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05107GENERAL NOTES IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS STRIPING AND SIGNING NOTES FOR EDfIION.BLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST ON-SITE STREET IMPROVEMENT PLANS PRIOR TOI CORETAJNS THEMPLETION OF THEETIMTO REQUIRE PLANPROVEM NTS SHOWN ON THSESESPLANS, IFRAN NEWS1TREETT MPPLANROVEMENTSVHAVE BUT 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL BY THESE PLANS, IF CITY STAFF DETERMINES THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE DESIGN INTEGRITY OF REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (PHASE - COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. Cj A R M E LA TRACT M A P 31874 2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS DOR PUBLIC WORKS _ CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. c ry c D AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND LOCATED IN A PORTION 0 F THE SE 1/4 0 F THE NE 1/4 0 F SECTION 10, T . 6 S . , R. / E. , �..7 . B . M. 3• TRAFFIC STRIPES, RAISED PANS ST MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY TO THE EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS LEGEND & ABBREVIATIONS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMENCING WORK. HE AGREES TO BE FULLY RESPONSBILE FOR ANY AND ALL CITY OF U QUINTA COUNTY OF RIVERSIDE DESCRIPTION PROPOSED EXISTING FUTURE 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY INSPECTOR AT (760) 777- 7075 TO MAKE DAMAGES S7. IGNSE CONTRACTOR SHALL BE RESPONBISBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE ` MAP NO. 312021 -r ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. --- ---- --- z TOP OF CURB .......... TC (TC ILEV) [TC ELEV] 5. RAISED PAVEMENT MARKERS SHALL CONFORM D THE PROVISIONS IN SECTION 85 OF THE STATE STANDARD WHICH MIGHT OCCASIONED HIS FAILURE EXACTLY L AN ANY AND ALL U LTHES. -_-- j�� � �, FLpWUNE FL (FL ElEV) [FL ELEV] SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE ' FINISHED SURFACE ........ FS (FS ELEV) [FS ELF/] PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, '2 FINISHED GRADE ........ FG (FG ELEV) [FG ED] PAVEMENT MARKERS. LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. ' 7 y / 5 3 CB -13 1 T7 16 15 13 14 HIGH PONE ' ' ' ' ' ' ' ' ' ' ' ' HP 6 TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, 010=5.47 CFS S E 2 LOW PONT ...... ...... LP AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS IS BENCH MARKS NOTED IT THE PLANS, M FOUND DURING 0100=9.48 CFS GRADE BREAK .......... GB IN THE STATE STANDARD SPECIFICATIONS. CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR , A LICENSED LAND SURVEYOR, ONLY.- - O ......... RIGHT OF WAY R/W �- 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED CON NTO S REE T (G PROPERTY LINE .. • • • • • • • PL TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET ONLY DURING THE TIME PERIODS AS FOLLOWS: 8 10 11 12 13 51 CB -1 1D 20 IWPK,AL ............. TYP SANDBLASTING OR GRINDING. 4 010=4.91 CFS 21 (�'� I - EXISTING CONTOURS ....... ;c OCTOBER IST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM 4 8 QI00=8.52 CFS E_ tf PROPOSED CONTOURS ...... -50- & DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL SATURDAY 8:00 AM TO 5:00 PM wT� DAYLIGHT UNE .......... TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM a OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY E I CUT/FILL LINE ..... �, THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWER SATURDAY 8:00 AM TO 5:00 PM 1529 F WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOUDAYS. i \ *1S 14 �� O 10 PROPERTY LINE .......... VACUUM. " (010=3.02 CFS 49 CQ E^ FLOW GRADE ............ �% 11. ALL TRAVELED WAYS MUST BE CLEAND DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING z 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT " QIOD=5.17 CFS \ TOP OF SLOPE ......... . OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION Of THE CITY ENGINEER. _ CB -16 � CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR 010=2.29 CFS 31 v 28 CB -6 23 TOE OF SLOPE ........... GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, 14 QI00=3.87 CFS 2 010=3.21 CFS V EXISTING IRRIGATION UNE ..... THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. - WWW F' Q100=5.51 CFS LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. r , , N9 CB -4 PAD ELEVATION .......... PE Z11 , , S 32 O 25 010=2.44 CFS TOP OF WALL TW 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED 'ROADSIDE SIGNS," AS SPECIFIED IN THE STATE 13. CONTSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ¢ , 19 40 21 ERS+ /� �27 28 24 CB -5 8 Q100=4.23 CFS STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD Q i hA �+/ V CB -7 010=5.98 CFS TOP OF FOOTING ... • • • • • • • TF NTH 3M 11160 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL ALL SIGNS SHALL BE MOUNTED WITH (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT >, S E7 Q10=5.94 CES 0100=10.29 CFS PROPOSED STREET PUBLIC UTILITY EASEMENT ........ PUE THEFT/VANDAL-PROOF FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND a, DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE O I z �(� 0100=10.22 CFS v LIGHT INSTALL 120 VOLT, 100 WATT H.P.S., POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE NOTED. PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 0 a ', CB -17 El13FFNN #2 - r 1 0 9500 LUMEN STREET LIGHT PER p� I!� 24 010=1.9 CFS 0-OIT'a') CB -8 e N RIVERSIDE COUNTY SID. 1000 11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA MICH IS KNOWN, OR REASONABLY SHOULD 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO o V) 0100=13.CFS vs=477.47 33 I.- 2 BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT COMPLETION Of THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY ORA N w ,, BOT -472.6 010=3.19 CFS N z EXISTING STREET LIGHT 23 22 CB -18 0100=5.44 CFS 36 37 38 7 I a (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF r- CY NO S REET v6 Q10=1.43 CFS 34 Q FEMA DESIGNATION HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND �i 0100=2.44 CFS O > IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. z 41 `S' ^ 12 STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT z D „ 20 6 z PER COMMUNITY PANEL NUMBER 060245-23008, REVISION DATE MARCH 22,1983, PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR ¢� 28 47 47 40 `� 1 Q THIS SITE IS DESIGNATED ZONE C, AREA OF MINIMAL FLOODING SHAM BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO j ' 26 27 13 STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR U ' Cs5 46 w W S LEGAL DESCRIPTION REPLACEMENT; WOOD POSTS SHALL HAVE 12' X 12" CONCRETE FILLED BLOCKOUTS AROUND THE POST. OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. Ell 48 45 40 Q" 30 a1o�i.+6 CFS �O a 2 I THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP X01011.38 CFS Q100=4.19 CFS 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. SOILS ENGINEER 45 PAVING NOTES E- 0100=2.32 CFS �+ 4Y 44 41 4 SLADDEN ENGINEERING w + o W OWNER/DEVELOPER A.P.N. 39-275 GARAND LANE, SUITE "G" 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO 1 37 15V PALM DESERT, CA 92211 BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY 34 33 CB -9 44 15 CULOR WOODROW HOMES, INC. 767-200-011 (760) 772-3893 PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. Q10--4.06 CFS 010 IR CUSHING .•, � Q10=6.74 CFS IRVINE, CA 92618 43 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS 0100 6.95 ALEGRE STREET 0100=11.67 CFS (760) 275-0598 THIS PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND IS IN GENERAL 38 CONTACT: TIM DAY CONFORMANCE WITH THE RECOMMENDATIONS CONTAINED IN OUR GEOTECHNICAL SHALL BE POSTED, DELINEATED AND UGHTED IN CONFORMANCE WITH THE CALTRANS' "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND - - I INVESTIGATION REPORT, DATED 10/27/03, AND OUR UPDATED LEITER, DATED MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. Q� C9-19 12/14/04. WE MAKE NO REPRESENTATION AS TO THE ACCURACY OR DIMENSIONS, CB -10 �1L�I1= f 010=1.14 CFS PROJECT NOTES. MEASUREMENTS, CALCULATIONS OR ANY PORTION OF THE DESIGN. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO 2 OR MORE COURSES WITH MIX DESIGNS THAT " Q10=5.76 CFS OAT14h 0100=1'92 CFS () 30 42 43 1 2 9 CB -2 •1 1.) PAD NOS. 26-27 AND 33-36 ARE 1.2' TO 1.4' ABOVE THE EMERGENCY OVERFLOW CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: 0100=9.91 CFS W TT 010=6.70 CF5 "� II FLOWLINE IN THE ADJACENT STREET. 5� bQl(�NA�L A'PWbN/A�L.. �T�IOt'f'Fni c� o� WEARING COURSE (UPPER COURSE): IIIA -C2 -AR -4000 # i 0 Q100=11.55 CFS BOT 44�18� l SLADDEN ENGINEERING BASE COURSE (LOWER COURSES): IIIB-83-AR-4000 I \ � ► 2.) SEE SEPARATE STORM DRAIN PLAN FOR STORM DRAIN IMPROVEMENTS. DATE: 3.) DECORATIVE PAVEMENT COLOR, FINISH AND JOINTING PER LS. ARCHITECTS PLANS. THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT` CONCRETE THICKNESS. - 6 SHEET INDEX UTILITY COMPANIES % --- 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY _ � 8' MEANDERING - - PROPOSED STREET SIDEWALK PER CB -3 DESCRIPTION WATER COACHELLA VALLEY WATER DISTRICT 760 398-2651 APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS: AGGREGATE GRADATIONS, VOIDS IN MINERAL APN 767-210-013 LIGHT OFF-SITE PLANS 010=1.88 CFS 1 TITLE SHEET SEWER COACHED VILIFY WATER DISTRICT 760 398-2651 AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE AGRICULTURE -EQUESTRIAN -VACANT 0100=3.19 CFS 2 CONTENTO STREET - PLAN & PROFILE, DETAIL IRRIGATION COACHELLA VALLEY WATER DISTRICT 760 398-2651 CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED ELECTRIC IMPERIAL IRRIGATION DISTRICT 800 303-7756 INDEX MAP 3 VIA LA SERENA STREET - PLAN & PROFILE, DETAIL CJS THE GAS COMPANY 800 427-2200 LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 12" WIDE CONCRETE BAND (4000 PSI) TELEPHONE VERIZON 800 483-5000 AT ALL PERIMETERS AND CONCRETE PAVERS SCALE: 10=150' 4 ALEGRE STREET - PLAN & PROFILE, DETAIL T.V. TIME -WARNER CABLE 760 340-1312 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. UTILITY MANHOLES. 3.125" MIN. HEIGHT R/yW R/Wy 5 PALAZO STREET &VINO STREET - PLAN & PROFILE, DETAIL USA UNDERGROUND SERVICE ALERT 800 227-2600 THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1H' CONFORMING TO SECTION 203-3 OF THE STANDARD 10 P.U.E. 40' 10 P.U.E. GRADING CITY OF LA QUINTA-PUBLIC WORKS 760 777-7000 SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD.REBAR 1' TO 1.2" OF CLEAN SAND. 6 CABO SAN LUCAS STREET & MAJORCA STREET - PLAN & PROFILE #3 CONTINUOUS PLATE COMPACTED ONLY CONTINUOUS 7 ALEGRE STREET & CONTENTO STREET -PLAN &PROFILE 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER.CL CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING 2.0 18.0' 18.0' 2.0' IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. Q` NOTE: ALL CONCRETE INSTALLED AFTER 4/21/09 SHALL MEET THE 8' CLASS II 1 l REQUIREMENTS SPECIFIED IN CITY OF LA QUINTA STANDARD NO. 200. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. PROP. PROP. J COMPACTED AGGREGATE BASE J ✓ J J J a 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: 'S" FOR SEWER, "G" FOR GAS, ��}°y°��p O WEDGE 2% 2% PROP. A.C. WEDGE c0&s �U�OiVJNOTES QUANTITIES 2:1 0%•0 OJ CURB 2.0% 2:1 AND "E" FOR ELECTRICAL POWER. - -I - O1 CONSTRUCT 3' A.C. PAVEMENT OVER 4.5" CRUSHED AGGREGATE Q y - - - - - MAX - III MAX BASE ASSUMED R -VALUE = 50 `NOTE: 12' SUBGRADE COMPACTED - 129,875 S.F. - REFER TO ICPI 1- I I- i l- i l- I I- CONSTRUCT 6' WEDGE CURB P DETAIL ON SHEET 4. HIGHWAY 111 �� " �I n II-III�iI-il I1= - 6,758 L.F. � ENGINEER'S NOTE TECH SPECS TO 95% RELATIVE DENSITY *NOTE: DIMENSION REPRESENTS PROP. BASE O3 CONSTRUCT MODIFIED CURB TRANSITION PER DETAIL ON SHEET 3. THE DIFFERENCE BETWEEN COMPACTED SUBGRADE ® CONSTRUCT STANDARD CROSS -GUTTER PER CITY OF LA QUINTA STD. NO. 230. 20 L.F. w THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A O CONCRETE PAVERS DETAIL FS AT CENTERLINE 6,898 S.F.LLI SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE NOT TO SCALE EN�AOOPNOF CURB PER PLAN, TYPICAL ON-SITE STREET X -SECTION (PRIVATE) O PER DETAIL ONINSTALL 30- X 3SH. 5OANDIPERGN �CITY OF LANQUNGA SDTANDARDS 14 N G LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THE ENGINEER IS TO BE a NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE p� NOT TO SCALE © CONSTRUCT 6' MEDIAN CURB PER CITY OF LA QUINTA STD. NO. 210. AVENUE 52 PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN, AND THIRD SUBSTITUTE MYLAR T.I.= 6 ; R -VALUE= 50 6 FROM CENTERLINE 412 L.F. w ANY HTO LINES ANY UTILITIESFOR STRUCTURES ORNOT CAUSED BBYNHIISSNTHESE OPERATION. LANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY CONTENTO STREET - STA. 15+20.41 TO STA 19+74.22 O CONSTRUCT 4' WIDE MEANDERING SIDEWALK PER PLAN AND PER CITY . O DAMAGE 2,357 S.F. aLA QUINTA STD. N0. 240 & 245 (NOT REQUIRED BY CITY PER C.O.A.)o z ENGINEER ON 10/25/2007. EXCEPT FOR THE REVISIONS NOTED HEREON. VIA LA SERENA STREET - STA 13+50.00 TO STA 20+00.69 N p N ® 10/03/05 CATCH BASIN LOCATIONIS REVISED. AVE 53 ENTRY REVISED (1ST SUBSTTNE INSTALL STREET SIGN PER PLAN AND PER CITY OF LA QUINTA STD. NO. 500. MYLAR) ALEGRE STREET - STA 14+68.68 TO STA. 21+50.92 CI aY of LA QUINTA V ESS/ 9 INSTALL 68A8 TWO-WAY LIFE -LITE REFLECTIVE ROAD MARKER 6' FROM 7 EA 10/25/07 REVISE CONSTRUCTION NOTE 10, ADD ENTRY PAVERS AND PAVERS DETAIL (2ND SUBSTITUTE MYLAR) 1 App NATE REGARDING CONCRETE SPECIFICATIONS Q ��yy��� PALAZO STREET - STA 10+00.00 TO STA. 12+14.50 Plan Set No. "q OR EQUIVALENT AT F.H. LOCATION. S 1 06/25/09 ADD NOTE REGARDING CONCRETE SPECIFICATIONS (3RD SUBSTITUTE MYIAR) O' FRiy� 0 10 CONSTRUCT 4"x8" ORCO INTERLOCKING CONCRETE PAVERS PLACED ON 8" CLASS II BASE 11 EA AVENUE 53 VINO STREET - STA. 10+00.00 TO STA 10+85.22 7 O i CABO SAN LUCAS STREET - STA 10+00.00 TO STA. 12+88.47 ----- r COMPACTED TO 95% RELATIVE DENSITY OVER 12' SUBGRADE COMPACTED TO 95% RELATIVE DENSITY. 7,364 S.F. PROJECT Na 61887 �^ (PER ICPI GUIDELINES). SITE TRACT No. 31874- PHASE 1 MAJORCA STREET - STA 10+00.00 TO STA. 13+04.16 11 CONSTRUCT LOCAL DEPRESSION PER CITY OF LA QUINTA STD. N0. 330, WIDTH PER 10 Ek 9/I ALEGRE STREET - STA. 21+50.92 TO STA. 25+47.20 PLAN (W=). SEE ON-SITE STORM DRAINAGE PALNS (PHASE 1) FOR PIPING & DETAILS. $ BROOKS D. N �1�610q J'/4 CNII �� CONTENTO STREET - STA 19+74.22 TO STA. 23+97.55 12 INSTALL BARRICADE PER CITY OF LA QUINTA STD. NO. 620 160 L.F. VICINITY MAP BROOKS D. FRANKLIN DATE: f OF- CA0 O RCE No. C61887 EXP. DATE: 9/30/09 13 INSTALL R3-5 -RIGHT TURN ONLY" SIGN PER MUTCD (CA) STDS1 EA NOT TO SCALE ° NO. INP#. APM DATE REVISIONS AND CITY OF LA QUINTA STANDARDS BASIS OF BEARINGS: IT'S THE LAWI CALL AT _T TWO APPROVED BY: PREPARED UNDER THE SUPERVISION OF: CITY OF LA QUINTA SHEET NO. THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING 'N64.15'O6'W" DIAL BEFORE o WORKING DAYSPRIOR Q�OFESS/Yy,_ BETWEEN NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATIONS 'TMAP" YOU DIG! TO EXCAVATING D. F AND "COTD" AS PER THE NATIONAL GEODETIC SURVEY DATA SHEETS. R1 En1 16 gineering ct Planning ON-SITE STREET IMPROVEMENT PLANS (PHASE -1) 1 • 1-800-227-2600 `_ � Infrastructure •Environmental OF 7 3 BENCHMARK: � No. 61887 z IJnOIAA�6�oq Management •GIS `i BENCHMARK No. 99 CITY OF INDIO UNDERGROUND SERVICE ALERT BROOKS D. FRANKLIN TE TRACT MAP 31874 OF SOUTHERN CALIFORNIA Ei Exp• 9/30/09 BENCHMARK DESCRIPTION :.r 73-255 EI Paseo Drive, Suite 15, Palm Desert, CA 92260 7j, = TITLE SHEET FILE: ST861101 FD RAILROAD SPIKE IN SE CIVIL \� R.C.E. NO. C61887, EXP. 09/30/09 The Al tum Group T. 760.346.4750 F. 760.340.0089 c SIDE OF PP #9509310 O BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 9rFpF CAI PUB ICY WR. ONDR CTOR E DATE: LOCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10, T6S, R7E, SBM DRAWING NO: u NW COR. OF MONROE & 50TH. LOCATION OF UNDERGROUND UTILITIES BY CONTACTING A DRAWN BY: CHECKED BY: DATE: /CITY ENGINEER FOR: ELEVATION: 499.71 UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 S.A.H. B.D.F. MAR. 2005 RCE NO. 45843 EXP. DATE 12/31/10 CARMELA