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SS2015-0003IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA FRED WARNG DR. COACHELLA AVE. 58 PROJECT_ ft SITE 9)f_ VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNER/DEVELOPER: SUNRISE LQ, LLC 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 APPLICANT: T.D. DESERT DEVELOPMENT 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760),777-1776 ENGINEER: WATSON ENGINEERING 50-200 MONROE STREET INDIO, CA 92201 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SW 1/4 OF SECTION 27. BEING N 89°47'47"E. BENCHMARK: BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES WEST ALONG AVENUE 50,45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. NOTE: ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A SEPERATE ENCROACHMENT PERMIT ESTIMATE OF QUANTITIES: THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS IS FOR OBTAINING A PERMIT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES. UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 SEWER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 ELECTRIC: IMPERIAL IRRIGATION DISTRICT - 800-303-7756 TELEPHONE: FRONTIER - 855-284-2105 GAS: THE GAS COMPANY - 800-427-2200 CABLE: SPECTRUM - 855-243-8892 UNDERGROUND SERVICE ALERT CALL TOLL FREE 0�E ORE Y, G U 811 1 2 WORKING DAYS BEFORE YOU DIG SIGNING AND STRIPING PLAN FOR AVENUE 60 PHASE 2 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. D o _ . MON ROE STREET I i ............ LL= ...... ........ - 01110 AVENUE 60 YR 30023 CONSTRUCTION NOTES: TRILOGY PARKWAY SHEET 2 AVENUE 60 INDEX MAP GRAPHIC SCALE 200 0 100 200 400 QUANTITIES 1O INSTALL TRAFFIC SIGN TYPE R7-9A (12"X 18"), PER CAL TRANS STD. 6 EA. O2 PAINT 4" DASHED WHITE STRIPE LANELINE W/ MARKERS PER CAL TRANS STD. DETAIL 12 3,490 L.F. 03 PAINT 8" SOLID WHITE CHANNELIZING LINE STRIP PER CAL TRANS STD. DETAIL 38 252 L.F. ® PAINT 6" SOLID WHITE BIKE STRIPE LANELINE PER CAL TRANS STD. DETAIL 39 3,542 L.F. O5 PAINT PAVEMENT MARKINGS "BIKE", "LANE", AND BIKE LANE ARROW PER CAL TRANS STD. A24E AND A24A 44 S.F. © REMOVE EXISTING PAVEMENT MARKINGS - O7 REFRESH EXISTING 4" YELLOW LEFT EDGE LINE, ADD RPM'S PER CAL TRANS STD DETAIL 25 2,025 L.F. ® REFRESH EXISTING 4" DOUBLE YELLOW MEDIAN ISLAND, ADD RPM'S PER CAL TRANS STD DETAIL 29 11334 L.F. O REFRESH EXISTING 4" DOUBLE YELLOW LEFT EDGE LINE, ADD RPM'S PER CAL TRANS STD DETAIL 25A 426 L.F. LEGEND: 1O 100' INDICATES CONSTRUCTION NOTE & LENGTH T INDICATES SIGN INDICATES STRIPING (SEE PLAN FOR SIZE AND TYPE) ® INDICATES TYPE H ONE-WAY YELLOW RETROREFLECTIVE 0111 INDICATES TYPE G ONE-WAY CLEAR RETROREFLECTIVE DETAIL 12 48' TYPE G 0 18' 12' 18' DETAIL 38 r8" WHITE LINE I I a 24' i 24' `TYPE G THROUGH TRAFFIC -- DETAIL 39 6" WHITE LINE DETAIL 39A 200' INTERSECTION -� F- 8 --i I- 4 `6" WHITE LINE DETAIL 29 :❖:❖:❖:❖:❖:❖:•: �:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:TI .•iiiiiiiiiiiiii❖iiiiiiiii❖ii❖iiiiii•�•iiiiiii 9 0:•: 1 - 24' _I 24' --ITYPE] 1 INCH = 200 FT. YR 30020 C/L NORTH R/W 100' 12' 38' 32' 1: 800 SOUTH R/W 1 A no 6' 14' 12' 1 12' 14' 6' AVENUE 60 TYPICAL STRIPING SECTION NOT TO SCALE R.C.T.D. STD. NO. 101 T.I. = 8.0 "R" VALUE = 60 YELLOW ........................................... T DETAIL 25 [EX 4" YELLOW LINE (REFRESH AND PLACE RPM'S) I- 48 T 48 I TYPE H 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 PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE 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 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 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. 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 REQUIRED 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. GENERAL SIGNING AND STRIPING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY CA MUTCO. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPOVED BY CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS - I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE ELEV. 27.941 (NAVD 29) SIGNING AND STRIPING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED �kOFESS / D 109-70 CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q OO ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR 1 WING WALL. 2.0 MILES S. PROCEEDING WITH IMPROVEMENTS PURSUANT � O -�� qT � CIVIL ENGINEERING • LAND PLANNING ALONG JACKSON ST. FROM AVENUE60 <U tSO THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �. v 48-725 VERBENA ROAD HWY. 111. THEN 2.0 MILES IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES �r Z Z PALM DESERT, CA 92260 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND O m PH: (760) 275-1553 W. ALONG AVE. 50, 45 FT. P H A THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE W rn WEST OF MADISON ST. HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE p� No. 26662 AND 18' S. OF AVE. 50. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE BRYAN KINNEY, P.E. RCE NO. 18 * EXP. 3-31-20 TITLE SHEET ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO CONSTRUCTION THE PRIVATE ENGINEER SHALL CIVIL PREPARED BY: LLOYD W. WATSO R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER J Q SHTS. FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE / 'f "9 ACCEPTABLE SOLUTION AND REVISING THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE DATE: �` `� ! SCALE: RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 �`LI / 20 SCALE AS SHOWN FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: S9 20l \\�EX 24' STORM DRAIN I 3j Jc� 1 noel l YIN �U) -- - - 1 PROP R/W ROP C&G �---� I� I 1 t <O 0 0> W ¢z - EX WTR VAULT � W FUTURE SIDEWALK ° Q w -- Q - PROP R/W __ --- _ _ -- cn -- 4 3,542' -\3,489' o M ;* 5 4 3,542' 3,489' - -- Ln 8 678' EX CHANNELIZING LINE (DETAIL 38A) 3 202' —09 426' 7 400' N �i -- -- __ ____ _ 9 426' - - - - - - _..- _...__....._............. _. --==-27-------—=-------=--="--=�y—-----------3�— 3 3 34 35 — _ 36 — 38�� - — ------ ---------------------------------—�--------._—...—.._ -- _-- - -=- _ — - �j C/L EX MEDIAN STRIPING DETAIL 28 STA 35+02.41 AVENUE 60 C/L 426' 9 �o EX TYPE IV ARROW (DETAIL A24A) EX 6" BARRIER TYPE "D" CURB EX EDGELINE (DETAIL 24) I ( ) STA 10+00.00 TRILOGY PARKWAY _ ___.___._ _._ _.._... __... __.__._ _._._ o EX BIKE LANE LINE (DETAIL 39A) EX LANE LINE (DETAIL 11) EX BIKE LANE LINE (DETAIL 39) r EX BIKE LANE LINE (DETAIL 39) LO EX C&G EX SIDEWALK r I --- m YmP �- — — i EX LANE LINE (DETAIL 11) __! ------------_—_ ____—___ _______�--_ -- — —------------------------- - — — — — — — — — — — -- — — -------------- —----------------------------- —---------------- ------ `----- _ ------------------------ r ------------------------__-------------_ `--""---- _-� -- -- -----_ -----__-----_- ----=- ______=-_________________________________ __--�----- __ - - -- _ - -- -- - -- - - -_=_- - - - - - - - - - - - — — — — T — -- z rp P1 EX SIGN (R7-9) EX R/W EX 10' TRAIL EASEMENT I /.� rN0 Puls1 EX SIGN (R7-9) IKE1 (J -D �00LS� 'BANE' LBANEJ rll?: +Z§---JAVENUE 60 I 1 0 SUA <wx II cowl_ SEE BELOW LEFU 0000 `. <o > TRILOGY PARKWAY BIKE � �`�p�/ - LANE 1 BIKE �-.._._.__-.___.......___-__......_......_.._....__._.._ ----- 7R 31 Sal l w Y ---- O (n - .. WSW - - — ^ -.". o Z ------ — _. J LO M z---- -- < z `-- _� FUTURE SIDEWALK w QY t -- - Q~ n o r%o o A A _ -- - SEE Ao u0 �� �oaSEE o ELOV LOV 1 MONROE BIKE �0 o, LANE T I t STREET L_A_ J BIKE W j� Z LANE � lJ n al S0l �yp�` lJ ��00� oz _", - * , w i \25 1-. CD z oz III 0 r IIII I i O _. _ _. _ rim--� J - �' (/) Q `� O O j J O W Q + LO Q -- - "."_--- Jr w _ + Z �� p f 4 o Z> I 9 Q — _ � LO— <Z � NQ2 <Z lU� I- co r. ¢O _ ¢ w EX SIDEWALK (n - + N =w cn \ �- _ --- --_ 1 1 - - FUTURE SIDEWALK °+° c� w - - - _ - - �zo- _------- - - _ -___ (�wl}- ow _.,__.._ _._......_.. PROP R/W - \ (~n w Z J_ , \ N ROPC&G �-- ------ __�/ �/-EXC&G— _ 1� I - Z. T TIzz 0 EX BIKE LANE LINE (DETAIL 39) EX C&G EX SIDEWALK Z LEX LANE LINE (DETAIL 11) f_ .__w __ __,_ _.._.. .-_ __ - __ _.° - -- — - - =- - - _- -R - - --- --- ---- ------------------------__---__--- - ---------------------- - -ff — EX RP EX 10' TRAIL EASEMENT � r , � � \ EX SIGN I RIGHT LANE EX SIGN j 1 EX SIGN i EX SIGN L EX SIGN � TOP T 74 /4`� W17 I MUST I R3-7 i R81 1 O D I R1 ST OP nn �j M n M i THRL � I I BIKE LANE I SUW 51 + 00.00 t1Vl1 UC H H E ; TRAFFIC T> �``\0 "ENUE 60 BURN RIGH J �`-� II I SEE Q o OWE ��G \�"� �" CONSTRUCTION NOTES: CONSTRUCTION NOTES CONT.: II °� � II O INSTALL TRAFFIC SIGN TYPE R7-9A (12"X 18"), PER CAL TRANS STD. O REFRESH EXISTING 4" YELLOW LEFT EDGE LINE, ADD RPM'S PER CAL TRANS STD DETAIL 25 UNDERGROUND SERVICE ALERT CALL TOLL FREE O PAINT 4" DASHED WHITE STRIPE LANELINE W/ MARKERS PER CAL TRANS STD. DETAIL 12 ® REFRESH EXISTING 4" DOUBLE YELLOW MEDIAN ISLAND, ADD RPM'S PER CAL TRANS STD DETAIL 29 ORE yo Lo Q3 PAINT 8" SOLID WHITE CHANNELIZING LINE STRIP PER CAL TRANS STD. DETAIL 38 09 REFRESH EXISTING 4" DOUBLE YELLOW LEFT EDGE LINE, ADD RPM'S PER CAL TRANS STD DETAIL 25A U 811 40 6o so 120 200 NOTE: ALL OF THE EXISTING STRIPING AND MARKING WHICH ARE IN CONFLICT WITH THIS ® PAINT 6" SOLID WHITE BIKE STRIPE LANELINE PER CAL TRANS STD. DETAIL 39 STRIPING PLAN SHALL BE REMOVED BY SANDBLASTING AND ASPHALTIC EMULSION 05 PAINT PAVEMENT MARKINGS "BIKE", "LANE", AND BIKE LANE ARROW PER CAL TRANS STD. A24E AND A24A SCALE: 1" = 40' SHALL BE APPLIED PRIOR TO RESTRIPING. 2 WORKING DAYS BEFORE YOU DIG (IN FEET) © REMOVE EXISTING PAVEMENT MARKINGS NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM # P.D. 109-70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE SIGNING AND STRIPING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED Q� �� 109-7 CHISELED (NAND U WITH THEIR APPROXIMATE LOCATION AND EXTENT. OFES$ / `N\J IVUI ,NVI IUU1 u�V` ON C CHISELED SQUARE ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR 9 ON CANAL BRIDGE S.E. FOR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR O yU . l-y PROCEEDING WITH IMPROVEMENTS PURSUANT � '9 WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �lV� 0�� �S CIVIL ENGINEERING 0 LAND PLANNING ALONG JACKSON ST. FROM AVENUE 60 IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES v G 48-725 VERBENA ROAD HWY. 111. THEN 2.0 MILES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND PALM DESERT, CA 92260 UTILITIES OR STRUCTURES NOT REPORTED TO THE (? m PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. PHASE HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE No. 26662 WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE AND 18' S. OF AVE. 50. ARISING AFTER COUNTY APPROVAL OR DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED BRYA CKINNEY, P.E. RCE NO.49418 }� EXP. 3 31-20 STA 27+00.00 -STA 62+44.00 CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER S BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE �y CIV1� PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. F SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE Q SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: 1 �� 16 CALF SCALE AS SHOWN FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: