW CUT (CYj FILL (CY) RAW - STREET XXXXXX XXXXX CONTRACTOR SHALL HAUL CLEAN EXCESS MATERIAL AND SPREAD IT AS DIRECTED BY THE CITY ON THE ADJACENT HOUSING AUTHORITY PROPERTY 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 ±2 CONTOUR INTERVAL (1.0' CONTOUR). UTILITIES COMPANIES FRONTIER COMMUNICATIONS LUIS BECERRA 760-778-3621 SOUTHERN CALIFORNIA GAS CO. PETER QUINTANA 950-453-5089 IID, IMPERIAL IRRIGATION DISTRICT CARLOS PUENTE 760-398-5837 SPECTRUM ROMAN HERNANDEZ 760-904-5448 COACHELLA VALLEY WATER DISTRICT TYLER HULL 760-398-2651 JUALL: 1 =1UU INDEX OF SHEETS SHEET DESCRIPTION 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 15-16 RETAINING WALL PLAN 17 FENCING DETAILS 18-22 CONCRETE LINING PLANS 23 UTILITY TRENCHING / CONDUIT PLAN 24 BRIDGE LIGHTING PLAN L1-L6 LANDSCAPE & IRRIGATION PLAN 131-1324 BRIDGE PLANS PLANS UNDER SEPARATE COVERS 1-3 CVWD DOMESTIC WATER RELOCATION PLANS 1-3 CVWD SEWER RELOCATION PLANS CVWD GENERAL STORMWATER AND OTHER CONSTRUCTION NOTES, SEE SHEET 2 QUALITY, DEDICATION & EXPERIENCE o Q�4FESS/pN J. oy�HEPTAGN" .. 011111mo�, EVEN W m No. 68828 N PREPARED UNDER THE DIRECT SUPERVISION OF: sf CIVIC �� NOT FOR CONST APP'D DATE 9jFOF O�1F��� BRADLEY J. DONAIS, PE 17797 N. PERIMETER DR SUITE D-101 SCOTTSDALE, AZ 85255 PHONE: 760.895.0044 APPROVAL BY: CONTRACTOR STAGING AREA BLACKHAWK WAY WESTWARD HO DR CVSC RIGHT OF WAY INFORMATION APN DOCUMENT # LOCATION 600-010-009 FINAL ORDER OF CONDEMNATION WEST & EAST OF DUNE PALMS RD BK 691, PG 223 600-030-018 SEWER EASEMENT, INSTRUMENT S.CHANNEL C/L, E.OF DUNE PALMS RD #2006-224094, RECD 3/29/06 BRYAN McKINNEY, PE CITY ENGINEER R.C.E. NO. 49418 EXP. 9/30/2020 RUCTION DRAWN BD DESIGNED DATE: R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED CVWD REFERENCE DRAWINGS DWG NO. PLAN DESCRIPTION LOCATION 26050 8" SEWER CORPORATE CENTRE DRIVE 26054-26055 8" & 12" SEWER S. OF CHANNEL, EAST SIDE 24902-24903 18" SEWER NORTH OF CHANNEL 20752-20753 15" SEWER N. OF CHANNEL & W. OF DPRd C/L 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 SLOPE PROTECTION N. OF CHANNEL, E. OF DPRd 25854 SLOPE PROTECTION S. OF CHANNEL, W. OF DPRd 35788 SLOPE PROTECTION S. OF CHANNEL, E. OF DPRd CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN DATE TITLE SHEET BD JOB NUMBER DATE 77100021 11/2018 rO: CITY PROJECT #2011-05 LO O i O N U LU 0 m 0 Q O U) 2 J Q Lu z SHEET 1 OF 24 SHEETS DWG. NAME FILE NO. CONSTRUCTION NOTES UNITS QUANTITY 0 PROTECT IN PLACE -- -- (2)SAWCUT AC OR CONCRETE SURFACE LF -- (3) SAWCUT CONC. SLOPE PROTECTION LF -- ( REMOVE AC / CONCRETE PAVEMENT/SURFACE SF -- (5)REMOVE CURB RAMP INCLUDING C&G & WALK SF ©REMOVE CURB & GUTTER LF -- 0, REMOVE AC BERM LF ®REMOVE SHORT BLOCK (BRICK) WALL/PILASTER w/ LIGHT LF -- (9)REMOVE FENCE (WOOD) LF -- 10 REMOVE TREES/SHRUBS LS 1 @1REMOVE CONC SLOPE PROTECTION TO NEAREST CONTROL JOINT SF -- 12 REMOVE SD OUTLET STRUCTURE EA -- 13 REMOVE SD OUTLET GRATE EA -- 14 REMOVE CHANNEL ACCESS GATE EA -- 15 CONSTRUCT 4.5" AC OVER 6" AB CLASS II SF -- 16 CONSTRUCT SIDEWALK PER COLA STD. 200, 240 & 241 SF -- 17 CONSTRUCT 6" CURB & GUTTER PER COLQ STD. 200 & 201 LF -- 18 CONSTRUCT DRIVEWAY APPROACH PER COLQ STD. 200 & 221 SF -- 19 CONSTRUCT 8" MEDIAN CURB PER RIVERSIDE CTY STD 204 LF -- 20 CONSTRUCT COLORED STAMPED CONC MEDIAN PER COLQ STD 720 SF -- @ CONSTRUCT BYPASS ROAD LS -- 22 CONSTRUCT CONCRETE SLOPE PROTECTION SF -- 23 CONSTRUCT CONCRETE TRAIL UNDERCROSSING SF -- 24 CONSTRUCT CROSS GUTTER PER COLQ STD 230 & 231 SF -- 25 CONSTRUCT TYPE 1A, CASE 1 RETAINING WALL PER CALTRANS STD PLAN B3-3A LF -- 26 CONSTRUCT 6' (TALL) GARDEN WALL, PER SPPWC STD 601-4, TYPE 1, DBL REIN. LF -- 27 MASONRY WALL PILASTER EA -- 28 CONSTRUCT CURB RAMP CASE A PER COLQ STD. 250 LF -- 29 CONSTRUCT 6" ASPHALT DIKE PER COLA STD. 204 EA -- 30 CONSTRUCT LOCAL DEPRESSION PER COLQ STD. 200 & 330, CASE C (SAG) EA -- @ CONSTRUCT CATCH BASIN PER COLQ STD. 200 & 300 EA -- 32 CONSTRUCT JS NO. 2 PER RCFC&WCD STD JS227 EA -- 33 CONSTRUCT MH NO. 2 PER RCFC&WCD STD MH252 EA -- 34 CONSTRUCT DRYWELL PER DETAIL ON SHEET XX EA -- 35 CONSTRUCT 18" SD OUTLET EA -- 36 CONSTRUCT 24" SD OUTLET EA -- 37 CONSTRUCT 42" SD OUTLET EA -- 38 CONSTRUCT CONC COLLAR PER RCFC&WCD STD M803 LF -- 39 CONNECT TO EX. STORM DRAIN PIPE LF -- 40 18" RCP SD PIPE (SEE PROFILE FOR D-LOAD INFO) SIF -- 41 24" RCP SD PIPE (SEE PROFILE FOR D-LOAD INFO) SIF -- 42 CRACK SEAL & APPLY TYPE II SLURRY SEAL CY -- 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 2 LS -- 44 SUITABLE BACKFILL MATERIAL TO +/- 4" OF TOP OF MEDIAN CURB EA -- 45 CONNECT TO EX CONC SLOPE PROTECTION PANEL PER DETAIL ON SHEET XX LF -- 46 METAL GATE ASSEMBLY PER DETAIL ON SHEET XX EA -- 47 METAL FENCING (RETAINING WALL) PER DETAIL ON SHEET XX LF -- 48 12" ARTIUM GRATE PER DETAIL ON SHEET XX LF -- 49 4" PVC (SCHEDULE 40) STORM DRAIN PIPE LF -- 50 INSTALL 2 - 4" PVC CONDUIT SLEEVES PER IRRIGATION PLAN LF -- 51 TEMPORARY CONCRETE BARRIER (TYPE K) EA -- 52 CHAN LINK FENCE PER SPPWC STD 600-2, w/ DUST CONTROL FABRIC (STAGING AREA) SIF -- 53 24' WIDE VEHICLE GATE ASSEMBLY w/LOCK PER SPPWC STD 600-2 LF -- 54 CRUSHED MISC. BASE (MIN. 4" THICKNESS) (STAGING AREA) SF -- 55 TEMPORARY FENCING LF -- 56 METAL FENCING (FREE STANDING) PER DETAIL ON SHEET XX LF -- 57 JOINT UTILITY TRENCHING LF -- 58 2" SCH 40 PVC, IID CONDUIT LF -- 59 3" SCH 40 PVC, IID CONDUIT LF -- 60 4" SCH 40 PVC, IID CONDUIT LF -- @ 5" SCH 40 PVC, IID CONDUIT EA -- 62 6" SCH 40 PVC, IID CONDUIT EA -- 63 METER PEDESTAL PER COLQ STD 730 EA -- 64 SINGLE PHASE TRANSFORMER PAD PER IID STANDARD EA -- 65 SECTOR CABINET PAD PER IID STANDARD EA -- 66 SECONDARY PULL BOX PER IID STANDARD EA -- 67 MEDIUM VAULT PER IID STANDARD EA -- 68 2" SHC 40 PVC, CITY COMM. CONDUIT LF -- 69 PULL BOX NO. 3.5 (PCC) PER SWPPP STD 405-1 EA -- 70 4" SCH 40 PVC, FRONTIER CONDUIT EA -- 71 2'X3' HANDHOLE, VERIZON EA -- 72 CONSTRUCT WATER MAIN / SLOPE PROTECTION CONNECTION PER DETAIL ON SHEET XX EA -- 73 CONSTRUCT IRR. STUB / SLOPE PROTECTION CONNECTION PER DETAIL ON SHEET XX EA -- 74 ADJUST TO GRADE, WATER VALVE CAN & COVER EA -- 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER EA -- 76 REMOVE WATER MAIN PER WATER RELOCATION PLAN -- -- 77 REMOVE SEWER MAIN PER SEWER RELOCATION PLAN -- -- 78 REMOVE/ABANDON SEWER MH PER SEWER RELOCATION PLAN -- -- 79 RECONSTRUCT SEWER MH PER SEWER RELOCATION PLAM -- -- 80 RAISE WATER VALVE CAN AND COVER TO GRADE PER WATER RELOCATION PLAN -- -- 81 RELOCATE SEWER CLEAN OUT -- -- BENCHMARK: BASIS OF BEARINGS: V� n DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON D �I BM = NGS AH9136• DATUM: NAVD88 THE LINE BETWEEN STATIONS "TMAP" AND SURVEY DISK STAMPED "931+48.33", SET IN "PSAP" (POSITIONS PER NATIONAL DIAL TWO WORKING TOP OF CONCRETE MONUMENT IN THE MEDIAN GEODETIC SURVEY, NAD83, EPOCH 2O09.00) BEFORE DAYS BEFOREJ AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC YOU DIG YOU DIG AND HIGHWAY 111. SURVEY PUBLISHED DATA SHEETS, BEING TOLL FIRE EE 1-800-227-2600 NORTH 57°23'28.38"WEST. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEV. - 81.620' /W R/W 60-50' 49' 7.5' 48-36' 37' 5.5' 6.5' � I � VAR VAR 30 - 2% ------------- _ _ _ - - - - - - - - -��AC - - - - - - - - - - J- J WALK 1 1 C&G AC PVT 1 PVT 16 C&G 1 DUNE PALMS TYPICAL SECTION STATION 11 +01.05 - 12+99.00 /W R/W 45-44' 49' 10-24.5 5.5- 7.5' 32' 6.5' 2% 30 2% 4.5' 7.5' 2% 4.5' 7.5' 2% 44' 44' TICE R/W 50-45' 49' 7.5' 38-32' 37' 5.5' 22' VAR VAR 7-2.6' 8-12.4' 30 VAR 30 VAR 30 2V3% _ __ ----- ---- _-� 16 WALK 1 1 C&G AC PVT 1 ;j- - - - - - - - -- - - - - - 1 AC PVT 43 2 15 29 DUNE PALMS TYPICAL SECTION STATION 12+99.00 - 15+75.00 W � 44' 53' 37' 5.5' 6.5' 0-19.3' SE 4.5' 7.5' 32' I � � 2% 30 16 2% 2% 30 2% 1 3. 1 MAX 15 29 T T 16 17 DUNE PALMS TYPICAL SECTION STATION 15+75.00 - 17+49.90 q R/W 53' 28.4-34.3' 32' 37-39.67' 5.5' 6.5' I 2% (1 ) 2% 30 16 27. 23.2-29.6' 3'*-'--MAX DUNE PALMS TYPICAL SECTION ( 1 ) SEE CHART FOR ADDITIONAL MEDIAN CURB DETAILS. STATION 17+85.00 - 18+23.77 (LT) 18+47.05 (RT) q R/W TCE 32' 1' 2% 1 i' VAR (1 53' 39.67-40' 31' 2% 30 (2) DUNE PALMS TYPICAL SECTION STATION 23+66.86 - 23+76.86 (RT ONLY) 44'_ 53' 32' 40' 12' 6' 6' 30' 2'1 40' ---- - 30---- 19 20 19 WALK 1------- --- 2 2 1 C&G AC PVT 1 44 4 1 AC PVT C&G 1 DUNE PALMS TYPICAL SECTION STATION 27+00.00 TO 28+00.00 75' 5.5' 6.5' 21. (1) SEE CHART FOR ADDITIONAL MEDIAN CURB DETAILS. (2) SEE SHEET 15 FOR RETAINING WALL DETAILS. R/W STREET GRADING 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. (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. NOTE: QUANTITIES LISTED ABOVE 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. QUALITY, DEDICATION & EXPERIENCE o Q�pFESS/pN HEPTAGON N r rig, EVEN wi NO. 68828 � BRYAN McKINNEY, PE * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. N0. 49418 EXP. 9/30/2020 DATE BY DESCRIPTION APP'D DATE �fgjF FI cp11F�NOT FOR CONSTRUCTION DRAWN BD DESIGNED DATE: R E V I S 1 0 N S BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED 6'TALL BLOCK GARDEN WALL TCE SE 4.5' 7.5' 2% R/W 2% R/W TCE 20.4-28.4' SE 37-39.67' 5.5' 10.5-6.5' 15.3-23.2' V 2% 30 16 2% z. . DUNE PALMS TYPICAL SECTION STATION 17+49.90 - 17+85.00 "DP"LINE 6' 31' 31, 6' 1' 3.83'4.83' 2% 2% NOTES: DUNE PALMS TYPICAL SECTION 1 . SEE BRIDGE PLANS FOR BRIDGE DETAILS. 2. THE "DP" LINE IS THE CENTER OF THE STATION (LT) 18+23.77 - 23+66.86 BRIDGE. (RT) 18+47.05 - 23+90.14 R/W TCE 44' 53' 75-5' 32' 39.67-40' 5.5' 6.5' 31' VAR (1 VAR (1) 31' 30 2% 20 2% 30 16 2% 26 fr ��ii,' tl'tT:i:V:"' •,;.h1'.f�yt:y T 17 15 19 44 19 15 17 (2) DUNE PALMS TYPICAL SECTION ( 1 ) SEE CHART FOR ADDITIONAL STATION 23+76.86 (RT) - 27+00.00 MEDIAN CURB DETAILS. 23+90.14 (LT) - 27+00.00 ( 2 ) SEE SHEET 15 FOR RETAINING WALL DETAILS. 17797 N. PERIMETER DR APPROVAL BY: SUITE D-101 SCOTTSDALE, AZ 85255 PHONE: 760.895.0044 MEDIAN CURB TABLE WEST CURB LINE EAST CURB LINE STATION q OFFSET NOTES STATION q OFFSET NOTES 18+23.20 4.77' RT BEGIN, BC 18+23.20 8.67' RT BEGIN 17+71.03 1.0' LT EC 23+66.67 8.67' RT AP 24+00.00 1.0' LT AP 24+44.73 9.45' RT AP, BC 25+00.00 2.0' LT AP 25+06.33 4.73' RT PRC 29+28.45 2.0' LT END 25+64.34 0.0' RT EC -- -- 29+14.97 0.0' RT AP -- -- 29+27.49 1.0' LT END 29+25.97 8.0' RT BEGIN 29+25.97 10.0' RT BEGIN 29+35.36 8.0' RT BC 29+79.24 10.0' RT 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 10.0' RT BEGIN 30+28.62 8.0' RT AP 31+45.53 10.0' RT 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 -- -- CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN 2 DATE TYPICAL SECTIONS, DETAILS of 24 SHEETS & CONSTRUCTION NOTES DWG. NAME BD JOB NUMBER FILE NO. 77100021 DATE FOR: CITY PROJECT #2011-05 PER PLAN 0.1' AC PVT - - - - SAWCUT LINE vvw i �ni v� a OVERALY AC PAVT 43 COLD PLANE & OVERLAY DETAIL NOT TO SCALE D Hu"A IbLz'� - --'T D ABEFORE o fDAYS:E.IEFORE RKING ��1 DIG E 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK NOTE: 1. AC OVERLAY OF COLD PLANE AREA SHALL BE COMPLETED AT THE TIME OF FINAL PAVEMENT LIFT OF THE ADJACENT WIDENED SECTION. DESCRIPTION: 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. ELEV. = 81.620' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2O09.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. BEGIN MEANDE STA XX+XX.XX IID STRUCTURE STA XX+XX.XX END MEANDER � BACK OF CURB /- �R=l' I / I R=2' L=1.57' I 5.5' I L=1.57' R=14' L=10.98' L - - J BEGIN CURVE R=20'-/ 6L=11.5' STA XX+XX.XX L=10.47' R=20'-/ L=10.47' L=11.5' SIDEWALK MEANDER DETAIL NOT TO SCALE DATE I BY DESCRIPTION APP'D I DATE R E V I S 1 0 N S R=14' L=10.98' R=20' L=10.47' R=20' L=10.47' 5.5' END CURVE STA XX+XX.XX CHEPTAGON UALITY, DEDICATION & EXPERIENCE 17797 N. PERIMETER DR oQ�oFEssigN SUITE D-101 SCOTTSDALE, .8 85255 U'lPHONE: 760.895.0044 m N z'9 0 �0�0000 0 0IIIIF NJ cy , ,�l �I I I0l0 I0 00 I0 I I / I 1 SPACE RESERVED FOR CVWD GENERAL STORMWATER CONSTRUCTION NOTES AND CVWD APPROVAL FOR ENCROACHMENT PERMITS. APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN d NO. 68828 � 0,052,050,0,0l!e. o!, 0 000!. WO BRYAN McKINNEY, PE * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. NO. 49418 EXP. 9/30/2020 �fgjFOFC�1�CHI�~� NOT FOR CONSTRUCTION DRAWN BD DESIGNED DATE: BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED DATE BD JOB NUMBER 77100021 DATE CONSTRUCTION NOTES & DETAILS FOR: CITY PROJECT #2011-05 SHEET 3 OF 24 SHEETS DWG. NAME FILE NO. I 1 II 1 1 HIGHWAY 111 ' I I I I HIGHWAY 111 STREET GRADING 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. DHCC- DIAL BEFORE YOU DIG 3 D TWO WORKING DAYS BEFORE YOU DIG TOLL FREE -qN110111111v1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK DESCRIPTION: 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. ELEV. = 81.620' CORPORATE CENTRE DR WaG 1, L L C APN 800-030-0JB DUNE PALMS ROAD STREET REMOVALS CORPORATE CENTRE DR — m vvnv L11VG WGC 1, L LC APN 800-030-018 DUNE PALMS ROAD EX. UTILITY PLAN CONSTRUCTION NOTES 01 PROTECT IN PLACE (2)SAWCUT AC OR CONCRETE SURFACE ® REMOVE AC / CONCRETE PAVEMENT/SURFACE O REMOVE CURB RAMP INCLUDING C&G & WALK ©REMOVE CURB & GUTTER O REMOVE AC BERM 13 REMOVE SD OUTLET GRATE 41 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 2 53 TEMPORARY FENCING 72 ADJUST TO GRADE, WATER VALVE CAN & COVER 73 ADJUST TO GRADE, SEWER FRAME & COVER 74 REMOVE WATER MAIN PER WATER RELOCATION PLAN 77 RECONSTRUCT SEWER MH PER SEWER RELOCATION PLAM BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2O09.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DATE I BY DESCRIPTION APP'D I DATE PLACED ON CHANNEL R/yV END 50' EAST OF EX // SLOPE PROTECTION / —/ 1,)-cwmmiZ7* 1-ft 6HEPTAGO UALITY, DEDICATION & EXPERIENCE 17797 N. PERIMETER DR APPROVAL BY: Q�OF Essld SUITE D-101 N SCOTTSDALE, .8 85255 J. Op9l fc� PHONE: 760.895.0044 m Nip, EVEN N0. 68828 � BRYAN McKINNEY, PE * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. NO. 49418 EXP. 9/30/2020 �fgjFOFjc NOT FOR CONSTRUCTION' DRAWN BD DESIGNED DATE: D SCALE: 1"=40' D V SCALE: 1 °-40' 010-004 r rl- LEGEND — — — — SAWCUT O2 REMOVE AC PAVEMENT ® REMOVE CONCRETE ®D5 © 11 0.10' COLD PLANE AC PAVEMENT 41 POTHOLE UTILITY INFORMATION UTILITY NOTE INDEX ®j PROTECT IN PLACE ®2 RELOCATE BY UTILITY COMPANY �3 ADJUST TO GRADE BY UTILITY COMPANY ®4 REMOVE BY UTILITY COMPANY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN DATE BD IJOB NUMBER 77100021 REMOVAL & EX. UTILITY SHEET FOR: CITY PROJECT #2011-05 SHEET 4 OF 24 SHEETS DWG. NAME FILE NO. R E V I S 1 0 N S BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED DATE C 1( L/1", �J L //1 �CY99J ! - I .. ` SCALE: 1 u=40' W W 2 co W W W 2 1 O O L6 N N N W Z_ J U Q GVWD APN 600-010-004 GVWD APN 600-010-004 j STREET GRADING 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. 40 20 0 40 80 120 SCALE: 1"=40' DHCC- DIAL BEFORE YOU DIG 3 D TWO WORKING DAYS BEFORE YOU DIG TOLL FREE -qtlloPv1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK DESCRIPTION: 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. ELEV. = 81.620' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN STATIONS "TMAP" AND "PSAP" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2O09.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57°23'28.38"WEST. DATE I BY DESCRIPTION DUNE PALMS ROAD STREET REMOVALS DUNE PALMS ROAD EX. UTILITY PLAN APP'D I DATE CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 SAWCUT AC OR CONCRETE SURFACE ® REMOVE AC / CONCRETE PAVEMENT/SURFACE © REMOVE CURB & GUTTER O7 REMOVE AC BERM ® REMOVE SHORT BLOCK (BRICK) WALL/PILASTER w/ LIGHT 1�9 REMOVE FENCE (WOOD) 10 REMOVE TREES/SHRUBS 12 REMOVE SD OUTLET STRUCTURE 14 REMOVE CHANNEL ACCESS GATE 41 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 2 72 ADJUST TO GRADE, WATER VALVE CAN & COVER 73 ADJUST TO GRADE, SEWER FRAME & COVER 74 REMOVE WATER MAIN PER WATER RELOCATION PLAN 76 REMOVE/ABANDON SEWER MH PER SEWER RELOCATION PLAN 77 RECONSTRUCT SEWER MH PER SEWER RELOCATION PLAM 78 RAISE WATER VALVE CAN AND COVER TO GRADE PER WATER RELOCATION PLAN 79 RELOCATE SEWER CLEAN OUT 6HEPTAGO UALITY, DEDICATION & EXPERIENCE 17797 N. PERIMETER DR APPROVAL BY: Q�OF Ess1d SUITE D-101 NSCOTTSDALE, .8 85255 �'Ol fPHONE: 760.895.0044N/i�, EVEN N0. 68828 � BRYAN McKINNEY, PE * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER R.C.E. NO. 49418 EXP. 9/30/2020 �fgjFOFjc NOT FOR CONSTRUCTION' DRAWN BD DESIGNED DATE: PN 1700-030-021 004 JJNTA HOUSING AUTHORITY \ �AW I SCALE: 1»-40, 00-030-021 > 004 HOUSING AUTHORITY LEGEND — — — — SAWCUT O2 REMOVE AC PAVEMENT ® REMOVE CONCRETE (D) © 11 0.10' COLD PLANE AC PAVEMENT 41 POTHOLE UTILITY INFORMATION UTILITY NOTE INDEX ®j PROTECT IN PLACE ®2 RELOCATE BY UTILITY COMPANY �3 ADJUST TO GRADE BY UTILITY COMPANY ®4 REMOVE BY UTILITY COMPANY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN DATE BD IJOB NUMBER 77100021 REMOVAL & EX. UTILITY SHEET FOR: CITY PROJECT #2011-05 SHEET 5 OF 24 SHEETS DWG. NAME FILE NO. R E V I S 1 0 N S BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED DATE 0 O L �f J LO, �K Ill ❑ Lj 1 (� 1 C8cG 1 Lij u) ;D S44 0 - 1011 Z 2 —_ - L J I� ,AS 2 GAS 4 G S AS GAS + — — — - 63' 50' M W .�. m � z--� -v --- — --- ay J -- RW— -- — - = 1 C&G t U Q A N 000i30� 20 2. 1 LA OUlN7A HOl.J31 C )ORIT y I LO ■W l- LLI L1 IM 0 1 W - R W- U) = SD i O O cwm + GA; M LLl �. z_ GAS WALK BLACKHAWK WAY I III I I I I II II I II I� I 4 I I c� D S I GNAL IFOLE hl WESTWAR SIGNAL POLE � o � o� �I / 1 SI LAC KHAT,'TK TTA ���*�• �i�'IIIIIIIIIIII GAS I& - GAS GAS 63' 50' U Q APN 600-030—20 LA r?U1N7A HOUSJNG AUTHO.MlY L � WESTWARD HO DRIVE STREET GRADING 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. 40 20 0 40 80 120 SCALE: 1"=40' BENCHMARK- BASIS OF BEARINGS: n DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON DH �I BM = NGS AH9136• DATUM: NAVD88 THE LINE BETWEEN STATIONS "TMAP" AND SURVEY DISK STAMPED "931+48.33", SET IN "PSAP" (POSITIONS PER NATIONAL DIAL TWO WORKING TOP OF CONCRETE MONUMENT IN THE MEDIAN GEODETIC SURVEY, NAD83, EPOCH 2O09.00) BEFORE DAYS BEFORE AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC YOU DIG %I% YOU DIG AND HIGHWAY 111. SURVEY PUBLISHED DATA SHEETS, BEING TOLL FREE 1-800-227-2600 NORTH 57°23'28.38"WEST. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEV. - 81.620' POL SIGNAL POLE 0 DATE I BY DESCRIPTION R E V I S 1 0 N S — :�:� :�m 0 .. — SCALE: 1 "=4v' t- DUNE PALMS ROAD STREET REMOVALS SCALE: 1 "=40' DUNE PALMS ROAD EX. UTILITY PLAN QUALITY, DEDICATION & EXPERIENCE oQ�OUssla�, HEPTAGO N y �� 011111mo�, EVEN W m No. 68828 N PREPARED UNDER THE DIRECT SUPERVISION OF: sf C NOT FOR CONST ~" APP'D DATE qjF OFF �p�1F BRADLEY J. DONAIS, PE CONSTRUCTION NOTES 0 PROTECT IN PLACE O SAWCUT AC OR CONCRETE SURFACE ® REMOVE AC / CONCRETE PAVEMENT/SURFACE 17797 N. PERIMETER DR APPROVAL BY: SUITE D-101 SCOTTSDALE, AZ 85255 PHONE: 760.895.0044 BRYAN McKINNEY, PE CITY ENGINEER R.C.E. NO. 49418 EXP. 9/30/2020 RUCTION DRAWN BD DESIGNED DATE: R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED CITY OF LA QUINTA DATE BD JOB NUMBER DATE LEGEND - - - - SAWCUT O REMOVE AC PAVEMENT ® REMOVE CONCRETE ®O5 © 11 0.10' COLD PLANE AC PAVEMENT 41 POTHOLE UTILITY INFORMATION UTILITY NOTE INDEX ®j PROTECT IN PLACE ®2 RELOCATE BY UTILITY COMPANY ADJUST TO GRADE BY UTILITY COMPANY ®4 REMOVE BY UTILITY COMPANY CITY OF LA QUINTA, CALIFORNIA DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN REMOVAL & EX. UTILITY SHEET 77100021 FOR: CITY PROJECT #2011-05 SHEET 6 OF 24 SHEETS DWG. NAME FILE NO. 65 W�1 oLo + U 4 A ■■■■ lows■■A■■■■■■■■■■ - + - co O� +O Nr- U d) � t— w 8 C RB CAD --t Lu 1 0' T 'Zkfill x1rl ILU + P I 2 +0 0 EL 67.C4 1 O U O 00 m O O O + • O 0 0 O CC 6 EX G D L co `O It `n� �� +N �� 1. 6 79; + + ao Sri rn co °' co Nco 00 co 0.50 PR F ® C L 3 0 V = ' U E G D CAD / m �o n o� On co to r. •tD 0co 0 �O CID NH O U Cn 0 50 "C R 0 8.115) 1' t 0° c� m , O '^ Oao co o P I 2 +0 0 L 66.92 p rn O co 0_ O N co + + N + MU + �U O Oco 00 U > v» co co 0'3 ,5 �� m c� oN aoco O� NH 1.20 �� a 10 orn + `o I' 7$ o `o + co 3 T N H T P C E M o .6 3 ' RT Ldr-U 1-7-1- 0 18 tL 12 13 14 15 16 17 19 20 o/� o� BEG CONS JOIN EX. 11+00.00 I NOTE: ALL EXISTING STRIPING SHALL BE REMOVED PRIOR TO THE APPLICATION OF SLURRY, TO THE SATISFACTION OF THE CITY. LINE CURVE DATA 0 DELTA BRG RADIUS LENGTH TANGENT REMARK 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 A--- 90*19'58" 35.00' 55.18' 35.20' CURB RETURN 6 A--- 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 0= 166'25'45" 2.00' 5.81' 16.81' MED CURB 10 A--- 13*34'15' 204.97' 48.55' 24.39' MED CURB 11 N00'09'52"W -- 203.97' -- I MED CURB BENCHMARK: BASIS OF BEARINGS: n DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON DH �I BM = NGS AH9136• DATUM: NAVD88 THE LINE BETWEEN STATIONS "TMAP" AND SURVEY DISK STAMPED "931+48.33", SET IN "PSAP" (POSITIONS PER NATIONAL DIAL TWO WORKING TOP OF CONCRETE MONUMENT IN THE MEDIAN GEODETIC SURVEY, NAD83, EPOCH 2O09.00) BEFORE DAYS BEFORE AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC YOU DIG %I% YOU DIG AND HIGHWAY 111. SURVEY PUBLISHED DATA SHEETS, BEING TOLL FREE 1-800-227-2600 NORTH 57023'28.38"WEST. A PUBLIC SERVICE BY DATE BY UNDERGROUND SERVICE ALERT ELEV. = 81.620' """"'" --- 40+00.00 CORPORATE CENTRE APN 600-030-018 DUNE PALMS ROAD LEGEND 4.5" AC OVER 6" CLASS II AB 15 0. 1 ' AC OVERLAY 43 :............ ::............. TYPE II SLURRY SEAL 42 CONCRETE CONSTRUCTION 16 17 22 24 28 30 MEDIAN CONIC PAVING 20 TC 65.52 BEGIN 6-- C&G/ a aN TC+84.89 65.40 N N ro 0) U) U)1C S QUALITY, DEDICATION & EXPERIENCE oQ�OFESSIp�, HEPTAGO N _h Q� i Ip��/p �j4�4p�p41 p lI0' ;o Q] /IF�i 1/ 0 � l PROFILE SCALE: HORIZ: 1" = 40' VERT. 1" = 4' AP 0- io CONSTRUCTION NOTES O PROTECT IN PLACE 15 CONSTRUCT 4.5" AC OVER 6" AB CLASS II E SHEET 18 Co 16 CONSTRUCT SIDEWALK PER COLQ STD. 200, 240 & 241 76 LJ 17 CONSTRUCT 6" CURB & GUTTER PER COLQ STD. 200 & 201 W 19 CONSTRUCT 8" MEDIAN CURB PER RIVERSIDE CTY STD 204 = 20 CONSTRUCT COLORED STAMPED CONIC MEDIAN PER COLQ STD 720 cnl Lam,.•.- :F :.y . ` 22 CONSTRUCT CONCRETE SLOPE PROTECTION F. " • '; `�.. ;,. ^' = L1J 24 CONSTRUCT CROSS GUTTER PER COLQ STD 230 & 231 Lu (!rl 28 CONSTRUCT CURB RAMP CASE A PER COLQ STD. 250 CONSTRUCT 6" ASPHALT DIKE PER COLA STD. 204 O 30 CONSTRUCT LOCAL DEPRESSION PER COLA STD. 200 & 330, CASE C (SUMP) ` Lo 31 CONSTRUCT CATCH BASIN PER COLA STD. 200 & 300 '•-- r, `.� `� ;°:'.:,:, O 35 CONSTRUCT 18" SD OUTLET CONSTRUCT 24" SD OUTLET i EE BRIDGE PLANS w 43 COLD PLANE & AC OVERLAY (T=0.10') PER DETAIL ON SHEET 2 FOR DET ILS C VWL7 _-_ Z 44 SUITABLE BACKF I LL MATERIAL TO +/- 4" OF TOP OF MEDIAN CURB APN 600-0�0�004 J 75 ADJUST TO GRADE, SEWER MANHOLE FRAME & COVER 7 � ___ 22 S E SHEET 18 C)76 REMOVE WATER MAIN PER WATER RELOCATION PLAN O 79 RECONSTRUCT SEWER MH PER SEWER RELOCATION PLAM RAISE WATER VALVE CAN AND COVER TO GRADE PER WATER C) RELOCATION PLAN SCALE. 1 "-40' 17797 N. PERIMETER DR APPROVAL BY: SUITE D-101 SCOTTSDALE, AZ 85255 PHONE: 760.895.0044 40 20 0 40 80 120 SCALE: 1"=40' N0. 68828 1, �/AS �;li �� BRYAN McKINNEY, PE PREPARED UNDER THE DIRECT SUPERVISION OF: CITY ENGINEER «mil CjVi� �� R.C.E. N0. 49418 EXP. 9/30/2020 DESCRIPTION APP'D DATE qjF OF CNOT FOR CONSTRUCTION DRAWN BD DESIGNED DATE: R E V I S 1 0 N S BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED CITY OF LA QUINTA CITY OF LA QUINTA CALIFORNIA S H E FT I DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN 7 STREET IMPROVEMENT PLAN of 24 SHEETS DATE DWG. 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IML va ■► AE.`s:l•1!\ i. :l9I•11[• al • • 165 T 165 T EXI 6" r7■■■d G m® o `- rn O (0 T M (0 ■■■■■■■■■� L=liiir� Cilia fill ii �■li� fiill� f■iii fll�iiia f 7■■■!.9 i■■■Q • ■■■■ ■■■■■■■■■■ ■■■■■■■� liiiii�3� ■■■■■■■■■■■■■■`��[3i■ll�C���ZC�i�I�■■■i�7■■■�-7 •� ■■■■ ■■■■■■■■■■ ■iE:��i3i■iiii ■■■■■■■■■■ ■F�fiiiiiiiii ■■l��\■■ii iiiii4l�iil�7G 1 RB I I I I I I r-96 1 I I I I I I I I I `,+--EX ONDI ® IC/L I I I I I I I I I I I I I I I I f-1- I -ILL I I I I --+—EEC aNDI CAD IC/L I I I I I I M E;mams [ • i3■ .. U', o o� • ^ + + U M 31 32 ui :P-q w = --- W C) U i 31 +00 4� O O �S - � 5 19 c&G— R/W w z_ J KJNDDOM lH. = JEHOV H' (� W17N1✓;31; APN 600-0I3( I " -ScGl RT 33 DUNE PALMS ROAD_ NMI 34 N no 211 Now RPM r- N I O) 35 I — 36 9 t CONSTRUCTION NOTES O1 PROTECT IN PLACE 19 CONSTRUCT 8" MEDIAN CURB PER RIVERSIDE CTY STD 204 20 CONSTRUCT COLORED STAMPED CONC MEDIAN PER COLQ STD 720 44 SUITABLE BACKFILL MATERIAL TO +/- 4" OF TOP OF MEDIAN CURB LINE CURVE DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 43 N00'09'52"W -- 565.39' -- CENTERLINE 44 N00'09'52"W -- 70.55' -- IVIED CURB 45 A= 0935'14" 356.00' 59.57' 29.85' IVIED CURB 46 A= 0935'14" 360.00' 60.24' 30.19' IVIED CURB 47 N00'09'52"W -- 329.38' -- IVIED CURB 48 A--- 180°00'00" 1.00' 3.14' -- IVIED CURB 49 N00'09'52"W -- 329.38' -- IVIED CURB 50 A--- 0935'14" 358.00' 59.90' 30.02' IVIED CURB 51 A--- 0935'14" 358.00' 59.90' 30.02' IVIED CURB 52 NOO'09'52"W -- 70.56 1 -- I IVIED CURB PROFILE SCALE: HORIZ: 1" = 40' VERT. 1" = 4' crAi E: 1 "=40' LEGEND 40 20 0 40 80 120 TYPE II SLURRY SEAL 40 NOTE: ALL EXISTING STRIPING SHALL BE REMOVED PRIOR TO Emmi MEDIAN CONC PAVING 20 THE APPLICATION OF SLURRY, TO THE SATISFACTION SCALE: 1"=40' OF THE CITY. BENCHMARK: BASIS OF BEARINGS: QUALITY, DEDICATION&EXPERIENCE 17797 N. PERIMETER DR APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T � SUITE D-101 � DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON Q�ESSjp,SCOTTSDALE, AZ 85255 DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN DHUJA— nTl M = NGS AH9136 DATUM: NAV 88 THE LINE BETWEEN STATIONS "TMAP" AND �`�� ��� J. ' �o ��^ PHONE: 7150.895.0044 9 B D D HEPTAGON SURVEY DISK STAMPED "931 +48.33" , SET IN "PSAP" (POSITIONS PER NATIONAL y mQa tiN 'Sl, ,�, ���� 0 '' NDIAL TWO WORKING TOP OF CONCRETE MONUMENT I N THE MEDIAN GEODETIC SURVEY , NAD83 , EPOCH 2O09.00) No . 68828 "� a' �'���'i''a n�� �'� r� \ STREET IMPROVEMENT PLAN0F 24 SHEETS i, l BRYAN McKINNEY, PE DATE BEFORE DAYS BEFORE AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC CITY ENGINEER DWG. NAME YOU DIG YOU DIG PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. NO. 49418 EXP. 9/30/2020 STA 30 75.0 - 36 00.00 '�� AND HIGHWAY 111. SURVEY PUBLISHED DATA SHEETS, BEING sl• CIVIC ti� + + TOLL FREE 1-800-227-2600 NORTH 57°23'28.38"WEST. DATE BY DESCRIPTION APP'D DATE 9jFOF Cp�1F� NOT FOR CONSTRUCTION DRAWN BID DESIGNED BD JOB NUMBER 77100021 FILE N0. A PUBLIC SERVICE BY DATE: UNDERGROUND SERVICE ALERT ELEV. = 81.620' R E V I S 1 0 N S BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED DATE FOR: CITY PROJECT #2011-05 SIGNING &STRIPING NOTES CORPORATE CENTRE DR to I I • SOLE: 1 „-40' CVSC R/W 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE \j - - - - - - - - - - - - ,oj IRS I / O� C v� PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND \p - IS RS / STRIPING PLANS. �1 \ - - - I I I / U�UIIIIIWIIIIIII�I�pI�IRRI�I�I��N1d01 �TJ R W / 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD \ �� -/ - - —'� _ - R/W - / - - I \ # I E R1-1 :pl SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, \ F ------------ �- ---- R/W - - - , . -R/W— - O AND CITY OF LA QUINTA STANDARD PLANS, LATEST EDITION, HEREAFTER �� �' _ -' - - - - • REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, ; . E R3-7 E R3-7------------ - UNLESS OTHERWISE SPECIFIED. �� - - - - - - �' R26(CA) E 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT '��` 1 - - - - - - - - - - E 15' "WHITE CHEVRON, _ 12 - _ _ 39 IS 11' N LLJ PAVEMENT LEGENDS), SHALL COMPLY WITH THE LATEST EDITION OF THE �� E E 11� 0•C• - - - - - , - 39 - + J CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER +00 i 1�+00 _ �� 1 1 ° 16+00 12 12 25 O REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE i -- _ I I — _-4- STANDARD PLANS. c°0 = 00 w O 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY ,,% rij - 38 12 29 _ _ _ R4-7 25 12 z J MAINTENANCE MANAGER AT (760) 777- 7052 TO MAKE ARRANGEMENTS FOR �� I - - - - - 39 - - - - - - - 11 - - - ° - 12 39 OM1-3IS 0— MAINTENANCE 39 J L1J RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF 12 = 12 = CITY STENCILS. ► - - - - - - - p ° 8' 5. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN Lw SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, ENTITLED i - - - - R/W - - - JOIN EX. - R/W r - - - - - - - - _ R/W PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO ❑ 1 RS R5-2 RS R7-2 RS W4-2 JOIN N 0 RT 12 RS IS R2-1(45 ) IRS R5-2 IRS R7-2 L - - - RS R7-2 , IRS SR4-1(CA ) C� Q THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD /j C IRS W9-1R IS R7-9A R3-1(L)x2 IS W1-7 IS R79A SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT n _ V MARKERS. 6. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO C v WO SECTION 84-3 , ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT DUNE PALMS ROAD \CVSC R/W AWN 6 0 OJ 0j10- 0 0�r MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. 171 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. (; i - - 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK "� \ SCALE: 1 „=40, - AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO C VWD PROTECT PERSONS AND PROPERTY ADJACENT TO THE GRINDING OR AWN 0- 0-1 0- 4>���� SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE GRINDING OR SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF qR7_9A o ❑ BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY �W-- -- -11�+1 -- -----R/W--� -- O MECHANICAL SWEEPING OR HIGH -POWER VACUUM. O °3 - - - - - - - - •� 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL O - -_ -_ - - _ . F___ BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE Ln _ g' � _ _ ° 8' o LL STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR N (� GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH ANASPHALT I C + - - - - - - - - 39 - - R6-1 IS - - _ - - - - 3g - 1 1 - - 12 - IS R4-7 - 0�4d L7-3 J PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES O - BL 25 12 12 7 ° - 12 ° 25 BL 12 25 R6-� IS 1 1 , 25 ONTI--3 R6-1 IS O 00 THE OLD LEGEND FORM. N w _ I 23+00 ,24+00 + + I— 1 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE w > 0 25 11 7_ 0 w O SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS z O 25 - 12' 25 38 - - - - -11' OM173IS R6-1IS 25 R4-7 z J SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE J m - 39 - - - - L OM1-3IS J w SHEETING WITH 3M #1160 PROTECTIVE OVERLAY FILM OR APPROVED BL 12 11 12 T F 12 EQUAL. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF U Q m 8' m -'' 8 _ L U w FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER w _ ir - -- ------- THE SIGN AND POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE w _ _ -_ = O Lu NOTED. Q c - - R/W - - - - - \1.9 IS R7-9A R/W11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA 2 v� IS R7-9A WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN - �I SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUNDAWN 8 0 0� OJO� O Of SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY CVSC R/W�2LIDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR so TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 12. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT J - L-1 IA PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY DUNE PA L M S R OA D 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 B LAC KHAWK WAY BLOCKOUTS AROUND THE POST. - I / \ / \ - II 1 I JVIIL L. I TV // I , crni �• � nn \ I I I STRIPING LEGEND & CONSTRUCTION NOTES: % A QUJN TA HIGH SCHOOL � - , � � �;,, - STRIPING NOTES I / APN 800�010�004 /�I I ' �► CJ I` r O LA QUJN rA �E EXISTING TO REMAIN. 12 4" SKIP WHITE LINE W/ RPM'S I / E R26(S)(CA) E SR4-1(CA) I \ \ REMOVE AS — E--- — --- 1 1 \ RS AND CITYAYARD SIGN & POST OR DISPOSE (IF PERACITY I TYCDBI DIRECTION. I ONNOTED . 22 4" DOUBLE SOLID YELLOW LINE W/ RPM ' S O _ _ _ _ - R/W _ _ I - - R/W / � � � � � � � �- 32 4" DOUBLE YELLOW SOLID LINE W/ RPM'S - a - - - - - - - - o IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE). Ln = _ _ - - - - - - - - - - - - - - 376 8" DASHED WHITE LINE W/ RPMS'S (LANE DROP) N 8' ° REMOVE ALL EXISTING CONFLICTING TRAFFIC SIGNING & + - 11' 11' PM BL = - o o Q RP STRIPING PAVEMENT MARKING OR ARROWS AS NOTED INCLUDING 38 8" SOLID WHITE CHANNELIZING LINE W/ RPM'S - - - v - - - - - - - - - - 39 - _ o 0 O RAISED PAVEMENT MARKINGS. CO 38 BL 11, 12 14 11 c' ° o 39 6 " SOLI D WHITE B I KE LANE L I NE w NISI IHHllpllgll — - RE REFRESH PAVEMENT MARKING/STIPE W/ 1 COAT OF PAINT uj > 11' 0 R6-1 25 11' 25 - o 0 a IS R4 7 ® CALTRANS STRIPING DETAIL PER NUMBER NOTED, z m - 25 11' E IS R6-1 _ - - E - 11' _ OM1-3 IS o 0 ON PLANS. 11' 12' o 0 = Q 8' o � - PM PAINT PAVEMENT MARKING OR ARROW AS NOTED. (�LJJ L -- , o w _- _ __ -- __ -�-12_---__- _- 0000000 ° OBL PAINT WHITE "BIKE" & "LANE", "HELMETED BIKE RIDER" Q R/WIr SYMBOL, & SMALL BIKE LANE ARROW PER CALTRANS STD. C - - - - - - - - - _ I - \ as �� CJr Y 05 JNrDJO PLANS A24A, A24C, & A24D, LOCATED PER MUTCD FIG. 9C-3 c I - I �— - R/W R/W R3-7 E \ I / DETAIL C. PAINT CENTERED ON GREEN RECTANGULAR b BACKGROUND 3.5' X 37.0' I I LA On, HOU•SJNG- R3-7 E \\ ` t I BD PAINT WHITE "HELMETED BIKE RIDER" SYMBOL PER CALTRANS I AUTH ORIT `t STD. PLAN A24C, CENTERED ON GREEN RECTANGULAR II J BACKGROUND. I APN 600-030-02 J EXISTING SIGN (ONE POST) 1 DUNE PALMS ROAD : PROPOSED SIGN ONE POST WESTWARD HO DRIVE o ANGLE POINT (AP) 100' SIGN LEGEND SCHOOL N 4" WHITE SPEED 37' f 25' SPEED LIMIT END ( TYP ) LIMIT RIGHT LANE . � NOT N� NO SCHOOL � DETAIL „A„ ® 25 STOP MUST STOPPING O�� WHEN SPEED ® ■T7 �� 45 TURN RIGHT RJONE)qAY BIKE ANY CHILDREN LIMIT LANE TIME ARE PRESENT 40 20 0 40 80 120 R1-1 R2-1 R3-2 R3-7 R4-7 R5-1 R6-1 R7-9A R26(CA) W1-7 W14-2 SR4-1(CA) S5-3 OM1-3 BIKE LANE DETAIL GREEN PAINT 30"x3O" 30"x36" 24%24" 36"x36" 24%30" 30%30" 36%18" 12%18" 12%18" 48%24" 30%30" 24%48" 24%30" 18%18" SCALE: 1"-40' BENCHMARK- BASIS OF BEARINGS: QUALITY, DEDICATION&EXPERIENCE 17797 N. PERIMETER DR APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T F61� n DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON Q N SUITE D -101 DH�I o o �pFE�SS/p'l SCOTTSDALE, AZ 85255 DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN M = NG 136 THE LINE BETWEEN STATIONS TMAP AND �`� �� oo f PHONE: 760.895.0044 13 HT c= B S AH9 DATUM: NAVD88„ o y HEPTAGO N SURVEY DISK STAMPED 931+48.33 SET IN PSAP (POSITIONS PER NATIONAL h �E V E N DIAL TWO WORKING m cn OF 24 SHEETS TOP OF CONCRETE MONUMENT IN THE MEDIAN GEODETIC SURVEY, NAD83, EPOCH 2O09.00) No. 68828 f111111111zo/BRYAN McKINNEY, PE DATE BEFORE DAYS BEFORE AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC CITY ENGINEER SIGNING & STRIPING PLAN DWG. NAME YOU DIG y YOU DIG * * PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. NO. 49418 EXP. 9/30/2020 AND HIGHWAY 111. SURVEY PUBL I SHED DATA SHEETS, BEING F I VIV F TOLL FREERPUBLIC SERVICE BY OF NORTH 57°23'28.38"WEST. DATE BY DESCRIPTION APP'D DATE sf9j F� �l NOT FOR CONSTRUCTION DRAWN BID BID DESIGNED JOB NUMBER 77100021 FILE NO. UNDERGROUND SERVICE ALERT Q DATE: SCALE CHECKED DATE FOR: ELEV. = V 1.62O R E V I S 1 0 N S BRADLEY J. DONAIS, PE R.C.E. 68828 EXP. 09/30/2019 PER PLAN 12/2018 CITY PROJECT #2011-05 PROFILE SCALE: HORIZ: 1" = 40' VERT: 1" = 4' COIF N 0 +o OA + rn rn N o U E II0 II _ II c0 + ALIAS luu + Lo n _ + + Ln ~ 1 LC" N (7) N 0)N�II k c0" V) (n m Q UII 1 � Q" Q r7 U m Q U 11 I z E " AS co 0 1 1 +4 .0 IN + 00 0+ 20 32.2 X NG ( X• 8" W ) r) (E 1 WM + Lo I 10 5 .1 X NG I PR T CT IN PLC B 2 0+ 5.67 X.12' S R I 6 I POEC I PAE > ', (EX. 2" SW N PROTECT IN PLACE: c 3 r) co , 1IRCq I I - I IIF -/- " CB #21 1 +7 .6 S= 0. 0051 1 + 11 AP 4" OU L T STRWCT. 0 99.96 XI G VS S A. 1 77 94.40 H 1 24" R P DR. 18' W D 20 0 .. L NS FOR DETAILE A I.. o — — — R/W 34...= AcLCE_ rn DWCC1, LLC APN 600-030-018 N� cn mN D DH �I DIAL o TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DUNE PALMS ROAD LATERAL A & B BENCHMARK: I BASIS OF BEARINGS i cCAi E: � "=40' ' JVIILL. I -TV APN 600-010-004 C-) C� DESCRIPTION: THE BEARINGS SHOWN HEREON ARE BASED ON BM = NGS AH9136; DATUM: NAVD88THE LINE BETWEEN STATIONS "TMAP" AND SURVEY DISK STAMPED 931+48.33�� , SET IN PSAP (POSITIONS PER NATIONAL TOP OF CONCRETE MONUMENT IN THE MEDIAN GEODETIC SURVEY, NAD83, EPOCH 2O09.00) AT THE INTERSECTION OF LA QUINTA CENTER AS SHOWN ON THE NATIONAL GEODETIC AND HIGHWAY 111. SURVEY PUBLISHED DATA SHEETS, BEING NORTH 57023'28.38"WEST. ELEV. = 81.620' CONSTRUCTION NOTES O PROTECT IN PLACE 30 CONSTRUCT LOCAL DEPRESSION PER COLA STD. 200 & 330, CASE C (SAG) 31 CONSTRUCT CATCH BASIN PER COLA STD. 200 & 300 33 CONSTRUCT MH NO. 2 PER RCFC&WCD STD MH252 34 CONSTRUCT DRYWELL PER DETAIL ON SHEET XX 35 CONSTRUCT 18" SD OUTLET 36 CONSTRUCT 24" SD OUTLET 37 CONSTRUCT 42" SD OUTLET 40 18" RCP SD PIPE (SEE PROFILE FOR D-LOAD INFO) 41 24" RCP SD PIPE (SEE PROFILE FOR D-LOAD INFO) SD LINE DATA TABLE DELTA BRG RADIUS LENGTH TANGENT REMARK 1 N89°50'08"E -- 67.67' -- 18" RCP SD 2 N15`55'55"E -- 86.50' -- 24" RCP SD 3 N70'55'57"W -- 6.35 -- 24 RCP SD 4 N84°10'59"E -- 66.32 -- 24 RCP SD DATE I BY DESCRIPTION R E V I S 1 0 N S 40 20 0 40 80 120 SCALE: 1"=40' QUALITY, DEDICATION & EXPERIENCE oQ�IFEssig�, J. l �y HEPTAGON cra Q� � i IjOjIjIIO%I pIQI/lIl W Q] N 2 �A�l/,II�AiI.A.AIAIeII III�i �I�l1II No. 68828 II l/l' I PREPARED UNDER THE DIRECT SUPERVISION OF: ������ APP'D DATE OF Cp�l NOT FOR CONST BRADLEY J. DONAIS, PE m DUNE PALMS ROAD LATERAL C & D 17797 N. PERIMETER DR APPROVAL BY: SUITE D-101 SCOTTSDALE, AZ 85255 PHONE: 760.895.0044 BRYAN McKINNEY, PE CITY ENGINEER R.C.E. NO. 49418 EXP. 9/30/2020 RUCTI O N DRAWN BD DESIGNED DATE: R.C.E. 68828 EXP. 09/30/2019 SCALE PER PLAN CHECKED LA QUINTA HIGH SCHOOL APN 600-010-004 RET.WALL SEE SHEET 14 CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA DUNE PALMS ROAD BRIDGE IMPROVEMENT PLAN DATE BD JOB NUMBER DATE STORM DRAIN PLAN 77100021 FOR: CITY PROJECT #2011-05 SHEET 14 OF 25 SHEETS DWG. NAME FILE NO.