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Plans - Bid Set - Project 2023-16GENERAL 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 NOT SHOWN IN AN APPROXIMATELY 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: MONDAY THROUGH FRIDAY 8:OOAM TO 5:30PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. TRAFFIC CONTROL SHALL BE MAINTAINED AS SHOWN IN THE APPROVED TRAFFIC CONTROL PLANS PREPARED BY THE CONTRACTOR, UNLESS OTHERWISE APPROVED BY THE CITY. 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. NOTE TO CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE OR DISTURBED ADJACENT PROPERTY AND HARDSCAPE, AND SHALL REPLACE IN KIND TO MATCH EXISTING. NAI CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS. OTHER THAN THAT ALL SUCH FIGURES ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS/HER OWN QUANTITY ESTIMATE FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITY NOTIFICATIONS 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING SIGN POST INSTALLATION. 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. CONTRACTOR SHALL PROTECT ALL MANHOLES/VALVES/ETC. DURING SLURRY AND CRACK SEAL OPERATIONS PER THE SPECIFICATIONS. CALL UNDERGROUND SERVICE ALERT (USA) 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. 2. THE CONTRACTOR IS REQUIRED TO NOTIFY THE EXISTING UTILITY COMPANIES IN THE AREA BEFORE THE START OF ANY WORK. THE UTILITIES IN THE AREA ARE: WATER/SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRICITY IMPERIAL IRRIGATION DISTRICT (760) 391-5935 GAS SOUTHERN CALIFORNIA GAS COMPANY (213) 244-1200 TELEPHONE FRONTIER COMMUNICATIONS (760) 864-1580 CABLE TELEVISION CHARTER COMMUNICATIONS (SPECTRUM) (760) 904-5448 IN THE CITY OF LA QUINTA FY 23124 PMP SLURRY SEAL IMPROVEMENTS CITY PROJECT NO. 2023-16 SIGNING AND STRIPING NOTES AVE. RAMIREZ+AVE. VALLEJO+AVE. HERRERA+AVE. VELASCO+EISENHOWER DR. PROJECT SITE OWNER: CITY OF LA QUINTA 78-495 CALLE TAMPICO LA QUINTA, CA 92253 CONTACT: BRYAN McKINNEY, P.E. PUBLIC WORKS DIRECTOR/CITY ENGINEER (760) 777-7045 ADDITIVE ALTERNATE ►VENUE 60 PROJECT SITE ABBREVIATIONS BEG=BEGIN DET=DETAIL EA=EACH EB=EAST BOUND EX/EXIST=EXISTING LT= LEFT O.C.=ON CENTER PC=POINT OF CURVATURE PT=POINT OF TANGENCY MH=MANHOLE MOD=MODIFIED NB=NORTH BOUND R=RADIUS RT=RIGHT S=SIGN S+P=SIGN AND POST SB=SOUTH BOUND STA=STATION TBD=TO BE DETERMINED TRANS=TRANSITION TYP=TYPICAL UNO=UNLESS NOTED OTHERWISE VAR=VARIES WB=WEST BOUND X—=CROSS 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 FHWA AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2014 (CAMUTCD). 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 4. 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 SHALL NOT BE UTILIZED. 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE WITHIN THE SLURRY SEAL LIMITS SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE 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. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2014 (CAMUTCD). ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL—PROOF FASTENERS. 11. 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. 12. 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. INDEX OF SHEETS 1 TITLE SHEET 2 CONSTRUCTION NOTES 3 SLURRY SEAL LIMIT — AVENIDA RAMIREZ 4 SLURRY SEAL LIMIT — AVENIDA VALLEJO 5 SLURRY SEAL LIMIT — AVENIDA HERRERA 6 SLURRY SEAL LIMIT — AVENIDA VELASCO 7 SLURRY SEAL LIMIT — EISENHOWER DRIVE 8 SLURRY SEAL LIMIT — EISENHOWER DRIVE 9 SLURRY SEAL LIMIT — AVENUE 60 10 SIGNING AND STRIPING — AVENIDA RAMIREZ 11 SIGNING AND STRIPING — AVENIDA VALLEJO 12 SIGNING AND STRIPING — AVENIDA HERRERA 13 SIGNING AND STRIPING — AVENIDA VELASCO 14 SIGNING AND STRIPING — EISENHOWER DRIVE 15 SIGNING AND STRIPING — EISENHOWER DRIVE 16 SIGNING AND STRIPING — EISENHOWER DRIVE 17 SIGNING AND STRIPING — EISENHOWER DRIVE 18 SIGNING AND STRIPING — EISENHOWER DRIVE 19 SIGNING AND STRIPING — AVENUE 60 20 SIGNING AND STRIPING — AVENUE 60 IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/0 N11 Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: PRIVATE REFERENCE: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR �l Project Management 760 323-5344 �e o�� Fti F� Contract Administration ( ) LG N/A Underground Service Alert Consulting FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS CHECK: °R° r Ca :TOIL FREE BENCH MARK: w R.C.E. 7673O m TITLE SHEET JN SHEETJ&j 1 N A EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF 1-800 / PER PLAN 20 SHEETS �1% P 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE �q1 ° ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cA��F° LORISSA A. GRUEHL, PE DATE FOR: 1W0 WORKING DAYS BEFORE YOU DIG R E V I S I 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA PMP SLURRY SEAL IMPROVEMENTS CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* 1O PROTECT IN PLACE -- -- OZ CRACK FILL AND TYPE II SLURRY SEAL SF 2,168,500 OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE SF 19,960 OVERLAY OPAVEMENT 4 REPAIR TYPE II: EDGE REPAIR AC SHOVING; GRIND SF 70 AC SHOVING 2" BELOW ADJACENT SURFACE AND 2" OVERLAY REPAIR TYPE III: REMOVE AC, COMPACT EXISTING OPAVEMENT 5 BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) SF 370 O6 PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30' O.C.; AND -- -- GAP BETWEEN GUTTER LIP AND PAVEMENT 13 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER EA 1 CVWD STANDARD PLAN S-1B PMP SLURRY SEAL IMPROVEMENTS SIGNING & STRIPING NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION -- -- REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE Q3 BACK -- -- 4 STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE LF 385 3A-112 (CA), DETAIL 38 QSTRIPE 5 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE LF 12,150 3A-112 (CA), DETAIL 39 QSTRIPE 6 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD LF 1,215 FIGURE 3A-112 (CA), DETAIL 39A PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER 7 Q CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS EA 17 POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' gQ STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), LF 2,265 DETAIL 12 12 INCH WHITE DIAGONAL, 50' O.C. QPAINT -- -- QPAINT PAVEMENT MARKING, TYPE PER PLAN EA 22 QPAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA EA 15 QUINTA STANDARD PLAN 502 INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS SHOWN) PER CALTRANS STANDARD RS1 AND RSP RS5 EA 7 LF 3,060 QSTRIPE 6 INCH WIDE WHITE LINE STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE LF 11,965 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN APAVEMENT STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), LF 14,625 DETAIL 9 STRIPE 6 INCH WIDE DOUBLE YELLOW MEDIAN ISLAND AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE LF 250 3A-107 (CA), DETAIL 29 ADDITIVE ALTERNATE PMP SLURRY SEAL IMPROVEMENTS CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* 1O PROTECT IN PLACE -- -- 2O CRACK FILL AND TYPE II SLURRY SEAL SF 345,470 OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE SF 12,990 OVERLAY REPAIR TYPE III: REMOVE AC, COMPACT EXISTING OPAVEMENT 5 BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) SF 140 OSAWCUT, 7 REMOVE, AND DISPOSE OF EXISTING CONCRETE SF 600 SIDEWALK/RAMP TO NEAREST JOINT OSAWCUT, 8 REMOVE, AND DISPOSE OF EXISTING CONCRETE SF 890 CROSS GUTTER TO NEAREST JOINT OCONSTRUCT SIDEWALK PER CITY OF LA QUINTA STD. 240; MAX SF 55 1.5% CROSS -SLOPE AND 4.5% LONGITUDINAL SLOPE CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STD. 250; 10 CASE A (INCLUDING CURB AND GUTTER ALONG RAMP AS EA 1 SHOWN) OCONSTRUCT 11 5%6" ASPHALT CONCRETE OVER RECOMPACTED SF 780 EXISTING BASE 12 GRADE PARKWAY MAX 1:3 SLOPE TO JOIN CURB RAMP, MODIFY/ADJUST IRRIGATION AND REPLACE LANDSCAPE TO -- -- SATISFACTION OF CITY ADDITIVE ALTERNATE PMP SLURRY SEAL IMPROVEMENTS SIGNING & STRIPING NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION -- -- QRESET 2 EXISTING SIGN WITH NEW POST (REUSE IF POSSIBLE) EA 1 AND FOOTING PER CALTRANS STANDARD RS1 AND RSP RS5 REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE Q3 BACK -- -- QSTRIPE 4 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE LF 600 3A-112 (CA), DETAIL 38 QSTRIPE 5 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE LF 18,760 3A-112 (CA), DETAIL 39 QSTRIPE 6 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD LF 400 FIGURE 3A-112 (CA), DETAIL 39A PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED QBICYCLIST" 7 SYMBOL, AND SMALL BIKE LANE ARROW, PER CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS EA 9 POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' QSTRIPE 8 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), LF 9,560 DETAIL 12 EA 4 QPAINT 9 MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER DETAIL A OR B ON SHEET 2 STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER LF 400 CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B 12 INCH WHITE DIAGONAL, 50' O.C. PAVEMENT MARKING, TYPE PER PLAN STRIPE 6 INCH WIDE YELLOW TWO-WAY LEFT -TURN STRIPING QPAINT -- -- QPAINT EA 15 QAND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD LF 290 FIGURE 3A-108 (CA), DETAIL 32 ASTRIPE 12 INCH WIDE YELLOW DIAGONAL, 10' O.C. -- -- QPAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA EA 9 QUINTA STANDARD PLAN 502 INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS EA 10 SHOWN) PER CALTRANS STANDARD RS1 AND RSP RS5 QSTRIPE 6 INCH WIDE WHITE LINE LF 50 QREMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN EA 1 ON EXISTING POST, TYPE PER PLAN QPAINT 6 INCH WIDE WHITE CHEVRONS, 50' O.C. -- -- RAISED PAVEMENT MARKERS 3 EA MIN. EXISTING MEDIAN NOSE DETAIL A: MEDIAN NOSE NOT TO SCALE EXISTING MEDIAN TAPER —1"Z DETAIL B: MEDIAN TAPER NOT TO SCALE T DETAIL: BIKE LANE PAVEMENT MARKINGS NOT TO SCALE STREET NAME AC PAVEMENT AC OVERLAY AVENIDA RAMIREZ 3 2" 3 2" - 4 2" AVENIDA VALLEJO 3 2" 3 z" - 4 2" AVENIDA HERRERA 3 2" 3 2" - 4 2" AVENIDA VELASCO 3 2" 3 2" - 4 2" AVENUE 60 5" 5" - 6" DETAIL: EXISTING PAVEMENT REPAIR PAINT TOP AND FRONT OF EXISTING MEDIAN CURB NOSE/TAPER WITH REFLECTORIZED YELLOW TRAFFIC PAINT AND ADD TYPE "D" YELLOW REFLECTIVE RASIED PAVEMENT MARKERS, SPACED AT 5 FEET. RAISED PAVEMENT MARKERS 5' O.C. 0 0 I . I A J OWWMI%� ' R E V I S 10 N S DEPARTMENT OF PUBLIC 1NbhIt9 ENGINEERING I NVISION 4 TANDARE) PLAN No. DATE AFPRQI ELF 9V GOLF CART502 PAVEMENT LEGEND STENCIL SHEET 1 �� IMOTHY . J NA P.E. 4ATq R5 PUBLIGWOR S {7 PTYEMNUI R.C.E. No, A5Aw NOT TO SCALE DETAIL: GOLF CART STENCIL NOT TO SCALE IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelino Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/ON NAI Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. 0R qe Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o�Fy� F�1ji Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N A Underground Service Alert � � 0Consulting CHECK: ORE Call:1011 FREE BENCH MARK: w R.C.E. 76730 m CONSTRUCTION NOTES JN SHEET 2 V c N/A � EXP. '2-31-24 � PR PARED UN ER THE SUPERVISION OF: SCALE: OF U ((( 1-800 � * � PER PLAN 20 221-2600 SHEETS NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TqT V 04-12-2024 ` PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF ca,\_0 LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA QUINTA �� 11 w II ii � II � UJ II I J =I J Q I 2 U 110 0 I 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 -4&+66= �-+9*00= 20+00 21 +00 I w STA 10+00.00 AVENIDA RAMIREZ= CURB & UGUTCALLE TECATE TER, 1wTYP. I II III i O I IQ O NCI w Q=I J U I I00- 43 00 w pO I — _ z �l 1 UJ I vJ I I iI CURB & 1 GUTTER, TYP. 44+00 45+00 46+00 47+00 - 600 51+00 52+00 �I 2 J O U w J J Q U o I �=1 Q CD I I i �00 76+00- 7W 78+00 —79+0&-- LLJ O � Z_ Q CURB & J Q z 1 GUTTER, 111 I UTYP. U w z Lo ��I w w J75 Q O O I I LU + IZI 00 ~ I i�O O = II�I I o KI CURB & ZRP GUTTER, 1 Q TYP. 2 l U) w I00 1 9+0 �110+00 111+00 112+00 113+09'- �14+00 5+00 i I� -I I �� - �� 36' 1 33' I— ° a zm I AVENIDA RAMIREZ T T Q 5 X-GUTTER, J w l 4'X33' 1 1 1 TYP. U W IIII U) I I Q75 I4lIPHII G 1 X-GUTTER, TYP. 22+00 23+100, 24+00 25+00 26+00 27+00-L�ll+00 o I 36' 33' —` — I U / AVENIDA RAMIREZ w wl w J U LU 0_ w 01 X-GUTTER, LU TYP. 1 J J Q U 53+00 54+00 55+00 56 0' 57+001 1 58+00 - ♦ g 1- - 36' -t- 33' —i-- I IF I'l 2 84+00 85+00 86+00 87-149 -i-A I� ° — — — — SCALE: 1 "— 1 00, 100 50 0 100 200 300 SCALE: 1 "=100' o°i I l ICI 0 Q w I CURB & Q 1 GUTTER, U TYP. 30 — -a a-4 �+0G -34+60= = 3 5 + 0 0 36+00 37+00= 38+00 39+00 �1 2 0 I�I J I I U I I gl I w J IHdW I U U) O �J AVENIDA RAMIREZ 2 Q U 59+06= 8 - — 6� 7 +Obi Q /� I Z 5 3'X1' = Q _2 2 U w _JI 100 INS Q J I U + + 40 00 41 00 42- O W J Iz I = Ill I v, Q I 75 ICD (D IU-)� Q J U) + + + + 71 00 72 00 73 00 74 00 75 1 O z LJ CURB & I 00TYP. GUTTER, 1 J I = 111 LU I U) I 2 O 0 10 to w CURB & w Q I I 1 GUTTER, I Q J U TYP. I � C I G 90+00-L �91+00 92+00 93+00 94+00 95+00 6+00 �7+98- 138+00 99+00 100+00 101+00 102+00 �86+00- 1 4+00 105+00 106+00 107+00 108 U) O 36' -t- 33' -1 - 4 - 4 AVENIDA RAMIREZ X-GUTTER, 1 ( 2 ( I z O TYP. I o I = m II J Uw I U) Q IQ U C G CONSTRUCTION NOTES: 0 PROTECT IN PLACE O2 CRACK FILL AND TYPE II SLURRY SEAL OPAVEMENT REPAIR TYPE III: REMOVE AC, COMPACT EXISTING BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE III: FULL DEPTH AC RECONSTRUCTION (DEPTH PER SHEET 2) CENTERLINE NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1 ", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management 760 323-5344 OF REFERENCE: �� o� �Fti �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS LG N/A Underground Service Alert v Consulting CHECK: R y Call: TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET 3 o � EXP. 12-31-24 � PR PARED UN ER THE SUPERVISION OF: OF Q N/A � � AVENIDA RAMIREZ PER PLAN 20 1 _Q00 P SCALE: SHEETS 221-8000 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT 0 / V \ `_ ` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31 /24 1 CITY OF LA OUINTA i col w III; o i<1 0- I JI J 1 X-GUTTER, I J Q TYP. U U \ 2 1 1 11+00 12+00 13+00 14+00 15+00 - / T�i`+@+60= �+90 20+00 21+00 22+00 23+001 24+00 25+00 26+00 27+00k 128+00 29+00 `� I — 1— 36' + 33' I �- =� — I"�- --------- — — I_J' STA 10+00.00 AVENIDA VALLEJO= CURB & Q AVENIDA VALLEJO ( / 2 CALLE TECATE GUTTER, 1 I w TYP. I I w I I I w II J I J I=I CD I N � I LL W CURB & 1 GUTTER, Q J TYP. I U 177 37+00 38+00 39+00 40+00 41+00 42-� 1 O z zo / I � _=W co IC) l75 C CD I Ql LU w ISO ++ w + o Q �I r 1 0 1 °o Iti LLLL I1w � I _117 CURB & - , w T � w OUJIQ0 J GUTTER, TYP. J J TYP. UU U 5� 8 58+00 59+00 69+00�1+9� 62+00- 70+00 71+00 72+00 73+00 74+00 700 43+00 -44+00 45 0� F—I �-36'�33'� I-4 T 0° ° WO AVENIDAVALLEJO Q Z WZ UJ I1 2 ( _ ( CURB & J W J Q I GUTTER, 1 J W I Ov = TYP. I = LU J l U U) Q I 0 J IQ 0I I� C CD CD I o o I+ =I o � I I IC) LL Q v I w w CURB & I LLI J J 1 GUTTER, Q J IIv 2 �89vII TYP. I C 1 W �00 76+00- 7 78+00 �9+0� 86= 0 z v2+0� 83+00 84+00 85+00 86+00 87+00 - 8+00- + O I 90+00� -91+00 92+00 93+00 94+00 95+00 56+00 �7+$0- 138+00 99+00 100+00 101+00 102+00 00 - 104+00 105+00 106+00 107+00 108 U) GO I36' 33' LLD 1 ` (---- 1 0 QQ I I AVENIDA VALLEJO I/ � IW Z p Z Oa (X-GUTTER, 2 I I m z z GUTTER, TYP. 1 Q J 1 a p I= W W I U) TYP. Uw w I I �I I I J UW CO _J Q Q � 75 75 a C iN LU I 0 10I C = I 110 2I k< Q I LU IQ U) W +00 1 9+01 _ > h W O zEn1 'I 5 Q II W I 4'X33' I U W I I �I I iPHI U)75 l G I 1I 1 2 110+00 111+00 112+D0 1:1 &Em. 115+00 i 34'-f 31'1 1— CURB & AVENIDA VALLEJO GUTTER,0_/ TYP. crALr. 1 "_inn' 100 50 0 100 200 300 SCALE: 1 "=100' CONSTRUCTION NOTES: 0 PROTECT IN PLACE O2 CRACK FILL AND TYPE II SLURRY SEAL OPAVEMENT REPAIR TYPE III: REMOVE AC, COMPACT EXISTING BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE III: FULL DEPTH AC RECONSTRUCTION (DEPTH PER SHEET 2) CENTERLINE NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1 ", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management 760 323-5344 OF REFERENCE: �� o� �Fti �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS LG N/A Underground Service Alert v Consulting CHECK: R y Call: TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET 4 o � EXP. 12-31-24 � PR PARED UN ER THE SUPERVISION OF: OF 1 —Q00 N/A AVENIDA VALLEJO PER PLAN 20 SHEETS I U SCALE: 221— 000 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT 0 / V \ `_ `P 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31 /24 1 CITY OF LA OUINTA \\CURB & GUTTER, 1 TYP. CD (D ti � CV) r I CURB & Q V 1 GUTTER, U)— I TYP. i 00: GO— — 39+00 40+8� W z O ~ I J W =wI I o I 1 C) + � I O r Q VI W w W �I o z `\, < CURB & J Q z GUTTER, 1 Uz wI wco TYP. v) I w U, J 75 I I. �8- 0 o o=I V I 35'X2' ( 2 U) w 100 +04+00--- — 105+00 106+04D- 36' - 1-- 33'I W O z CURB & AVENIDA HERRERA � I J Q GUTTER, 1 w I TYP. Lu U) CQ G 0 o� 11 Il;I �Q �o w ;oj 1 I + 0- I' Iwl CURB& w I LJ J 1 X-GUTTER, I ;,I 1 GUTTER, J _J 6 2 TYP. ' U TYP. U J U �0+00 2+00 3 6 I +@8= 18+00 � 9+88 �0 "� -1 001, 1 — 24+00 �5+88- 26+00 27+00 �8+00 1 +00 32+00 33+00 CI 22+00 r 1 I -i i "F — �� 36' 33' i o o ` I III I� -; T O Q AVENIDA HERRERA �� 1 z z W STA 10+00.00 AVENIDA HERRERA= J END MASTIC IMPROV. 1 CALLE POTRERO 1 2 5 3'X3' EXACT LOCATION T.B.D. IN FIELD BY CITY 2 I I U = w =I w l U ��W^^ w I I J I I I v! a II II U I U 1 1I LuI w CD z �I I I +p X-GUTTER, 2 TYP. 1 LU J 1 3 X3 5 I 3 X3 5 Q VJU I l I 2 U � J +00� — 44+00 45+00 6+0� 47+00 48+00 49+00 — J�50+00 1 1+@�k— 52+00 - 53+00 �4+00 55+00 56+00 ? 57+00 58+00 58+00 60+00 61+00 62+00 64+00 65+00 66+00 67+00 68+00 69+00 70- `E31` 36' - F--- 33'+- r AVENIDA HERRERA Q z w Q 2 I _ CURB & I_ m 5 2 X2 Q 5 3 X3 GUTTER, 1 J OU = TYP. I = w I _J I � co U J Q I I <I Q Q' O z O w w J J Q 2 U --7-&+OD— - 79+00 80+00 -434-+% 82+00 o II �-:JEW— SCALE: 1 "=100' 100 50 0 100 200 300 li SCALE: 1 "=100' it Q o w C+ o J z M Z 2 I O L.L U) w CURB & o ; W J J 1 GUTTER, z Q UTYP. LU > C ---&� 1 Q 5+886+00 8�80 += 88+00 0 90+00 - �J 1 +OA— 92+90 �33+08 �4+0� 9�+90+0� 97� 00 98+00 99+00 — 09+80 �&1 +8� 182+0 103 O Cj -33-1 - �� i� — i i 1 t AVENIDA HERRERA O / X-GUTTER, ( 2 CD ` I z 0 TYP. 1 I o I l i J in I= W �wl IIIIIII w Q IIIIII I U) II U I lisll I G 75 LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE II: EDGE REPAIR AC SHOVING PAVEMENT REPAIR TYPE III: FULL DEPTH AC RECONSTRUCTION (DEPTH PER SHEET 2) PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO LARGE CRACKS AND GAPS CENTERLINE CONSTRUCTION NOTES: 0 PROTECT IN PLACE 02 CRACK FILL AND TYPE II SLURRY SEAL OPAVEMENT REPAIR TYPE II: EDGE REPAIR AC SHOVING; GRIND AC SHOVING 2" BELOW ADJACENT SURFACE AND 2" OVERLAY OPAVEMENT REPAIR TYPE III: REMOVE AC, COMPACT EXISTING BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO O6 TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30' O.C.; AND GAP BETWEEN GUTTER LIP AND PAVEMENT NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `°RE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF N/A * AVENIDA HERRERA PER PLAN 20 Mfr1-800 SHEETS K 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT v ` ��`P 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA CURB & GUTTER, TYP. 0 2 6 II 6 ioi m I I CO w ICI p I +O 1--- o' 01 O LL ~ 1 2 1 CURB & w w END MASTIC IMPROV. w EXACT LOCATION T.B.D. 1 � 1 GUTTER, J J U I/14-4- IN FIELD BY CITY 2 U I TYP. U 00- 12+00 �3+0� 44+00 15+8E - 18+00 �9+8� �0+00— �#@8-- �2+9A` 00 1 24+AA 5+^� �6*08 8 +^� L AB 31+AO 2+9� 3+00 34+80 5+9� I �9+0� 40I / STA 10+00.00 AVENIDA VELASCO= AVENIDA VELASCO �� 11l z r� 2 I z w CALLE POTRERO U X-GUTTER, 1 I I O I J LU w TYP. I I I=w `` I U I w I MFNI J co Q �I z51� � IQ 0o I �I owl z CURB & Q V I 1 GUTTER, w I— — TYP. I Q UI BOG- 41-4-M - 42 43 00� 44+00 - 45+00 -46+00- 47+00 —48+00- -49+00- J 5 +O� �1+00- 3-2+00 50+90� - w 4 I �� . ;0 0 0 °- - 136 33 z� Q� 2 J =wl ° J Q �I U I II O + O CIO =I Q�I J U) U1 2 w �00 - 74+08= 75+00 t 76+0 I 79+00 0+0� �+00- 82+00 83H)0— 84+00 —85+00- -86+00— _i87+00 W--_ — V a— z O O O CURB & I J Q GUTTER, 1 z = w l TYP. I I t o �vl w Q 75 0 o + O 2 U' I CURB & Q GUTTER, 1 3'X3' 5 �1�\ w TYP. _ j 1 U) J II +00 497+0� VV 10 +pQ jI �VVT ' % 36'+33' w O z5 3'X3' II AVENIDA VELASCO 2 1 �� w I \\ \ U �' co Q I I— 1411 /1I, I75 ��— SCALE: 1 "=100' 100 50 0 100 200 300 SCALE: 1 "=100' I X-GUTTER, 1 TYP. 55+00 - 57+00 � o AVENIDA VEL If 2'X2' 5 Q U W J J Q U X-GUTTER, TYP. MR64-0004 I C' Q C� O z W 58+08- 59+00 --60+00 61+00- 62+00 �3+�p U j 64+0� 66+00 ASCO b 0 J Q z U) J U 0 1 �O+00- -94-+00— 92+00 93+00 s34+00— 96+00 97-H)O-- AVENIDA VELASCO -° II I 1 O 2 I I o I w J LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE III: FULL DEPTH AC RECONSTRUCTION (DEPTH PER SHEET 2) PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO LARGE CRACKS AND GAPS CENTERLINE CONSTRUCTION NOTES: 0 PROTECT IN PLACE 02 CRACK FILL AND TYPE II SLURRY SEAL CD Icy ~ I w �J Co 67+00 68+00 = I - 73I CURB & 1 o I z m GUTTER, 1 z J TYP. z l I UJ w U w w I v� J J Q O U z 2 I p LL CURB & Q I w I 0 1 GUTTER, I z a J LLI TYP. j I C Q G 99+00 //100+00 101+00- 402+0 1(�3a-8� +04+00 106+00 106 co O I O 6'X6' 5 z— m w v II III I CQ G OPAVEMENT REPAIR TYPE III: REMOVE AC, COMPACT EXISTING BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO O6 TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30' O.C.; AND GAP BETWEEN GUTTER LIP AND PAVEMENT NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: `°RE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF AVENI111pDA VELASCO 1-800 N A s P PER PLAN 20 SHEETS th 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT v ` ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA CURB & GUTTER, 1 TYP. i STA 10+00.00 EISENH \�L AVENIDA BERMUDAS �S I illy iw I J� / J 2 dO1S � t 13+00 -14+00 � 00- _ -- 16+ (�-----1�+00 - 18+00- �9+00 20+00 - 21+00�E� - +00--23+0--�4+00 -- - - _________ T �a--� - - - MEDIAN-1 SioP �� CURB, TYP. 1 WER DRIVE= a iCP �w � I UJ �I J J Q U I �15 25+00 26+00 30.5' -27+00 28+00-- o---29+00 c 30+00 31 +00 E---- _---- �--- - 30.5' - ----- --- - EISENHOWER DRIVE r \ 0 dIDf 2 J J U w Q I U � o, I O I M J 1 X-GUTTER, U_ 1 MEDIAN I Q TYP. —�1s— I W CURB, TYP. 32+003+00 - 34+00 35+�30-- 6+00-----37+00 - 38+00 - 39+00 - 40+08- -41+00 --4. I o 43 C%) - =� -- 4---C--== 4 ----- ------ - - J _ - ----- ________gll J slop J CURB & m 1 GUTTER, I = W TYP. JO U W IQ J I G Q U w CD I w I I Q I I LO � I o o I U LL � � CURB & 2 _1171 GUTTER, LU 1 X-GUTTER, w j` W J Q( n I TYP. U 1 CURB, TYP. MEDIANTYP. dCcs U 2 dot Q J co wI ALL_ - _ __ __________J1 L'CL_______ __ _ __ _ __ - __ _ 1L - -- _ __ _ __ _____________ - - _ __ _ - - - _____ _ _ _ - - _ __LLLi/ 1 -------- ---- �00 44+00 45+00 46+00 -,47+00- 48lOO ---- 49+ 0 50+00- �+00 - 52+00 - 53+00- -54+00 35+00- 56+00 - 57+gam DO 59+00 30.5'- 60+00- - 61+00 - 62'00--� 63 E --- a°64+00--r5+0(; - 66+00 - 67+00- �8+00 - 69+00---- 7 + O-----�+00 - 72+00-73+00- -�+00 - 75+00 --- ----------- 1-------- --__ --== ---- - -- ---- - - ----------- - -- ---- --- - -- ----------------------- -- --- ----------_-- _--- -- --- ------------- - ---- - ----- ------ - --- --- -- 1 =76' - I L J. J o p q q T o ----- ° — — — — ------ ------ — - — W O ---- - - ----- ----- - - - - --- ---- - 30.5' - - --- - O Z7T%T________________________________________________T/T'TT�______________________________-------- - 'Tr- _ -___ � _ ��` 'T�____-- __--- _ _� T �q _G/�2 J I - Q EISENHOWER DRIVE I - J LJ.J sc'd' Dsi"' /� sly CURB & Q;IOP MEDIAN 1 J m �1 = 1 0 = U J I I 2 IQ I I GUTTER, 1 Q I CURB, TYP. I= W TYP. L U W Q w Q v) I IJ I I J I Q J U Q U 0 I , < ozo LO co UJ V I UJ II 1 MEDIAN �/ dcif U ` CURB, TYP. 2 / ---- - ----- - W 76I00-----77+00 - 78+00- -79+00 80+00 - 81+00 82+Opa----8-3tOO - 8. -85+00 30.5' 86+00 - 87+00 ------ ------ — — slop CURB & U 1oP lz I = Q C U J I I GUTTER, 1 W TYP. I I i Q STA 88+77.84 EISENHOWER L)KIVt= I CALLE SINALOA 0 Q G U SCALE: 1 "=100' 100 50 0 100 200 300 SCALE: 1 "=100' L_ Q N HCD Z ILO + Q II I 00 O I � Iz - (�i LU I 'r- OC) EISENHOWER DRIVE ---- ------ - --- -- ------ -- ----- --- ---- ----- -- ---- ----- - -- ---- _ ------ ----------- ---------------------- _- ___ _- ___ r-1 r ---- ,-_ _ - - - - -- -- ----- -----1 / - _ -__J1L r- j +0� � 4FPS:=_792+w-_--_�`. @�_--_- �@�--_-- + o 60=--=-�$�0 - _ 102 0 o = 6� =- =t�+6� -- o -fi@6+� -=107-+0 =04A8+00" 77777777777 U rJ MV �scoP � � 3--------- - ---------------- — � ---------- \I Z_ LLJ I � END SLURRY IMPROV. STA 102+03.54 EISENHOWER DRIVE= J W EXACT LOCATION T.B.D. Q AVENIDA MONTEZUMA � o IN FIELD BY CITY = / \ Q I V LLI U U G CONSTRUCTION NOTES: 0 PROTECT IN PLACE O2 CRACK FILL AND TYPE II SLURRY SEAL LEGEND: CRACK FILL AND TYPE II SLURRY SEAL CENTERLINE NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: ORE SHEET y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET � EXP. 12-31-24 � PR PARED UN ER THE SUPERVISION OF: SCALE: OF EISENHOWER DRIVE 1-800 N A 1 P PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT v ` ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAL�F� LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA C) Ln I V I I M 00 I \\ // O J 0 \vl\, STA 108+52.32 EISENHOWER DRIVE= CURB & ? z I` GUTTER, 1 Q CALLE TAMPICO TYP. > = 2 W �- c= --- _____________ ___ �___ ____ ____ — _______�___ w U — _--- ------==_ ---- -------------------- - _ _ — -- W 10 � - 11-9+@p----=��'f2+00 113+(�� 114+00 � 115 00 3p'— 116+�$� �17+00 — 1'I-8+00 0 119+ .�---- _-_- 1=--------------- ------ ---- - - -� - �-_ - - --------------�20+00 — J 30 _-------,--�- --- — <�- r - 1-- ----------- ---- - 2�+00 122+� �23+00 — 124+00125+00 26+00 — _ �76 __ _ _—_I ------____ — z---�---- W _S-�� — --- -- --- - - -- -- 30 - ---- ---- ---- ----1- =—�—-_— _ - --- -�-�70 I30' ---- - - ------ - --- -- - - - - - — -- -- ----- ----- ----- -- ------------ - O i �\� MEDIAN �� i� EISENHOWER DRIVE' J W --� I 1 I, Q U°° BEG. SLURRY IMPROV. I J j EXACT LOCATION T.B.D. I I CURB, TYP. X-GUTTER, 1 �I z Q IN FIELD BY CITY I I TYP. I� �w 0 5� I G Q U 0 I + r Q--'' W O - = S— zi- --- J W cul LJJ I GUT' w 0 z �I z w X-GUTTER, W 667' O 0 z 1z j �I wl IL IQ AVENIDA FERNANDO GNU JLUMMT IIVIr-r[UV. EXACT LOCATION T.B.D. IN FIELD BY CITY i LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY — CENTERLINE crei r. 1"=100' 'JV/'ILL. 1 -IVV 100 50 0 100 200 300 SCALE: 1 "=100' SAWCUT LIMITS W EXISTING WATER MAIN (CVWD) S EXISTING SEWER MAIN (CVWD) G - EXISTING GAS MAIN (SOCALGAS) T EXISTING TELEPHONE/COM LINE (FRONTIER) CATV EXISTING TELEPHONE/COM LINE (CHARTER) EXISTING STORM DRAIN (CITY) X-GUTTER, TYP. 127+00 128+69- --1--29 00 — 130+00 — 131 +Op- -1-32+00 - T CURB & STA 133+55.14 EISENHOWER DRIVE GUTTER, 1 AVENUE r TYP. CONSTRUCTION NOTES: 1O PROTECT IN PLACE 2O CRACK FILL AND TYPE II SLURRY SEAL _1-33�Q0 I w i:, �O'X13' z I I zLU I OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY 13 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CVWD STANDARD PLAN S-1 B 30'X11' - -� 35+ee -I:N& 200' C) ILO I- I� �LL CURB & W MEDIAN GUTTER, < J CU B, TYP. TYP. C G _ � 1 13Z+OOS`� 0 S 1391 30 14 141+D i --- - - ----- _------------30 z O - - CATV CATV C TV - - J m 60'X11' 3 I = W k 2 II_ I <5 G NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QRoFESS/O� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. 0R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: `ORE y SHEET Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: OF EISENHOWER DRIVE SCALE: 1-800 N/A s P PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT l v ` ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA CD O Q C0 1 �E �OB— k� W 0 Z �/---- J W = UJ Cb F- w w U) II 0�'I II U) tyll Q JIH IUTUU.UUFiVGIVUr_ou= �1SI I Q MADISON STREET 2 \� _ 391' S +4 13+00 -14+00 15+00 16+00 17+00— 18+00 19+00 20+00 I +00 31'22+00 + — 4 0 — + 0 1 S _ L+00 VN ____ _ _ _ --=a ---�----I— —� I Imo— ��- � �76'�b---------MEDIBEG. SLURRY IMPROV. CURB & CU EXACT LOCATION T.B.D. GUTTER 1 IN FIELD BY CITY CURB & 1 GUTTER -- L E -- L 42+00 43+00 — 44+00 45+00 46+00 2 AVENUE 60 L — -- -- ------------------------ --- 47+00 48+00 49+00 50+00 31' 51+00 52+09 53+00— 54+00 ------- T31----------------- _ ----------------- ----- I MEDIAN CURB 1 CURB & 1 GUTTER MEDIAN AVENUE 60 2'X4' S CURB t -- ____ _ -- -- - r - — �+00 28F-00 29+08— 30+00 31+00 32+00 33+00 34+00 35+00 6+00 37+00 38+00 39+00 -- ----- w----- -- ---- - �� S 1O'X6' 2 I < � ' 2'X2' 5 2 EA I— w w Ia'I I iw END PVMT. IMPROV. I I I IF - EXACT LOCATION T.B.D. I I i Jw IN FIELD BY CITY OW E-- — _=------- ' —------- --- — S ---- _-2 - 55+00 56+00 57+00 58+00 59+0@ 60+00 61+00_ + E —E I — L I k� STREET LIGHT 1 2' �y — —� 1---=----- — _- — — — — ° 5' MIN. OR TO I` 8 CURB & NEARTEST JOINT 9 I' MONROE STREET 1 GUTTER 12 1 5' MIN. OR TO 9 NEARTEST I I JOINT 10 7 I. I NOTES TO CONTRACTOR: CONSTRUCTION NOTES: LEGEND: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN 1O PROTECT IN PLACE REMOVE EXISTING S I DEWALK/RAM P/X-G UTTER AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH \2 CRACK FILL AND TYPE II SLURRY SEAL CRACK FILL AND TYPE II SLURRY SEAL PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY O PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT OVERLAY CONCRETE OVERLAY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH O PAVEMENT REPAIR TYPE III: REMOVE AC, COMPACT EXISTING PAVEMENT REPAIR TYPE III: FULL DEPTH AC BASE, AND VARIABLE OVERLAY (DEPTH PER SHEET 2) RECONSTRUCTION (DEPTH PER SHEET 2) COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT O SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE CENTERLINE SIDEWALK/RAMP TO NEAREST JOINT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD O SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE SAWCUT LIMITS CROSS GUTTER TO NEAREST JOINT CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM O CONSTRUCT SIDEWALK PER CITY OF LA QUINTA STD. 240; MAX _ _ _/U1L — — EXISTING EDGE OF PAVEMENT 1.5% CROSS -SLOPE AND 4.5% LONGITUDINAL SLOPE CONSTRUCTION ACTIVITY TRACK -OUT. CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STD. 250; W — EXISTING WATER MAIN (CVWD) 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND 10 CASE A (INCLUDING CURB AND GUTTER ALONG RAMP AS CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND SHOWN) THE LIMIT LINE AND CROSS WALKS. SCONSTRUCT 5"-6" ASPHALT CONCRETE OVER RECOMPACTED — S — EXISTING SEWER MAIN (CVWD) 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED EXISTING BASE OTHERWISE. GRADE PARKWAY MAX 1:3 SLOPE TO JOIN CURB RAMP, G EXISTING GAS MAIN (SOCALGAS) 12 MODIFY/ADJUST IRRIGATION AND REPLACE LANDSCAPE TO SATISFACTION OF CITY EXISTING TELEPHONE/COM LINE T (FRONTIER) E EXISTING ELECTRIC CABLE (IID) IRR EXISTING IRRIGATION MAIN (CVWD) O Y \ ~a- 1�1 \� w J a U 100 50 0 100 200 300 SCALE: 1 "=100' CD O I + W I� Q J 0 411 1 O I W � I— �z0 J m �= W w IU <C U) G IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. 0/? �� Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o�\l �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: ORE SHEET y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN SHEET N A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF 1-800 / '�694 AVENUE 60 PER PLAN 20 SHEETS Itper 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT l v `Pgm:��04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAL�F� LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA II II II Ir LIMIT LINE AT CURB II III I I i 1 PROLONGATION, TYP. I0001 II °-+4-+00 12+00 13+00 �i I STA 10+00.00 AVENIDA RAMIREZ= I j CALLE TECATE U I ~ I W I Q U II II I O I IQ O O c� I ry Q=I v! 0. I w O��00 4 —~I ° z I- UJ 75 O w H O o_ w J J 44+0&�_ 1-5+@0 -- 17T+0�--- --9+00 -2O+A& N� — I� A I —I0 ° — AVENIDA RAMIREZ I I )TOP' TYP. 25+OG- 2-&+G0 -27+00- - -8+00 w w z O LIMIT LINE AT CURB I J STOP' PROLO PATION, U 1 TYP. 1 LIMIT LINE AT EDGE OF X-GUTTER, TYP. 1 44+00 45+00 - 46+00- - 48+00 "+00 - 754-+L00 --62+9G- 55loo I 57-+00 58+00 59+00 60+00 'STOP' Q TYP. 1 O U w J J Q U i I CD O LO =I Q�I I STOP 1 TYP. w �00 — 5 7 78+00 ' > w O —�� g JQI a� =wl w U z � co w J 75 I 0 AVENIDA RAMIREZ 30 J0@------ 34-4- 0 32+08- -34+0 --315+00 + 'STOPTYP. 1 I I I I Pl I I I Idw I I� ICI 61 +GG---- -6zq+OE)--- - JL 66+00 67+00 I 0 III -4 Q _ U w J Q U 10 O IN L~L I Q JTJ 42- I o J m J J I C' ) J �I I� O QI CD IU w I~w J Q J J U 68+00 69±06— -74+00 751 v ) I I — 1 i Imo" I I O ° ° LIMIT LINE AT EDGE I J m OF X-GUTTER TYP. 1 I Ivw I� Cn I C O 0 10 Zz ICIO ° �LL w LU LIMIT B w J PROLONGATION, Q aQ U TYP. U ~C I 9+GG -0+08- 81+00 8 +0 j� 84+G8 �5+gam 86+08 0 �B+GG - 0 �8+08 - 94+00 �2+08*0- 94+00 95+00 96+OQ— -7+@t 98+00 99+00 -00+00+00=+BG 0- 104+80-105+00 = 106+0- 107+80 108 O 00 �I O AVENIDA RAMIREZ LJJ STOP' O I z O LIMIT LINE AT EDGE 1 z TYP. 1 I m OF X-GUTTER, TYP. I < ICI I I J U w J J I Cn IQ 75 Q O O I I:w I + IZI ~ I 1� O o = I V I o LIMIT LINE AT CURB Q I wR PROLONGATION, Q1 1 TYP. Cn W +00 +0 0+00 111 +00 0- =443 444+ w O I I ° AVENIDA RAMIREZ z m IAP", QUJ� I I U w TYP. I I I U) I Q75 I4lIPHII G ° 15+00 SCALE: 1 "=100' 100 50 0 100 200 300 SCALE: 1 "=100' STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O Project Management (760) 323-5344 SSP A. GR �l LG PRIVATE REFERENCE: �� o� ti �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N/A Underground Service Alert � v � � Consulting CHECK: `°RF Y° Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 10 N/A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: OF U 1-800 * ` AVENIDA RAMIREZ PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r C / V ` 04-12-2024 SCALE: PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CA�_\F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA II �� O II 11 LIMIT LINE AT CURB w II ii 1 PROLONGATION, � STOP' II I TYP. U 1 TYP. AVENIDA VALLEJO 10 00 11 +00 12+00 3+@@ 1 +^� T.�'r vv 1 �+@0 —4+G0 --t-9+00 -20+00 -42= 00 2400 /.24�+00 25+00 28+90 - w' Q � \ STA 10+00.00 AVENIDA VALLEJO= w I CALLE TECATE I- w IIJ i D O I I Q N I ry = w LIMIT LINE AT CURB I Q 1 PROLONGATION, I U TYP. �0� - 44+00 45+00 z AI � J UJ = WI � �I C I I 1 ° 1D — — / J / �I U w I � w w J I i U w LU I� J STOP' U 1 TYP. -46+00- —9L6e-----5# 0 -55+00 Z J1 57+00 58+00 59+00 'STOP' ( AVENIDA VALLEJO TYP. 1 2 ,I O U w J U II CD CD L'+ �-J 0 = Q�I STOP, I 1 TYP. W �00 — —7- G 7 78+00 - 9+W--- ' I ` O �; °� z -7 QI Q LIMIT LINE AT EDGE J W W I w OF X-GUTTER, TYP. 1 U z COl w w J 7 I 0 O z O U) w Q U 4 84+00 86+68 87-1-00 ---98+00- _ I I,I LIMIT LINE AT EDI OF X-GUTTER, T) CD I N � 1 +•®O==--- -2+00 38+00 -34+00 36+00 � �+fl8- 39+00 ---40+00- -414+00- I i O Q o W J ° _ 'STOP' zO I z W m TYP. 1 J J IU w IQU) w I DD o I U w I ~ W _J 60+00 61 +OW— � 60= 5+08- 66+00 - 67+00 68+00 69+00 7b+OQ� 0� �+0� 0 -74+00 75 M 1 III - 1�� 1 1 -1 1 l I ��" g — O 1 0 0 - W / LIMIT LINE AT EDGE 1 ( I J m = OF X-GUTTER, TYP. I I=w U IQ 0 I� LIMIT LINE AT CURB 1 PROLONGATION, TYP. 0 +GO- - 94+00 --92+08- -9-3*00- 94+00 95+00 o - - - - p AVENIDA VALLEJO U z �I l � w J J Q U Q O J Q Iz co w J J Q U .T. III J s38+00-9+00 100+@0 404+80= 104+00 I , 'STOP' O I TYP. 1 Q 0 _ w J J Q i U i D ID + I00 � D W I� a I~ CJ G 105+00 = 106+00 1G7+00 -108 C/) O m I = W Ir v I <C G Q D NOTES TO CONTRACTOR: iN I + I,z I 00 I 1 0 1 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN D 2 1 Q I ��— STRIPING NOTES: - I SCA r. 11"_100' AS ADJUST TO GRADE. I o_ k LIMIT LINE AT CURB Q z R PROLONGATION, 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH LLI1 PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION � Q w 1 TYP. PER GENERAL NOTES. W d 11 O+_ - 111 +00 0= -IU+�15+00 00 1- +8+00-Og—� \ I g 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY 11 o UJ ° _ _1)AND HAS NOT BEEN TIED DOWN BY SURVEYOR. z m 1 1 AVENIDA VALLEJO �, 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH Q I 1 I 100 50 0 100 200 300 t1 I I COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION W 101 I I W TYP. III 11 I OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT i SCALE: 1 "=100' I I I SHALL NOT EXCEED 1" DEPTH. co QI wII�I1 C I 1111 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD c CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `°RE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 11 � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF AVENIDA VALLEJO (Ipr1-800 N A s P � PER PLAN 20 SHEETS K 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT v ` ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG r--L-R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA CD o� 11 Il;I �Q to w ;oj 1 I + Q o- 0- LIMIT LINE AT CURB I wLU w I W J PROLONGATION, I J, I Q STOP J J J Q 1 TYP. AVENIDA HERRERA ' U k 1 TYP. U IU` + 6+0G �+00 8+00-9+AA-- 14O0 — �+08 1�+80 3+8� 1§ @8 8A 20+00 21 +00-z'�+08 00 2 +@0 z5+00- �6+0� 0 8+A� - 1 +A� 32+00 +00 �4+0� +60= 37H Iter- i i i- VSTA � i i � I �� i i I i i 0 o o ter—iteri�II I- 'STOP' 10+00.00 AVENIDA HERRERA= � z z W� ( LIMIT LINE AT EDGE 1 O TYP. 1 CALLE POTRERO U OF X-GUTTER, TYP. 1 w III w U W Q I I U) aj I Q C G 1 CD C� I I— — I00 38+00 39+00 ZO I J W = WI cf)I C� I G CD O + ~I CD��_ Q VI � � I �u W �00 74+00 W O �\; ° - z I \1 Q f 'ST( J Q z 1 TY =WI �U) CU W z LU co 1 w w J 75 I I. I W H z 01 LIMIT LINE AT CURB 2 LU L PROLONGATION, TYP. V +00 _ 44+00 45+00 46+00 47+00 —48+00- I49� J r+@0= — \ I < 'STOP' J TYP. 1 OU J J Q U I II w J Q O z w 'STOP' Q I1 TYP. U -52+00 53+00 �4+00= 08— �, 7+00 +00= 59+88 �6+88 +80 6�+88 AVENIDA HERRERA �� IIII LIMIT LINE AT EDGE jOF X-GUTTER, TYP. 1 U J UI I Q o O z O U) LIMIT LINE AT CURB J J 1 PROLONGATION, U U TYP. I--78+00— 8 +00 8 8 8&+'0— 87+00 --88+GO- 10 90+00 91+00 O AVENIDA HERRERA LIMIT LINE AT EDGE I z OF X-GUTTER, TYP. 1 Q I Of I I w i8+08 -- 69+0&= Ii LIMIT LINE AT CURB PROLONGATION,L STOP' TYP. u 1 TYP. 92+00 93+00 = 94+0G====-- 97+00 98+00= 99+00 —4OG+80 G& - 1024 O Q1 0 'STOP' w I TYP. I� U Ip I) I ~ W Q J 70 U)O IW J I z m I = W I~co I �C G O ICD ICO + � O I W Q J IU) i O W � Iz O m I = W I � UWj IQ 75 o NOTES TO CONTRACTOR: o co ~ I 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN C)^ _ crei r."_inn' STRIPING NOTES: AS ADJUST TO GRADE. �^ I I SCALE. 1= 1 V V V 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH r Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION PER GENERAL NOTES. U) w +00 — 104+N-- 10 00 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY _ AND HAS NOT BEEN TIED DOWN BY SURVEYOR. zAVENIDA HERRERA 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH — Q I 100 50 0 100 200 300 COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION W I i OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT Lij i SCALE: 1 "=100' SHALL NOT EXCEED 1" DEPTH. CQ I i I 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD c CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR �l Project Management oAdministration (760) 323-5344 LG N/A PRIVATE REFERENCE: �� ti �� Contract FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert v Consulting CHECK: `°RF FO Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 12 N/A EXP.12-3'-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF U 1-800 AVENIDA HERRERA PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r v ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAS F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA w O 0- w STOP' U 1 TYP. 8+ 9+00 1a +00 12+00 �3+88- 44+00 1 —18*80 �9+$- 28+00—+ - � Q -� STA 10+00.00 AVENIDA VELASCO= LIMIT LINE AT EDGE I CALLE POTRERO w OF X-GUTTER, TYP./ \� 2 CD O + O � � 1 nn (=co 1 V ry I00 - 4++00 - z�l J UJ = W1 I 0 I Il IQw U � AVENIDA VELASCO L QI to 0 1 CD +00= 26+00 27-1-00 �+0� �^ 3�+@8 �z �� + 00 I �� 00— 34+00 --3-5+80= 0 - — — — 1 0�— — j 'STOP' 1 1� I TYP. 1 J = II MFNI J I zsll Q i t i iI li U iI h � I I w z 0 LIMIT LINE AT CURB 2 1 PROLONGATION, I Q TYP. L_U AVENIDA VELASCO G3 00 44+00 -45+00- -46*0� �+00 -48+00 49+00 - � +08 53+00 54+90- 55+00 - T 38�00 59+00 50+8� 1- 0 °� -- J 'STOP/,\-/ J `� TYP. Q 1( o U J I d UI O O Q M = 10 �n V I � LIMIT LINE AT CURB PROLONGATION, J ry 1 TYP. Q U) UJ l _ 74+00 j77+00 78+00 79+00 -80+0� - \ i00 o� i LU z J Q I I I 'STOP' TYP. Uwl � co I I Q G I 1 1 I a �- — U z Q l w U O J Q z w U 0 1 0+00- - 91 +00 AVENIDA VELASCO !1 I 11 =1 I II I w I Q cD 0 z w Q U *00— 62+08 _ � Q LIMIT LINE AT EDGE OF X-GUTTER, TYP. 1 II 92+00 - 93+00 94+00 95+00 J A-F O CD I o I w J J U w ' LIMIT LINE AT CURB Q W J PROLONGATION, Q 1 J TYP. U l 1 38+009+00= - 40- z I W J m I= W 1 U) Q C ICD O 1co 1 ~ W N'STOP' J TYP. +00 65+00 66+@� �7+00 68-+80 �9+@� I 72+A8 -73] o — 1Q� 1Jm z wz I 1= W W w w 1 Q v) J J STOP' 1 TYP. 97+00 98+00 99+00 100+00 101+00 1 -4 1 1- 1 1 4- LIMIT LINE AT EDGE OF X-GUTTER, TYP. Q N W z 0 Q 0 z w Q 1 00 10-5+00 4 1 1 o ° O ICD 1 + co 1 W Q J 106 U) O i 1 z O m 1 = W Irv I Q 73 O NOTES TO CONTRACTOR: O I 1 + C.0 1 1 I 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN ^ crei r."_inn' STRIPING NOTES: AS ADJUST TO GRADE. JV/'ILL. 1 �IVV Q 1 � 1�1\t 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH i i Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION PER GENERAL NOTES. W +00 107+00-`� 10 0 10 I00 j j 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY W O i % AND HAS NOT BEEN TIED DOWN BY SURVEYOR. z 1 AVENIDA VELASCO 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH 100 50 0 100 200 300 J Q \�� COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION W 1 �� OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT � 1 / 'i SCALE: 1 "=100' SHALL NOT EXCEED 1" DEPTH. CQ I I �� 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD c CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSF A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `°RF Y° Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 13 N/A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF U 1-800 AVENIDA VELASCO PER PLAN 20 SHEETS IF 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TaT � � V � ` ` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CALF LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 1 CITY OF LA OUINTA I 70' \ STOP' \ 2 EA 1 /� L LADDER X-WALK 1 DETAIL 27B 1 18 TYPE IV ARROW (RT) 12 TYPE IV ARROW (LT) — - TYP. 11 °0 'AHEAD' 2 EA 1 'STOP' 2 EA 1 — — — — — — — — — — �'� �_ ------------ 42+-00----------------- -- ---- -- � ----- ---� 14+00 ---- --------� — ------------ ----------- -------- ------_- �� C) DETAIL 25 1 1 19 'rrrT� 1/�1%� 17 60' 18 DETAIL 27B 1 TYPE IV ARROW (LT) �< 2 EA AVENIDA BERMUDAS O 1 DETAIL 27B O I DETAIL 38 + 17 50' 1 70' I bo CD Illy F00 ---- 24+00 _---- -- 25+GO--- --- 2------- W O - ---- ---- �-------- ------------ --- ---------------------------------------- --------------- — Z� I --- ------ ` ` -- -- — -- -- —_ — — C -- — J LLJ = WIbo I Q 17 1 1 G I 50' TYPE IV 18 DETAIL 25 ARROW (LT) 2 EA 50' /17 Mil 50' /17 — — — — — — — — EISENHOWER DRIVE ------ 0 ----------��r�cL----------------;�+41L--------------- O I 1 DETAIL 27B TYP. 11 O I DETAIL 38 18 + 1 70' 1 DETAIL 25 19 � = I 17 Q I 50' �-4 --- - - - - - - LIJ F00 ----- - 37+00 - ------------------ *GO-�------- - - -- �-------- - z I -- _m — — — — — — — — — J Q EISENHOWER DRIVE W I �7 r-- ---Z, ----------- ---- ------- -- ----- TYPE IV Q / 1 ARROW (LT) 75 2EA 1 18 1 1 'STOP' i. 'AHEAD' DETAIL 27B TYPE IV �,T YP. L ARROW (LT) DETAIL 27B 2 EA 12" WHITE DIAGONAL, 5' O.C., TYP. 2 EA —T7 V1 DETAIL 38 70' STOP � I. I. 29+00 DETAIL 38 1 80' Ai 1 DETAIL 27B DETAIL 38 TYPE IV 1 80' 1 ARROW (LT) 2 EA k�J I'I Ik\] 18 II I O 19 DETAIL 25 50Ll dOIS �� Z1 �� ---� I T co ao/L� W ---------------- - -- o-M -- --- I J ----- 49-+00--------- ---------2G"k --------�1�no_------------------- _22+00-----_-_- ; J 23 --------------------- -------------- -- EISENHOWER DRIVE J ---------- --- ---- ------- ------- WHITE DIAGONAL, 5' O.C., TYP. DETAIL 38 1 70' TYPE IV \ARROW (LT) 2 EA TYP. Wel 30+00- ---- 3U±00 ----- --- , I cw � T ` TYPE IV DETAIL 27B 1 ARROW (LT) 50' Q I 2 EA W J J 1 DETAIL 27B TYP. 18 11 dO1S I � (8)50' 17 x/ + 80 CO - --- W ------------ -- oL -I Q J co 2i ----------------- - -33*GG--- - —------------- G9=--- --_- --------- -EGG ------- 36� O W — — — — ------ -- I ? O J m --- ----------- -------------- ------- -------------------- M---------------------- - ---- --- _ DETAIL38I 00 r>� T /1 70' = I.ii " WHITE DIAGONAL, 5' O.C., TYP. IU W 1 1 17 m ST�F Q DETAIL 25 TYPE IV 50' � I G 1 ARROW (LT) DETAIL 27B 2 EA Q W J a U SCALE: 1 "=40' 40 20 0 40 80 120 STRIPING NOTES: SCALE: 1 "=40' I O Q NOTES TO CONTRACTOR: I + 1 PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION (g') 3' 10' 11' (12') 11' 10' 3' (8') _ O 00 - Ln STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE PARKING SB SB NB NB PARKING 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN Q 3A-112 (CA), DETAIL 38 LANE \ THRU LANE THRU LANE THRU LANE THRU LANE \ LANE � AS ADJUST TO GRADE. GI 0 W Q PAINT 12 INCH WHITE DIAGONAL, 50' O.C. __ ____ _ ____ ____ _ ____ _ _ ___ _ ____ ____ _ ____ -_ -_-__= 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH i W PER GENERAL NOTES. W PAINT PAVEMENT MARKING TYPE PER PLAN 11 18 19 1 19 11 1 DET. 27B 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY —I z U) Q W TYP. DET. 25 TYP. AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 0 W Q STRIPE 6 INCH WIDE WHITE LINE 1 DET. 27B 18 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH � EISENHOWER DRIVE TYPICAL SECTION COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION -� () STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE BETWEEN AVENIDA BERMUDAS AND CALLE SINALOA OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN NOT TO SCALE I C SHALL NOT EXCEED 1" DEPTH. G STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD 1 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 9 CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA GUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR �l Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� Q) ��ti �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N/A Underground Service Alert v Consulting CHECK: `°RF Y° Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 14 N/A � s EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: OF * * EISENHOWER DRIVE SCALE: 1-800 P � PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r C / V ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAL\F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA GUINTA 0 DETAIL 27B 1 0 1 18 +} 19 DETAIL 25 1 50' 17 I ll, V 00 __ L U) w w�00_ ----------------4 --- ------------- LU _ z C/) _j W oo — _7__ = w -- 1 �- - -T7 U °°17 eT T 1 18 ARROW (LT) 50' 'STOP' 2 EA DETAIL 27B 3 EA 0 DETAIL 27B 1 0 1 18 + I 19 DETAIL 25 1 M � ^ Ln �n - — — _ --- U) 0� F00 - � - ------ 54+00 ------ z J W _ ^-co- - - 100 - - - - - -- - � I Q 1 TYPE IV 1 18 ARROW (LT) 2 EA DETAIL 27B I 50' 17 I %j� T I I I I 1 1 X-WALK j I— I I L I I -- I - I I DETAIL 38 1 90, yI L I a 2 --- 1 O X-WALK U J I S10P I 1 50' 17 dOIS �- J CD w LU J w STOP' 1 DETAIL 27B 'AHEAD' 'STOP' 18 J a Z 1 3 EA DETAIL 38 19 2 EA 12 12 2 EA 50' 17 aol` U O 1 70' 3 300 __ \ -Z-Z- ------ -- - -------------------- ------ -- -- 1/L Li 44+00 ------------------- �5#-06--- ----- - 46+00 --- ---------------------------48+00 _ 49+00 ----------—--------------------------- -------- -------- ----------------=- ---------------------------�----- EISENHOWER DRIVE DETAIL 38 A_ 1 70' 1 1 1--T-p--- TYPE IV 18 DETAIL 25 TYPE IV SIOr / ARROW (LT) 11 TYP. 1 ARROW (LT) I 2 EA DETAIL 27B 2 EA I 'WHITE DIAGONAL, 5O.C., TYP. II TYP. 11 18 1 DETAIL 27B TYPE IV DETAIL 38 ARROW (LT) 19 50' 17 1 70 1 2 EA 00 --- ---- - 56+00 ---^------ 57+00 _ -----------39+00----------- T ------------ ----- DETAIL 38 70' a J = / U r �I I 12" WHITE DIAGONAL, 5O.C., TYP. 0 1 � 1 DETAIL 27B 'AHEAD' STOP' 18 + I 19 12 2 EA 12 2 EA 1 DETAIL 25 co00 — — - 0 LIJ 00 � — T-------— ___-= i_ o _--------w -- ----------= Z - 7 EISENHOWER DRIVE = w --M- ------------ Q I 1 17 73 G 1 � 1 R TYPE IV 50' DETAIL 27B TYP. ARROW (LT) 2 EA EISENHOWER DRIVE M------------ - - )11 10 i0, I dO1S o -- IO co ow hog � W Iw= IzCO \Z� I=w 0 IU DETAIL 38 C 70 Q\ a �71 G w Q J Z awl U U) Z w 18 1 1 'STOP' 1 AHEAD' 2 EA DETAIL 27B 2 EA STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION QREMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE 3 BACK QPAINT 12 INCH WHITE DIAGONAL, 50' O.C. QPAINT PAVEMENT MARKING, TYPE PER PLAN QSTRIPE 6 INCH WIDE WHITE LINE STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE 1 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED 1 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 9 1\ DETAIL 25 TYPE IV ARROW (LT) 2 EA DETAIL 27E ETAIL 38 1 70' TYP./ 11 ;;�\ /18 ------- ^-- 50+00 __-51-+09----------------- ----52*00=----- C> _---- \`�— ---- ----- ------ ------ ---------- ----------------------- ------------ 12" WHITE DIAGONAL, 5' O.C., TYP. U) w wl J I a �rr �TFZ r � LILLLLLLLLLLLL rL� LADDER=-�— r� � X-WALK-d 6) C_� 63*'6 �3ADDER -WALK 6'� � r DETAIL 38 TITfT 80' -11L LI TTpp 17 1 Sv 50' 'STOP' I� I 3 EA 11 TYPE IV ARROW (LT) 2 EA 18 DETAIL 27B /, X1STOP' 3 EA� DETAIL 38 //1\ 80l 19 1\ DETAIL 25 3 ---- -- - -- ---- -�4+00 _------- r5+-0E�- ----- - ------------- 12" WHITE DIAGONAL, 5' O.C., TYP. (8') 3' 10, 11' (12') 11' 10, 3' (8') PARKING SB SB NB NB PARKING LANE \ THRU LANE THRU LANE THRU LANE THRU LANE \ LANE 11 18 19 1 19 11 1 DET.27B TYP. DET. 25 TYP. 1 DET.27B 18 EISENHOWER DRIVE TYPICAL SECTION BETWEEN AVENIDA BERMUDAS AND CALLE SINALOA NOT TO SCALE TYPE IV �18 ARROW (LT) 1 2 EA DETAIL 27B SCALE: 1 "=40' 0 O+ 19 co co IL M �531 Cn J --- I�0 Z m J _ 00 v- I F___ Cn la G 18 O 1 O co u- O W G ---- 66 C/) o J Im - M 2 ' ` LLI II-- LLJ U) 1 laC DETAIL 25 G 40 20 0 40 80 120 SCALE: 1 "=40' NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/°� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. 01�) PA. GR Project Management(760) 323-5344 LG PRIVATE REFERENCE: oy�Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTSN A Underground Service Alert Consulting CHECK: `°RF Y° Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 15 N/A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF * EISENHOWER DRIVE 1-800 s P PER PLAN 20 SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9Il° / V ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF cA�\F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V S 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA Q Z W U) Z O LL I O IJ + IQ � IUD U Q � I Cn W W F00 W = Z �1 J W = WI U � 1 CQ I G O CY) W Q D I� /-'� V J ry i n W O z i-I J W 2 U W CQ G 17 50' 1 \ A — — \� -- - - - --7IlA-09-- 17 50' 1 12" WHITE DIAGONAL, 5' O.C., TYP. TYP. DETAIL 38 70' TYPE IV ARROW (LT) 2 EA DETAIL 27B ------------ - ---ar ea------ 18 DETAIL 25 TYP. 50' /1 EISENHOWER DRIVE ------------��A(1 -- - _- 75-�A9----- 1 TYPE IV 1 ARROW (LT) DETAIL 27B 2EA O TYP. 11 I O + O bo �1 -------------------------"---------------- --�� ao --- ------------------- ------ �_ -- ------------------ 19-+Go --------------------- 100 C0 W -- �.--------------------------------- =- EISENHOWER DRIVE Iz 50 zr�— rr UJ �. II II II II II II 1 W ----—-------------------_\ LJ LJ LJ LJ LJ LJ W T--- y 5 Z 11 I Q LLJ STOP' a 21 A: O Z O 0 dOIS� Q � I \ _ DETAIL 38 1 70' � STOP I I I .I I � 1 1 12" WHITE DIAGONAL, 1 DETAIL 27B 5' O.C., TYP. 1 TYPE IV 18 dOJ'DETAIL 38 DETAIL 38 ARROW (LT) 19 17 50 90, 1 70 1 2EA — zi -- -- -- ----� — ----- ------ -- -- ------ ---Z .Z- , TYPE IV o -- ARROW (LT) 1 - -77+00 __--78+-0Q------------- --- T9+00---------8G+-00------ 81+00------------- 82+00 - .--.—---------------------------- (711 -- - M------ - -- - ----- - -7- _ DETAIL 38 i r 1 70' 1 \ 1 17\\2 \ - 17 DETAIL 25TYPE IV 50' \ O T 50' L 11 18 ARROW (LT) uJ O STEP DETAIL 27B TYP. 2EA I J ZQ II 12" WHITE DIAGONAL, U 5' O.C., TYP. 0� I I it r O l O J O I I J J ` I I END STRIPING IMPROV. U.N.O. Q EXACT LOCATION T.B.D. 1 IN FIELD BY CITY i J RESTRIPE ROUNDABOUT TYP. 11 5 /� / doll J \\ O PER AS -BUILT DRAWING - J + ------- - ---- --------------- 00 _--------1 1—L�` U ----------------`=---------------------------------- — r-i— r-1— r�— r� r�— r�— ram— r�� r 1 1 1 1 I I I I I I I I I I I I I I J _� LJ- LJ- LJ- L_ LJ- LJ- LJ- LJ ------------ — -- — — — — — — — — — — — — — — — — — — — — — — — — \� U) + \0 a 90+ 0 � -- LSO --------92+50--------------- _ -- �+00------------------ �--9_4+50-------_--------------- 95+00-------96� O r EISENHOWER DRIVE ^ v 1 z ---------------------------------------------- ------ - - ---- ------------ ----- - ,_, ,_, J m 1 ----------------------------------------------- ---- W T , Q 5 11 STOP i / � C END STRIPING IMPROV. U.N.O. TYP. - J /F EXACT LOCATION T.B.D. / IN FIELD BY CITY SCALE: 1 "=40' CD O 1co J�1 &_41] W o Q J �( U) ---- CD 0 W J Z LLI ----- o J 1�1 M � W °° v1~ U W U) Ca G STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION ZASTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 3A-112 (CA), DETAIL 39 QPAINT 12 INCH WHITE DIAGONAL, 50' O.C. QSTRIPE 6 INCH WIDE WHITE LINE STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE 1 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED 1 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 9 (8') 3' 10, 11' (12') 11' 10, 3' (8') PARKING SB SB NB NB PARKING LANE \ THRU LANE THRU LANE THRU LANE THRU LANE \ LANE 11 18 19 1 19 11 1 DET.27B TYP. DET. 25 TYP. 1 DET.27B 18 EISENHOWER DRIVE TYPICAL SECTION BETWEEN AVENIDA BERMUDAS AND CALLE SINALOA NOT TO SCALE (2') (8') (8') (14') PARKING SB SB LANE BIKE LANE THRU LANE TYP. 11 &5 (2') (12') (14') (8') (8') NB NB PARKING THRU LANE BIKE LANE LANE TYP. 11 5 EISENHOWER DRIVE TYPICAL SECTION BETWEEN CALLE SINALOA AND CALLE TAMPICO NOT TO SCALE 40 20 0 40 80 120 SCALE: 1 "=40' NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/°� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O Project Management (760) 323-5344 SSP A. GR �l LG PRIVATE REFERENCE: �� o� -ti �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N/A Underground Service Alert � v � � Consulting CHECK: `°RF Y° Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 16 N/A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: OF * EISENHOWER DRIVE SCALE: 1-800 PER PLAN 20 SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r ° l V ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F °F cA�\F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V S 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA I I I p� I \\\ \\\ — N Z LL1 r- C) I w� a131a a _ ___\ `� TYP. 11 5 I 1 SHARED ROADWAY -----------------------------------'�� —' \ \ `_ I 1 BICYCLE MARKING 1 115' 6 DERAIL 25 -------------------- _ ---------------------------------------------------- —_ --- _ - - - - — -------------------------- ------ ---- - - - -_- it 1 �_ IT / \ 80 - - �_"' - _------------ ---- ---- --- _—- - (J EISENHOWER DRIVE W C - % / ��------ 104+00 -- 405 00- ___ --- �06+A(�- ------ -- - - -- _ - 8+ 109+60 o r= =� 110+00 W +00----------------- __ / 102+ 0 u 83+00 __ _ / - L r/, �w/— -A — — — — — 2 i6 -- _---_--- r= __ W— — — — — — — — — — — — — — — — — — — — — — — — - — — — — 0 JW Q — — — — r� rT rT rT rT rT rT -------------------------- — 12 — ^ — — — — — — — I/ �y I I I I I I I I I I I I I I I I - �00 \ ( lJ �\ — LJ LJ LJ LJ LJ LJ LJ LJ /—�—T T— —T T— ` \ lJ ' (i �� ` t t _-------- CD 12 12 ------------------------------- ri \ i---------------- \ I i Eii LU \1 I� I - \ °°`' i / \\\\\\ z F— a BEG. STRIPING IMPROV. U.N.O. ST�P / \\ �\ STA 102+03.54 EISENHOWER DRIVE= ylE`D �\ \ \ \LU I� I I� \ \ J O 15 7 a II I \ I J a YIELD EXACT LOCATION T.B.D. AVENIDA MONTEZUMA ,�/> \` \\ \\ \\ a I�\ \\ I Q IN FIELD BY CITY !/ O I + _ CY) �,- ;rI> i o W O z_ = W f u U)I Q 75 TYPE VI ARROW (RT) TYPE VI TYP. ARROW (RT) 1 I ----- DETAIL 25 1 °° ---- - - - - - ----- ---EE\\— EISENHOWER DRIVE 4 _-- ---------- 14 --------- 11-7*GO------------------ ------------------------- TYPE IV— kRROW (LT) — — — — — — — — — — ---- —————— ———— --- -- — ------------------ ---- — — - _ _ TYPE IV ------ ---- ARROW (LT) ---- -- a 1' 2 EA 50' TYP. '6' 150' 50' ® 16 BIKE LANE D TYP. 11 R7-9a 7 15 5 C CD CD I 12"X 18" I CD co00----- Flo < — — — — — EISENHOWER DRIVE — — — _ _ _ _ _ < I� ---- — I w - 130 W wo I-----------'---------------------4------ -- ------ _ w = UJ Q -- --- --- ------------------ ---- 3: U) bo U-1 I —bo SIGNAL' 19 2 EA 12 1 I 12 DETAIL 25 1 Q C c 5 15 7 'AHEAD' 11 C 2 EA TYP. G IT'S THE LAW! DIAL BEFORE YOU DIG!! NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert `°RF Y0 _Ca : TOLL FREE o U 1-800 % 227-2600 TWO WORKING DAYS BEFORE YOU DIG NO. I DATE I INIT. R E V I S 1 0 N S APP'V'D I DATE BASIS OF BEARING N/A BENCH MARK: N/A 17 / 15 I I I I II TYPE VI --------- - 15 ARROW (RT) --_ DETAIL 38----- DETAIL 25 —\\ J 0 _---------- -- - =-124-+0(I-------- -------122+00-------------------12�+00------- _ _ ---- - ------------------- --=------- - — — — — — — — — — — — = -- — — — — — — — ---------------- _ STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 5QSTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 3A-112 (CA), DETAIL 39 6QSTRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD FIGURE 3A-112 (CA), DETAIL 39A PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER Q7 CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' 11 PAINT 12 INCH WHITE DIAGONAL, 50' O.C. QPAINT PAVEMENT MARKING, TYPE PER PLAN QPAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA 1 QUINTA STANDARD PLAN 502 INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS 1 SHOWN) PER CALTRANS STANDARD RS1 AND RSP RS5 QSTRIPE 6 INCH WIDE WHITE LINE STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED A PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 9 APPROVED BY: CITY OF LA QUINTA BRYAN McKINNEY, P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. No. 49418 EXP. DATE: 09/30/24 ------ ---- -—------ — — — — — - ------ = a 11 Z_ TYP. D J Q�oFESS �R) SSP A. o z w R.C.E. 76730 m EXP. 12-31-24 � \ , " / C I V I �_� TF CF CAL\F0� ------------- (2') (2') (8') (8') (14') (12') (14') (8') (8') PARKING SB SB NB NB PARKING LANE BIKE LANE THRU LANE THRU LANE BIKE LANE LANE TYP. 11 5 TYP. „ 5 8 2 SB BIKE LANE EISENHOWER DRIVE TYPICAL SECTION BETWEEN CALLE SINALOA AND CALLE TAMPICO NOT TO SCALE 11 1 \- ,- / 11 111 SB SB NB NB THRU LANE THRU LANE THRU LANE THRU LANE 11 5 19 1 19 TYP. DET. 25 EISENHOWER DRIVE TYPICAL SECTION BETWEEN CALLE TAMPICO AND AVENUE 50 NOT TO SCALE 2 8 NB BIKE LANE 11 5 TYP. Civil Engineering 68-955 Ad — a Road Traffic Engineering Cathedral City, CA 92234 Project Management contract Administration Consulting .............. N�ER THE .. .,. SUPERVISION• 69404-12-2024 LORISSA A. PE DATE R.C.E. 76730 EXPIRES I TYP. 11 5 -__ -DETAIL 38 1 --- LJ-14 TYPE IV ARROW (LT)L 5C 6 150' 1 DETAIL 39 CD 7 / CD 15 15 ------ I co � --- L.L co II� I co-�� _ 0 _> ---------- W J �IzWM — — W 00 U w IQ A CD CD 5 Ic UJ ------------------------------------------ °° Q J N U) 0 -- - 24+OE1-------- ------- ------12Z4 00-------- 126� w 0. --------------- N� = w °° I UJ ® I� BIKE LANE 16 R7-9a 12"X 18" SCALE: 1 "=40' 40 20 0 40 80 120 SCALE: 1 "=40' NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IN THE CITY OF LA QUINTA DESIGN: DATE: LG APR 2024 PROJECT No. 2023-16 DRAFT: PRIVATE REFERENCE: FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS LG N A CHECK: SIGNING AND STRIPING IMPROVEMENTS JN SHEET 17 SCALE: OF EISENHOWER DRIVE PER PLAN 20 SHEETS FOR: CITY OF LA QUINTA OTYP. , � I + 0 co 1r__ r-_ r - k=P= vJ W +00 LU U) I- — W J _ W �- -- C/) U 2 lei DETAIL 29 200' 1 ------=�3� OL ---- --------- 1 1 4 DETAIL 25 TYPE IV 165' ARROW (LT) 7 1 LU I J H STA 133+55.14 EISENHOWER DRIVE= I I N AVENUE 50 ' 15 U ��y I � 6 200' X-WALK 00 1' ---J---- - - - \ 17 1 DETAIL 38 X-WALK----- ---� o --- 1�-- ---- I ou I — = — — — — — — — — — — — — I I ------------ __ I - I (o 135i 00 - 136+00___ _ _^4 02 1 4+09---�-- i- _ j - - I --------------------- ------------------ -- ----- -------------_----- ------------------------ ---------- EISENHOWER DRIVE 0r I I BIKE LANE R7-9a 12"X 18" tYPE IV I TYPE IV �0 ARROW (LT) ARROW (LT) 2E A 50' 17 50' \ ` L1J 200' I r\\\ IZ C) LO LLANJE > I 16 R7-9a 12"X18" B® O Lu 15 16 LANE w C) R7-9a n 7 12"X 18" � + z Z I/A 17 100 LL1 J Q� P-- --- -- U) 0n +00 =---------- +oo WO Q --- ----- ---- J W � — = W --- -. --- - -- ----- ----- -- ------ U Cf) I TYPE IV 1 1 1 ARROW (LT) CQ I TYPE IV c ARROW LT DETAIL 38 1 ( ) 15 DETAIL 39 STRIPING NOTES: 200' TYP/11\-\ DETAIL 3S 100, 17 -O ----- -----o0 --------- _ 147+00---- ---------0� ---------_--�----------------= - EISENHOWER DRIVE — — — — — BIKE 16 LANE R7-9a 12"X18" QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION Q PAINT 12 INCH WHITE DIAGONAL, 50, O.C. AREMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE PAINT PAVEMENT MARKING, TYPE PER PLAN BACK A 'SIGNAL' 'AHEAD' 2 EA 2 EA STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 3A-112 DETAIL 38 PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA (CA), QUINTA STANDARD PLAN 502 STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS 3A-112 (CA), DETAIL 39 SHOWN) PER CALTRANS STANDARD RS1 AND RSP RS5 STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD 1Q STRIPE 6 INCH WIDE WHITE LINE FIGURE 3A-112 (CA), DETAIL 39A PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER A PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), QCALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS DETAIL 9 POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' STRIPE 6 INCH WIDE DOUBLE YELLOW MEDIAN ISLAND AND A INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED 3A-107 (CA), DETAIL 29 gQ PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 12 301' TRANS 5 TYP. II I i I Q 0 � Z Q 7 ILA, > � I Q W 50' 17 ---L- - L- I j TYPE IV \i ----- --- ------ 150+00 --- C) 1 DETAIL 25 3 TYPE IV 224' TRANS '/3\ TYP. 145'/ 4 ARROW (LT) 2 EA - 120' TRANS rA (8') 2' 11' 11' (12') 11' 11' 2' (8') SB SB SB NB NB NB BIKE LANE THRU LANE THRU LANE THRU LANE THRU LANE BIKE LANE 11 5 8 1 8 11 1 DET.39 TYP. DET. 25 TYP. 1 DET.39 5 EISENHOWER DRIVE TYPICAL SECTION BETWEEN AVENUE 50 AND AVENIDA FERNANDO NOT TO SCALE 1 LIMIT LINE 3 77 STA 151+62.91 EISENH AVENIDA FRERNANDO BIKE LANE R7-9a 12"X18" nE:TAii QO / - �--. 141+00 F CD TYP. 5 11 CD I co T 0 co ----- --------1-42+--------------- 14qi O I—i ---------------------------- Q W J W — — — — > I z m �� J W ------- ------ - ao LLI 0 U) I< EXACT LOCATION T.B.D. IN FIELD BY CITY DETAIL 39 139' TRANS 248' TYPE IV 3 4 150' 6 1 ARROW (LT) OJV/'\LL. 1 ATV _ � N ------- C) Ir Q------------------ - 40 20 0 40 80 120 17 50' — DETAIL 39 8 SCALE: 1 "=40' 1 136' TRANS NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR �l Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o� c_ �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N A Underground Service Alert v Consulting CHECK: `°RF Y° Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 18 N/A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF * * EISENHOWER DRIVE 1-800 s P � PER PLAN 20 SHEETS IF 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r C / V ` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF Cm-\F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA I !a l STA 10+00.00 AVENUE 60= A6E MADISON STREET TYPE IV 12 ARROW (R) 'STOP' 100, TYPE IV 2 EA 12 4 Z"l2 ARROW (R) \�I o N 2- 22 1 LIMIT LINE n, EXACT LOCATION T.B.D. IN FIELD BY CITY CD I _ - --------------------- U) I i ---�-�- 23tQ0--- ------ z 0 ------ ----- I J 2 W W Q I 15 00 — BIKE LANE 16 R7-9a 12"X18" I 24+OD _- R81 (CA) RIGHT LANE BIKE LANE 12"X8" RNS RIGHT AHEAD END R81 B (CA) 21 8"X5" 16 W73A (CA) 3 6 100' 10 200' 36"X36" 3 DETAIL 29 329' I 25+00 26+00 ------------ 7 BIKE � 16 LANE R7-9a 12"X18" TYP. THRU TRAFFIC MERGE �EEr 'AHEAD' 16 W74 (CA) 'STOP' 7 15 2 EA 12 48"X48" 12 2 EA AVENUE 60 ry ---- ----- --- --- -- ---- - - ----- --- _ - --- M� 15------------_--------------------$----------- + 1 — i — — III — i — i — ----— ------ ----- ----- -------- — 27+00 TYP. DETAIL 25 TYP. A_ ----------- 19+00----- ----------------- 20L+00---- --- + 1 — i — ----------------- ------------------------ --------------------- - - - ---------------- _ 00 — h A AVENUE 60 TYP. / 11 DETAIL 29 50' 1 -- 2a-EM------------29-�---------------------- 3DIM-------------- 1L+QO ----------------------------------------- ---------------- -_--- =- -------------- ---- - -- 8' 3' 11' 11' WB BIKE LANE \ \ WB THRU LANE WB THRU LANE (10') 11' 11' 3' 8' EB EB \ EB THRU LANE THRU LANE \ BIKE LANE 14\TYP. ■ � I f CD 5 I D-- C V _- - --- -- - - - ---- - 0 _ N L.L Fy)� Q J +�0-------------- -------22+OD--------- J --�—� - W � J M� ---------------------- —-=W U W IQ � DETAIL 25 I C ICD 0 X 290' °°-------------------- CM W Q J ,ia+nn 351 W' O W � _ Iz — — — — — — — — — — — — — — cD J m c I= LU 200' IW 6 Q }I� (D Q J Of 0-1 I< all L;i J a U N I 11 5 8 1 8 11 5 C) I 7 15 I 0 TYP. DET. 25 TYP. 40 20 0 40 80 120 � TYPE IV 5 TYP. 11 $ + � = I 200' 4 ARROW (L) 1 I M AVENUE 60 TYPICAL SECTION a M r n Noll - --°° - — --- 0 M BETWEEN MADISON STREET AND MONROE STREET SCALE: 1 =40 ��/! CN M DETAIL 29 1 M - NOT TO SCALE � I 120' BAY TAPER W NOTES TO CONTRACTOR: Jgoo --------------------- 8+ 0 __ ____ 39 STRIPING NOTES: Q — --- f� '------o-------------- _I=_� gg� - --- I = 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN LJJ z 0 AVENUE 60 o , TYPE IV z (n STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINEPER AS ADJUST TO GRADE. J ARROW (L) �I J W Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH DETAIL------ - M = W PER GENERAL NOTES. 22 _________________ _ ___- -----`_'-- REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE W 200' 1 —_ —a0 —00 U BACK Q PAINT 12 INCH WHITE DIAGONAL, 50' O.C. W - - 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY Q U) i 8 9 I Q STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5 11 I � 3A-112 (CA), DETAIL 38 Q PAINT PAVEMENT MARKING, TYPE PER PLAN } 7 BIKE 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH 1 r> I 15 16 LANE TYP. Y `� ►� r R7 9a Q STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE STRIPE 6 INCH WIDE YELLOW TWO-WAY LEFT -TURN STRIPING COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION 3A-112 (CA), DETAIL 39 Q AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT < 1 12"X18" FIGURE 3A-108 (CA), DETAIL 32 0- \ \ Q STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD SHALL NOT EXCEED 1" DEPTH. 6 FIGURE 3A-112 (CA), DETAIL 39A STRIPE 12 INCH WIDE YELLOW DIAGONAL, 10' O.C. 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED CHECK. 7 BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA QQUINTA STANDARD PLAN 502 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON CONSTRUCTION ACTIVITY TRACK -OUT. GREEN RECTANGULAR BACKGROUND, 3.5'X37' INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS 1 SHOWN) PER CALTRANS STANDARD RS1 AND RSP RS5 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND gQPAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), Q REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN DETAIL 12 1 ON EXISTING POST, TYPE PER PLAN THE LIMIT LINE AND CROSS WALKS. 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED ZLPAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER PAINT 6 INCH WIDE WHITE CHEVRONS, 50' O.C. DETAIL A OR B ON SHEET 2 A OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! DESIGN: DATE: BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/°� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR q Project Management (760) 323-5344 LG PRIVATE REFERENCE: �e o� �Fy �� Contract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N/A Underground Service Alert v Consulting CHECK: `°RF Y° Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 19 N A � EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: OF SCALE: 1-800 AVENUE 60 PER PLAN 20 SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r ° l v ��` 04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F °F cA� F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA OUINTA o Q I C") _ - - -------------------------------------- � M _ c) Lu W 40+00 z U' _ J W LUWUJ - ----- Q � CD O Co Qco —.C— — C) � I 1 �00 ILL w p -_ Z i-I - Jw w �I I— CQ G I TYP. ------------4L+D11-------------------42±M --- — - �+OG-. -------------------------------------- ------ TYP. DETAIL 25 DETAIL 25 AVENUE 60 44+00-------- 45+00 I 1 ----------------------- 53+00 54+00 55+00 --------- ------56+00-----57+D4 -------------- TYP. 'STOP' 5 2 EA, STRIPING NOTES: AVENUE 60 'AHEAD' 2 EA 7 15 CD TYP.11\ Q �1 + ~ N LL ' T ------ ------ 6+D4--------------------- 47-+DQ =--------------- �-- �----------------49.+DQ --_ - — — I — T � e 1 Q J II- ------------ -----5Dfaa -----------------5-'L+-G 521 c O - — IZ LU ------------ ---- ------- --------z�- _ -00 IU w Q � 15 7 t I\ZC G 16 R7-9a 12"X18" I TRIPING IMPROV. U.N.O.�- EXACT LOCATION T.B.D. IN FIELD BY CITY �dOlSl I I dOlsl I II I X-WALK 1 50' 17 I -------------------------- ao ----- — -- -- _ --- 0o __ ---- z SO --------------------- 60+00 61+00 <62+00 1 'STOP' 6: ' Q I rl > ---- 00 _ a II22 TYP . �/ TYPEIV I 3 3 RROW(R12 14 p 200' 12 1IF100, TYPEIV 216 TURNS RIGHT I W74 (CA) 16 R81 (CA) a� 5 . 16 ARROW (R) AHEAD a 48"X48" eIKE �anE 12"X8" R3-7 po [ii I W73A (CA) R81 B (CA) 36"X36" I I I 36"X36" I 8"X5" DETAIL 29 329' 0 NOTES TO CONTRACTOR: Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION gQ PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER ' 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN DETAIL A OR B ON SHEET 2 40 20 0 40 80 120 AS ADJUST TO GRADE. QRESET EXISTING SIGN WITH NEW POST (REUSE IF POSSIBLE) STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH 2 AND FOOTING PER CALTRANS STANDARD RS1 AND RSP RS5 1 CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B SCALE: 1 "=40' PER GENERAL NOTES. AREMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE PAINT 12 INCH WHITE DIAGONAL, 50' O.C. 3. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY BACK 11 AND HAS NOT BEEN TIED DOWN BY SURVEYOR. STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE PAINT PAVEMENT MARKING, TYPE PER PLAN 4. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH 3A-112 (CA), DETAIL 38 � 8' 3' 11' 11' (10') 11' 11' 3' 8' COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION STRIPE (6 IN H WIDE TAIL3WHITE BIKE LANE, PER CAMUTCD FIGURE Q QUINTA PAINT HITSSTAGOLF CART DARD PLAN 502E SYMBOL, PER CITY OF LA WB \ THRU BANE THRU BANE THRUBANE THRUBEB ANE BIKE LANE SHALL HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT BIKE LANE \ - \ /J� /J�' SHALL NOT EXCEED 1" DEPTH. FIGURE 3A- 12 CSTRIPE 6 INCH IA) DE DETAIL 39WHITE A HED BIKE LANE, PER CAMUTCD SHOWN) PINSTALL IER AGN I TRA S STTH NEW OAN ST ARD RS11 AND AND FOOTING (RSP RS5 TYPE AS 5. DEPTHS NOT VERIFIED; CONTRACTOR RESPONSIBLE TO FIELD CHECK. NT WHITE "BIKE" "LANE" LETTERING, BICYCLIST" ISYMBOL, ADD MALL BIKE LANE ARROW "HELMETED PER 1 STRIPE 6 INCH WIDE WHITE LINE 11 5 $ 1 $ 11 5 6. REFRESH ANY STRIPING DAMAGED OR COVERED FROM QCALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS TYP. DET. 25 TYP. CONSTRUCTION ACTIVITY TRACK -OUT. POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON Q PAINT 6 INCH WIDE WHITE CHEVRONS, 50' O.C. 7. REFRESH EXISTING STRIPING, PAVEMENT MARKINGS, AND GREEN RECTANGULAR BACKGROUND, 3.5'X37' AVENUE 60 TYPICAL SECTION CROSS -WALKS ON ALL LEGS AND CROSS STREETS 25' BEYOND STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED BETWEEN MADISON STREET AND MONROE STREET 8 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), NOT TO SCALE THE LIMIT LINE AND CROSS WALKS. DETAIL 12 8. PROTECT IN PLACE ALL EXISTING SIGNS, UNLESS NOTED OTHERWISE. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG APR 2024 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-16 DRAFT: PRIVATE REFERENCE: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR q� Project Management (760) 323-5344 LG �e o� �FyContract Administration FY 2023/2024 PMP SLURRY SEAL IMPROVEMENTS N A Underground Service Alert � v � � Consulting CHECK: `°RF Y° Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS �N SHEET 20 N A D EXP. 12-31-24 PR PARED UN ER THE SUPERVISION OF: SCALE: OF 1-800 "� i` 6�g AVENUE 60 PER PLAN 20 SHEETS 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN MCKINNEY, P.E. DATE 9r C/V\\_`04-12-2024 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CA�_\F° LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 1 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA