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2023-15 Plans - Bid SetGENERAL 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 LIMIT — (213) 244-1200 TELEPHONE FRONTIER COMMUNICATIONS SEAL (760) 864-1580 CABLE TELEVISION CHARTER COMMUNICATIONS (SPECTRUM) SLURRY (760) 904-5448 IN THE CITY OF LA QUINTA FY 22123 PMP SLURRY SEAL IMPROVEMENTS CITY PROJECT NO. 2023-15 SIGNING AND STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2014 (CAMUTCD). FRED WARING DR. 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. MILES AVE. 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 HWY 111 OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS BLACKHAWK WAY WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. 6. THERMOPLASTIC SHALL NOT BE UTILIZED. WASHINGTON ST. 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE WITHIN THE SLURRY SEAL LIMITS SHOWN ON THIS PLAN SHALL cn BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL. SANDBLASTING MAY BE HWY 111 UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. PROJECT SITE o W 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO L` PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY AVENUE 48 REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWER VACUUM. PLd P 0 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE D_ STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED z0 o O SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION Z \ OF ASPHALT SEALANT. AVE. LA FONDA FERNANDO z \ PROJECT SITE (r)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 o AVENUE 50 TRAFFIC CONTROL DEVICES, 2014 (CAMUTCD). ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. CC 11. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING AVE. MENDOZA+AVE. DEPARTMENT 48 HOURS PRIOR TO LAYOUT. MARTINEZ+ALLEY � CALLE TAMPICO 12. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD w POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE PROJECT SITE AV NIDA FON A TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. 52nd. AVEN E 52nd. AVENUE Z O Ld C� W 0 Coo)N D N O z >L Q W O N z0 VENUE 53 0 oo co o o CALLE ARR A Q Co w AVENUE 54 CALLE MADRID > 7 MOROE STREET AIRPORT BLVD. PROJECT SITE CALLE MADRID CALLE TECATE VICINITY MAP'o AVENUE 58 PROJECT SITE No SCALE 0Zoo AVENUE 60 AVENUE 61 AVENUE 62 0M 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 ABBREVIATIONS BEG=BEGIN EA=EACH EX/EXIST=EXISTING LT= LEFT O.C.=ON CENTER PC=POINT OF CURVATURE PT=POINT OF TANGENCY MH=MANHOLE R=RADIUS RT=RIGHT S=SIGN S+P=SIGN AND POST STA=STATION TYP=TYPICAL INDEX OF SHEETS 1 TITLE SHEET 2 CONSTRUCTION NOTES 3-5 SLURRY SEAL LIMIT — MONROE STREET 6 SLURRY SEAL LIMIT — WASHINGTON STREET + AVENIDA LA FONDA 7 SLURRY SEAL LIMIT — CALLE MADRID + ALLEY 8 SLURRY SEAL LIMIT — AVENIDA MARTINEZ 9 SLURRY SEAL LIMIT — AVENIDA MENDOZA 10-15 SIGNING AND STRIPING — MONROE STREET 16 SIGNING AND STRIPING — WASHINGTON STREET 17 SIGNING AND STRIPING — AVENIDA LA FONDA 18 SIGNING AND STRIPING — CALLE MADRID 19 SIGNING AND STRIPING — AVENIDA MARTINEZ 20 SIGNING AND STRIPING — AVENIDA MENDOZA + ALLEY 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QSOFESS ON NTraffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. SO SSP A. GS 9l Project Management 760 323-5344 PRIVATE REFERENCE: AI Contract Administration ( ) LG N A Underground Service Alert Consulting FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS CHECK: °R° Y Call: TOLL FREE BENCH MARK: R.0 E. 76730 TITLE SHEET JN SHEET 1 N/A EXP. 12-3'-24 PREPARED UNDER THE SUPERVISION OF: scALE: OF SHEETS 1-800 PER PLAN 20 �(( _ No. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE ATF v o) 221 2600 PUBLIC WORKS DIRECTOR/CITY ENGINEER 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 PMP SLURRY SEAL IMPROVEMENTS CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* 1O PROTECT IN PLACE -- -- BASE OVER 12" SCARIFIED AND COMPACTED NATIVE REMOVE, AND DISPOSE OF EXISTING CONCRETE GOLF CART PAVEMENT LEGEND STENCIL LF OSAWCUT, 2 CURB; AND CURB AND GUTTER LF 100 3O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STANDARD 201, 3" DOWEL INTO ADJACENT EXISTING LF 90 5QSTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE CONCRETE CURB LF 3A-112 (CA), DETAIL 39 OCONSTRUCT 4 6" CURB PER CITY OF LA QUINTA STANDARD 210, LF 10 3" DOWEL INTO ADJACENT EXISTING CONCRETE CURB O5 CRACK FILL AND TYPE I SLURRY SEAL SF 33,295 O6 CRACK FILL AND TYPE II SLURRY SEAL SF 1,800,670 OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE SF 38,583 3,120 OVERLAY QINSTALL 1 SHOWN) PER CALTRANS STANDARD RS1 AND RS5 OPAVEMENT REPAIR TYPE II: EDGE REPAIR AC SHOVING; GRIND SF 90 AC SHOVING 2" BELOW ADJACENT SURFACE AND 2" OVERLAY BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER REPAIR TYPE III: REMOVE AC (4 1/2"), COMPACT OPAVEMENT EXISTING BASE, AND VARIABLE OVERLAY (4 1/2" - 5 1/2") SF 332 10 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 GREEN RECTANGULAR BACKGROUND, 3.5'X37' ADDITIVE ALTERNATE PMP SLURRY SEAL IMPROVEMENTS CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* 11 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE SF 20,774 BASE OVER 12" SCARIFIED AND COMPACTED NATIVE IN PLACE AND REFRESH EXISTING GOLF CART PAVEMENT LEGEND STENCIL LF 12 CONSTRUCT TAPERED EDGE PER DETAIL ON SHEET 2 3,614 OADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER 13 8 EA CVWD STANDARD PLAN S -1B 5QSTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 3,614 LF 3A-112 (CA), DETAIL 39 4QSTRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED 1,900 SYMBOL, AND SMALL BIKE LANE ARROW, PER QBICYCLIST" 7 CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS EA 9 POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON 3A-112 (CA), DETAIL 39 GREEN RECTANGULAR BACKGROUND, 3.5'X37' QSTRIPE 6 SIGN WITH NEW POST AND FOOTING (TYPE AS 3,120 QINSTALL 1 SHOWN) PER CALTRANS STANDARD RS1 AND RS5 EA 9 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 Call: 1011 FREE r(( 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG LEGEND: CRACK FILL AND TYPE I SLURRY SEAL CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY PAVEMENT REPAIR TYPE II: EDGE REPAIR AC SHOVING PAVEMENT REPAIR TYPE III: FULL DEPTH AC RECONSTRUCTION (DEPTH PER PLAN) PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO LARGE CRACKS AND GAPS CENTERLINE SAWCUT LIMITS EXISTING EDGE OF PAVEMENT EXISTING WATER MAIN (CVWD) EXISTING SEWER MAIN (CVWD) EXISTING GAS MAIN (SOCALGAS) EXISTING OVERHEAD ELECTRIC CABLE (IID) NO. I DATE I INIT. R E V I S 1 0 N S APP'V'D I DATE PMP SLURRY SEAL IMPROVEMENTS STRIPING NOTES AND ESTIMATE OF QUANTITIES ITEM DESCRIPTION UNIT QUANTITY* QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION -- -- IN PLACE AND REFRESH EXISTING GOLF CART PAVEMENT LEGEND STENCIL QPROTECT 2 STRIPING/PAVEMENT MARKING SHEET 1 oz✓ WO NA d �; N& gE99 R� R.C.E. No, 46M REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE Q3 BACK -- -- 4QSTRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE LF 1,900 3A-112 (CA), DETAIL 38 5QSTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE LF 17,000 3A-112 (CA), DETAIL 39 QSTRIPE 6 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD LF 3,120 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 37 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 15,590 DETAIL 12 STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL Qg RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104 LF 1,330 (CA), DETAIL 22 1 STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER LF 1,005 CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B 11 PAINT 12 INCH WHITE DIAGONAL, 50' O.C. -- -- QPAINT PAVEMENT MARKING, TYPE PER PLAN EA 19 QINSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA -- -- PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA EA 37 QUINTA STANDARD PLAN 502 SIGN WITH NEW POST AND FOOTING (TYPE AS QINSTALL SHOWN) PER CALTRANS STANDARD RS1 AND RS5 EA 5 1 REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN EA 5 ON EXISTING POST, TYPE PER PLAN QSTRIPE 6 INCH WIDE WHITE LINE LF 550 1 STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE LF 970 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN REMOVE AND REPLACE CLASS 1 SURFACE MOUNTED TUBULAR 1 DELINEATOR, TYPE AND SPACING PER PLAN STRIPE 6 INCH WIDE YELLOW LEFT EDGE LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-105 LF 2,250 (CA), DETAIL 25 QSTRIPE 12 INCH WIDE WHITE DIAGONAL, 5' O.C. -- -- QSTRIPE 12 INCH WIDE WHITE CROSSWALK, PER CAMUTCD FIGURE 3B-19 AND CALTRANS STANDARD PLAN A24F -- -- QPAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER DETAIL A OR B ON SHEET 2 -- -- BASIS OF BEARING N/A BENCH MARK: N/A TE a 30° 6' 4 6' 4 6' 3.5' 37' RAISED PAVEMENT MARKERS 3 EA MIN. EXISTING MEDIAN NOSE DETAIL A: MEDIAN NOSE NOT TO SCALE EXISTING MEDIAN TAPER —Z DETAIL B: MEDIAN TAPER NOT TO SCALE DETAIL: BIKE LANE PAVEMENT MARKINGS NOT TO SCALE AC - BASE EMBANKMENT DETAIL: TAPERED EDGE NOT TO SCALE 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 QROFESS /G� 0 A. Q) A. o z CD R.C.E. 76730 m c'-' EXP. 12-31-24 -" �\s, 9 o�V \��,, PT ..Civil Engineering 'V±H±H-N Traffic EngineeringProject Management Contract Administration _WConsultin• .............. ............. ....... .......... PREPARED UNDER THE SUPERVISION OF: LORISSA A. GRUEHL, PE R.C.E. 76730 EXPIRES 12/31/24 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 1^ x i° ,., 4 �.,PROV>0g ell R E V I $1 0 14 5 DEPARTMENT OF PUBLIC WORKS ENGINEERING INVIS10N STANOARC PLAN No. 5O2 Nil. 1]Al'E )PUa� GOLF CART PAVEMENT LEGEND STENCIL SHEET 1 oz✓ WO NA d �; N& gE99 R� R.C.E. No, 46M DETAIL: GOLF CART STENCIL NOT TO SCALE IN THE CITY OF LA QUINTA DESIGN: DATE: 68-955 Adelina Road LG NOV 2023 Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: (760) 323-5344 LG PRIVATE REFERENCE: FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N A CHECK: CONSTRUCTION NOTES JN SHEET 2 SCALE: OF PER PLAN 20 SHEETS DATE FOR: CITY OF LA QUINTA W J W Z CURB GUTTER 1 CITY OF LA QUINTA 32' 24' ° I U Q RB GUTTER (:D_\ 6 32' 24' 1-2+00 - -_1 3+00 -+6E—) 15+0 16+00 17 8----- 1800 -----29+90 21+00 +08-3+00 /24+00 25+00 26+00 - -- --- - -----_� I ----�� --- � ` __ �------T---- --�—_4__ I I----�-��_ IZZZL IZZZL 6 MONROE STREET V� STA 10+00.00 MONROE STREET= 1 MEDIAN CURB AVENUE 62 COUNTY OF RIVERSIDE BEGIN SLURRY IMPROV. 27+00 -----9,8+00 29' 0 --/UIL--- —/tum 1 MEDIA CITY OF LA QUINTA BEGIN PVMT IMPROV. 30 0 31+00 32+00 33' 0,° 34+-0- 35+00 -- T----�— -- — - ----T� I -+===-F - 1- N CURB STA 36+44.21 MONROE STREET= AVENUE 61 SioP COUNTY OF RIVERSIDE I Z CITY OF LA QUINT/-. IQ w 27'± G - G -- H 0/H E EDGE OF PAVEMENT 1.1 Ip I+� �U_ IQJ r� Cn W W ID J I J 1=w IF --- En la 75 0 I I I Il c� I I 10 N 1 oW liiili 1�LL CURB & Q� >- CURB & II I I I CURB & �=In� 1 11 STA 43+11 GUTTER 1 32' 43, p 1 GUTTER ��I i� 1 GUTTER 43, 32' 6 1 Q J V 27'+ 6' END PVMT IMPROV. u) MONROE STREET _� __ - - G - _ - G - - G /""Tcn - - �-- — - �- - - ------------- ---- ----- -_---_----- -----+--++++ 1+ 52+0 6 53+00 4+00 55+00 56+00 C r 57+00 58-+U�===-GTAO--___- 0(�-- C 61+----�2+��__ G 63+ 0 ~ �+�0- _-44+-O�R-----s+0�------��0 47 00 48 0¢— 49 00 50 00 5 00� Qii"'r- � ---' - 9� L - 65+00 ---- �6+00 0 6T+00 r� - 68+U� 69+00 70+00 r� 71-+00 72+UU 74� 1 I / I-----�� I- I I I I I I I I I 'Y�1L I =--- '�` 1 ,. ------------------------ - --- -------- ----- -- 1 — - r=-= - I = _=--y--- r---� - ---- ----- - O �° � I _�+ — —I I T � � � — I � � � I �� ° °o ----- _ -�� --- _ —--i�---- ---/rte —_ �--------t,� - -,�--_ W I— W �— Z 12 6 EDGE OF PAVEMENT o 6 1 MEDIAN CURB 1 Z STA 63+09.49 MONROE STREET= _ O _J LJJ = W I AVENUE 60 (.0 EDGE OF PAVEMENT 24 _ 15 _ I = m U U W Cn ��— 1SCA a 1"_100' > 1 WAAA 75 I 12 v, O =1 CURB & 1 1 GUTTER Q 32'ry 43' - ---- --=--------------------------------- -- J X00 0 75+00 76+00 _7T+00 78+W o 79+00— 80+00 81+00 82+00 0 �3+00 Irv-—--—--a—�—�— _—--�_� --------------------- -Tr LJJ � -------/ice-= --=-iEi� --- — — — -,�-------------/�-- „- Z _I—T J 6 MEDIAN CURB 1 241+ 151+ = 1 EDGE OF PAVEME U W IWI QC/) 75; 1 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 100 50 0 100 200 300 SCALE: 1"=100' CITY OF LA QUINTA CURB & n/_0 STA 102+96 6 ;��,;i; GUTTER END SLURRY IMPROV. STA 104+82 s 6 BEGIN PVMT IMPROV. G - - -------------- - G 8OU 85+00 86+00 - 87+00 88+00 ��+ 0 90+� 91+0� 92+00 T� 93+00 94+00 X5+00 9_6 X97+0� 8+00 99+00 �f00+00 02+60 1 +�0— a — — ------ 92 k — ----------------- __ _ _ -- -------- I I I I --- ----' ------ ---- - ------/�-� - .,,, ------ire------,�------r�c�-----/��-------:�----,� --- -/iiia-- -—�_------- STA 86+39 MONROE STREET CITY OF LA QUINTA END SLURRY IMPROV. MEDIAN CURB 1 0/H E I COUNTY OF RIVERSIDE CITY OF LA QUINTA W'LY R/W E'LY R/W 1 (60') 5'p 6' (131±) (141+) I I 2%± 2%± (2%±) (2%±) MATCH OG 4:1 MAX PVMT. 11 1 SECTION GRADE SHOULDER AWAY FROM PVMT MONROE STREET ADDITIVE ALTERNATE BETWEEN STA 35+48 AND STA 43+11 NOT TO SCALE O O S -- G - 0/H E LEGEND: CRACK FILL AND TYPE II SLURRY SEAL CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER COMPACTED NATIVE CENTERLINE EXISTING EDGE OF PAVEMENT EXISTING SEWER MAIN (CVWD) EXISTING GAS MAIN (SOCALGAS) EXISTING OVERHEAD ELECTRIC CABLE (IID) CONSTRUCTION NOTES: OPROTECT IN PLACE OCRACK FILL AND TYPE II SLURRY SEAL 11 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER 12" SCARIFIED AND COMPACTED NATIVE 12 CONSTRUCT TAPERED EDGE PER DETAIL ON SHEET 2 13 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CVWD STANDARD PLAN S-113 O ID to r � lam Ic W I = IZ W U) IC) I— IQ 75 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. 0R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: `ORE y SHEET Cd: TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN C,_ EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF U 1- 8 0 0 N/A '� �` MONROE STREET PER PLAN 2O SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TqT v\P 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 CITY OF LA QUINTA W, + CITY 0'QUINTA OI CITY OF LA QUINTA �o CURB & CO STA 115+94 , 1 GUTTER 431 32' 6 � 121'X32' 11 13 61 12 13 END PVMT IMPROV. MONROE STREET I— Ill E its - 1, _-1�--_Lr==--------- = �.....fi.— + -----_ �Q _ 0/H 0/H 0/ 0+121�122+no 1 +00 -fi_�—�---fiU) w — + ---- --_r 120+ 19 —+DO- -1 -- r W Cn— -----— G -- -----� —�` 11[�--- —�—�— cam- — G —ice �_,___ __r_�u��--------------- u�— + --� _ E 1 a ,r1 S WER Z w I STA 116+21.67 MONROE STREET=� 1 MEDIAN CURB MH J w — o/H E o/H E AVENUE 58 00 STA 116+59 BEGIN SLURRY IMPROV. = v) I w U COUNTY OF RIVERSIDE I w Q I COUNTY OF RIVERSIDE I 'SCALE: 1"=100' �-^J1 Cy) I CITY OF LA QUINTA <CURB CURB & 6 N I GUTTER 431 32' U) \ I..Lr+n — — ��— ------ ---- -----------------A--------- ---- - LLJ O 013��r---�+no 1�� 1 144+00 145+�Q _X46+00 --- �0 = 14ti+��----149i =15----- —_ +-----_------- — _-4 n+nn 15-1 152+nn 15 �Q 15� ------- ----------- —-------- _ -------------------------- — ---- — — _ - -- ��------ MONROE STREET J LU MEDIAN CURB 1 7 72'X14' = w I COUNTY OF RIVERSIDE � C/) I CQ I G O O QI D z� + Q z 1 CONIC. 0o U� PVMT. 1 SEWER1 CURB & I Co LL 7 1 d01s 30'X20' 7 MH GUTTER 43' 32' I Ir—w UJ — _ Q 1 31 x1 1- + _33�Q r +00 135++ G 136+00 J -+ ----r--F---r---�- -� I - � I � � I Q SEWER —IZLIZ- - — — 1 MH 1 MEDIAN CURB w 0 1 GAS I z VALVE I = LU IU w �U) I Q 2 O CITY OF LA QUINTA I + & I C0 LL CURB GUTTER 1 I -r-LLJ 32'± Q J 43' I— _ _ _— _ _-_--_-- - -_-- _ ---- _ _---------- - - O -------------------------------- +�Q 160�(� 1 fit �� 162+00 -__-� ,±O------66+�� 1- - 16 --= 156+00-----�57+�Q---=— +---------------------------------_----------------_----+----- 4LLL�� - — z O J COUNTY OF RIVERSIDE I = w I0 UJ I-___ co I QQ G z O I IIIi i i II z zwi LO + I I+ J w w v CITY OF LA QUINTA Q I+ l CITY OF LA QUINTS >_ cn Q z J I O I � C�=n 82'X50' 7 III �I j WATER 1 CURB & C 1 CURB & a 1 CURB & �� N v „I''ido�s i I I 1 VALVE GUTTER 43 32' 120X6 7 a GUTTER 43' 32' GUTTER 7 I_ , L 1 J- 50'X32' 7 �'° 0/H E 4 EA - aois 41 Lo t— ----- ' - � 0/H E 0/ 0 E � - - 0/H E 0/H E e 0/H E 0/H E 0/I I C 0/H E - - - - 0/H E — H E - � li LU W + 7_1-++ W 172+00 --1 73-+W 174+00 175= -176+00 77++Q — 7179+im-- - 179�Q 180+iT0------ fA'r0o 182+00 183+�Q Vv 184+00 18�+ �_ 86+ -- �F�T+nO ---- 18£3�TO- Vv 18gf�00 190+00 191+00 �fS2+00 T9 00 194+�� 1 + 0 196+00 197+0 -------- - I U) w -- - -- - J- I + rl-----C---��- - --- --------------------------------------------�-------- -- -- --------- - - -- ------------------------------- --� 0- X58+� + - - �- 0 _ _ -i�% -- �r -=-ice �� --,uu� —ice -T _------�tu��_ ��- --------^-----------------------�rl� w 6 -_- GAS- W (� z 0 I sib- 1 X -GUTTER 1 MEDIAN CURB 6 MONROE STREET 1 MEDIAN CURB S — S— VALVE 1 I z UJ GAS 2 EA J VALVE 1 = w I 2 EA Q I STA 169+70.83 MONROE STREET= 209'I= U) O> I w AIRPORT BOULEVARD COUNTY OF klvtRSIDE co I JI : 1 SCALE"' Q I Q p �OUNTYY Ur KIvtK0IL =100 I a m 2 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 100 50 0 100 200 300 SCALE: 1"=100' CITY OF LA QUINTA W'LY R/W 4 (60') COUNTY OF RIVERSIDE 5' 12 6' (13'±) (13'±) I 2%± 2%± (2%±) (2%±) MATCH OG 4:1 MAX PVMT. 11 1 SECTION GRADE SHOULDER AWAY FROM PVMT MONROE STREET ADDITIVE ALTERNATE BETWEEN STA 104+82 AND STA 115+94 NOT TO SCALE E'LY R/W W S G - 0/H E LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER COMPACTED NATIVE CENTERLINE SAWCUT LIMITS EXISTING EDGE OF PAVEMENT EXISTING WATER MAIN (CVWD) EXISTING SEWER MAIN (CVWD) EXISTING GAS MAIN (SOCALGAS) EXISTING OVERHEAD ELECTRIC CABLE (IID) CONSTRUCTION NOTES: 0 PROTECT IN PLACE OCRACK FILL AND TYPE II SLURRY SEAL OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY 11 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER 12" SCARIFIED AND COMPACTED NATIVE 12 CONSTRUCT TAPERED EDGE PER DETAIL ON SHEET 2 13 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CVWD STANDARD PLAN S-1113 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 41, Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: Contract Administration OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: `ORE y SHEET Cd: TOLL FREE I BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF U 1-800 N/A '� �` MONROE STREET PER PLAN 2O SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr l ��\P 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 QUINTA 0 0 L+ I CITY OF LA OUINTA (`ITV OF LA QUINITo li IFlI�I CITY OF LA QUINTA I O OO I I i l Ali I M LL N CURB & STA 222+22 I 1 GUTTER END SLURRY IMPROV. SIGN & I CURB & C� W 43' STA 203+91 POST 1 51' 7 1 GUTTER I Q J Q o/H E BEGIN PVMT IMPROV. 11 13 13 6' 13 12 13 STA 221+30 w"Il - 49' I— W I - - o H 13'- -------- _ ------ E - o/H E o/ti - W - - - - - + _ PVMT IM r / - - - - _ � - ---- - o/H E I C/� G � H F ..... ............. .. o/H E o/H E o/H E 43' O END PROV I .' o/H 32' T 0 _ _ 22 W (%� � -`l X14 ' j�� -LL1lL _ ZB+� - +UO t�30+0U W 41 6 MONROE STREET _ - _- _ -® 2.31+00 23 z W I S S 6 STA 222+51.80 MONROE STREET= IIsioP -209 _ _ G _ ![!1�— G__ _ --� �- E -�- - _- �__ z O J W I AVENUE 54 i STA 222+88 MEDIAN CURB G _ Cn I COUNTY OF RIVERSIDE7 w I BEGIN SLURRY IMPROV. _ W CAUTION! U EX. 8" HIGH I COUNTY OF RIVERSIDE z I COUNTY OF RIVERSIDE I () W SCALE: 1"=100' > PRESSURE GAS MAIN � U) Q I Q0 I Q 0 0 + I CITY OF LA QUINTA CITY OF LA QUINTA CV co N 1 CURB & CURB & Q = I GUTTER 32' GUTTER 1 v -- H F o/H E 6 43 MONROE STREET E 0/H E 0/H E 0/H C 0/H E ----------------------------------------- -- -- ---- - - - - - - - ----- - ---- - --- +00 - -U3,+90 - 234_+007-- 235+00 __5236+00 37+00 238_+00 sem__ 239+ _ X24.0 00 241 +�O _ 242+_00 —_4_3+00 x+00 245+ 246+0� 247+00 J _ Lu G G G - G L1L1L z I 1 MEDIAN CURB - G - 41 C{ , J W COUNTY OF RIVERSIDE CAUTION! EX. HIGH SEWER W I PRESSURE GASS MAIN � � — MH U� I I SCALE: 1"=100' 120' I_— I COUNTY OF RIVERSIDE El 19 100 50 0 100 200 300 SCALE: 1"=100' 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. CITY OF LA QUINTA W'LY R/W 4 (60') COUNTY OF RIVERSIDE 5' 12 6' (13'±) (13'±) I 2%± 2%± (2%±) (2%±) MATCH OG 4:1 MAX PVMT. 11 1 SECTION GRADE SHOULDER AWAY FROM PVMT MONROE STREET ADDITIVE ALTERNATE BETWEEN STA 203+91 AND STA 221+30 NOT TO SCALE it H WATER 1 VALVE 2 EA j AVENUE 53 END SLURRY IMPROV. E'LY R/W W S G - 0/H E LEGEND: CRACK FILL AND TYPE II SLURRY SEAL PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER COMPACTED NATIVE CENTERLINE SAWCUT LIMITS EXISTING EDGE OF PAVEMENT EXISTING WATER MAIN (CVWD) EXISTING SEWER MAIN (CVWD) EXISTING GAS MAIN (SOCALGAS) EXISTING OVERHEAD ELECTRIC CABLE (IID) CONSTRUCTION NOTES: 0 PROTECT IN PLACE OCRACK FILL AND TYPE II SLURRY SEAL OPAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE OVERLAY 11 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE OVER 12" SCARIFIED AND COMPACTED NATIVE 12 CONSTRUCT TAPERED EDGE PER DETAIL ON SHEET 2 13 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CVWD STANDARD PLAN S-113 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QRoFESS/O� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. 0R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: `ORE y SHEET Cd: TOLL FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN Dl -EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF U 1-800 N/A '� MONROE STREET PER PLAN 2O SHEETS r(r 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr l \P 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 QUINTA 5 1 A 26+1b BEGIN SLURRY IMPROV. O wQ� LU z I 10' / 7 —� �7+00 — 26+00 �_----- � 7 _moi 2 3 80' 68' 59 CURB & GUTTER STA 27+25 BEGIN SLURRY IMPROV. 9 4'X4' C, 4'X4'(91` �O LU J O m 1 CURB & 1 MEDIAN CURB GUTTER -_ J 9 4'X4' ------------------ — WASHINGTON STREET — +004+00 CAL 36+00— ��+00 } ---- ---- -=— I - + 38+00 39+ o0 —f—f-------_ —a+oo 1 CURB & g 4'X4' GUTTER MEDIAN CURB 9 4'X4' 6 10' IIII�lIII� IwI�I �I > I � II 0 I � � I ?>> II I I STA 46+51.35 WASHINGTON STREET= z I InI EISENHOWER DRIVE w I µ _43+00° _ 44+00 _ 45+00 °o t--- 4 2+� _ My I I 9 4'X41 Lam - STA 46+11 / --- END SLURRY IMPROV. crei r."_inn' ' SCALL. 1 = 1 V V 100 50 0 100 200 300 SCALE: 1"=100' UJI STA 10+00 AVENIDA I � A FONDA= STA 16+36 AVENIDA BERMUDASL I W I I END SLURRY IMPROV. 1 0 CURB & 00 1 10' 3 2 CURB & STREET 1 GUTTER, TYP. 1 Al . I_ 5 41 GUTTER PAVERS, TYP. 1 - 1 ° 1� I 35' _ p 20+00 1 ---------- --------- _ - i I 1- - w 38 __ o ,- -LCID--1--------------- 21,E I� 11+ 141 1-11 �� G �or�q 14-�+�� +ir�S�° �;�g+pp =oI 1\_38 W, -X 1- �Q w LLJ w 3f O ��J*� a®o®� ®®�® A�/�NIDA_LAFONDA, i I 2X10 9 �� * * * * - + I ±+ + ± + + �, \ STA 37+08.57 AVENIDA LA FONDASTREET z0 I i I / a \� WASHINGTON STREET � � / I (V — ---- -- ---- ---------------- ------ _� -I STA 16+84 �� \ 8 2'X 10 I 0 I I I� � LL 41' MEDIAN y �2 STA 36+60 z CURB & MEDIAN J w ( 5 1 5 BEGIN SLURRY IMPROV. �� END SLURRY IMPROV. I z I GUTTER 1 CURB 1 Q I w m I SPEED CURB & 1 CURB, TYP. 5 - �\ I Q I 24.5' I �lsl lU Q J Q I I 1 HUMP, TYP. GUTTER III _I I STA 16+60.23 AVENIDA LA FONDA- ��\ `� 9 4'X4' I AVENIDA LA FONDA I I - AVENIDA LA FONDA w I STA 10+26 I -I I DESERT CLUB DRIVE ��c2�` 36 33' II (� > I III -II II® -I I o 4'X4' 9 — -��, �6+00�-- —27*A� 29+00 — 0� 3�+00 32+00 33+GO� — 4+00 35+00 36+00 3 (�0 38+00 9++00 44+00 4 +0 42 Q I BEGIN SLURRY IMPROV. I I I O C �'76' � — �I J II T -----------T----- -----T------T O 1T----- 8 I Si�P STOP STOP FSTOP II � Q Q I +� I I 24.5' 6 S/� J a 2X33 8 J w r ��„ w 6 p rGUTTER, CURB 1 2X4 9 I I I= w w w J STA 37+67 Q CURB & I I w Q w Q BEGIN SLURRY IMPROV. Q I 1 GUTTER I w U J I II 1 1 1 I� Q I I I J J I I I II Q I I I I I I I� I it F— II i ,I Q U U W J Q U 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 100 50 0 100 200 300 SCALE: 1"=100' LEGEND: CONSTRUCTION NOTES: 0 /STA 50+85.74 AVENIDA LA FONDA= 1 OCRACK FILL AND TYPE I SLURRY SEAL PROTECT IN PLACE + / CALLE RONDO O CN = I CURB & / II MEDIAN CRACK FILL AND TYPE II SLURRY SEAL O SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE I 1 GUTTER, 1 CURB, TYP. CURB; AND CURB AND GUTTER Y 38' � 24.5' � AVENIDA LA FONDA PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA U) w 00 43+00 44100 45+00 4 +00 47+00 48+00_ 49+00 50+00 CONCRETE OVERLAY O3 STANDARD 201, 3" DOWEL INTO ADJACENT EXISTING w % Ii = I I T I� I� � 1 I � I CONCRETE CURB z O o o I — — — OQ PAVEMENT REPAIR TYPE II: EDGE REPAIR AC SHOVING O CONSTRUCT 6" CURB PER CITY OF LA QUINTA STANDARD 210, m0 z 3" DOWEL INTO ADJACENT EXISTING CONCRETE CURB 38 L 24.5 O PAVEMENT REPAIR TYPE III: FULL DEPTH AC w I o 6 GUTTERUTYP. 1 � RECONSTRUCTION (DEPTH PER PLAN) O CRACK FILL AND TYPE I SLURRY SEAL (� w I I J (f) I IwI STA 50+63 U CENTERLINE CQ I QI I BEGIN SLURRY IMPROV. O6 CRACK FILL AND TYPE II SLURRY SEAL G U SAWCUT LIMITS O PAVEMENT REPAIR TYPE I: 2" GRIND AND ASPHALT CONCRETE 7 OVERLAY OPAVEMENT REPAIR TYPE II: EDGE REPAIR AC SHOVING; GRIND AC SHOVING 2" BELOW ADJACENT SURFACE AND 2" OVERLAY OPAVEMENT REPAIR TYPE III: REMOVE AC (4 1/2"), COMPACT EXISTING BASE, AND VARIABLE OVERLAY (4 1/2" - 5 1/2") 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O A. SP �R �� Project Management (760) 323-5344 LG N A Underground Service Alert Consulting PRIVATE REFERENCE: �� o��S�Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS CHECK: `ORE y SHEET Cd: TOLL FREE I BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS JN A � EXP. 12-31-24 � PREPARED UNDER THE SUPERVISION OF: SCALE: OF `� � WASHINGTON ST +AVENIDA LA FONDA N s r% 1-800 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr 0 / v P PER PLAN 20 SHEETS PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAL_ 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: 09/30/2 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA N UJ � I I 0 o II z STA 10+79 > BEGIN SLURRY IMPROVEMENTS _1+00 — 12+OQ�; 11-3.+8E_ -- --_ _4 STA 10+00.00 CALLE MADRID= 10 AVENIDA CORTEZ w I � I < ¢ 0 � I> ¢ z Iw I O O0 O 1 0 I CURB & I z I I I o GUTTER, 1 >(%-W z w dols) ¢ J dols TYP. �s do1s CALLE MADRID Q UI ---- _- J - 18+OQ a_9_+8�_}@ _ G9 ��- 00 -- 24+00— = 25+00 -- 26+00 - ---7-- +i +--_-1=--- +----+-----F-= _ T- -+36 +---33 �----H ------- - --- --- ------ ----------- ---- � �r-- - fir= — � - 4 Ld J Q U N i l i l ySTA 40+98 z I I z I I. LU w END SLURRY IMPROVEMENTS > > 6 dais 1 dossl ¢ � dols 1 dolsl ¢ I I -- `' 31 + 3 Ou— ----= +0�117Ir" 00 +0 38 -- 39+00 —4B±gam FF" El 1(0sioP STOP X -GUTTER, Q� sioP ^� sioP sioP O CURB & ssoP O C 1 I LU I� 1 GUTTER, Q TYP. I; J TYP. Q Z Q I I w1� IQ >I IQ 0 Q 0 ¢ 0 0 I I I I I w I I I I w I I I w I I z l w Q Q > ¢ Q 100 50 0 100 200 300 SCALE: 1"=100' AVENIDA MARTINEZ AVENIDA MENDOZA C I (SEE SHEET 8) (SEE SHEEN 9) / // ' , / / O I o i ii/ II LU LU '% CURB & C\1 p I 1 GUTTER, w 6 STA 48+00 (n I 36' 1 TYP. > END SLURRY IMPROVEMENTS 00 1 43+00 44+0 5+00 46+OGk 47+00 484'00 W O o z I N + CALLE MADRID 33, ��' / STA 48+21.15 CALLS MADRID= CO J CURB & z `– JaQ- AVENIDA BERMUDAS W GUTTER, 1 z I 1 X -GUTTER, \ W I TYP. TYP. 0 o I �� Q Zr+ \ �/ C I w �t G Q Q" AVENIDA MARTINEZ (SEE SHEET 8) 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. AVENIDA MARTINEZ (SEE SHEET 8) �I C) w + —z ii < II ¢ Ilo II z qi > i N Z W (n / 0 W - W W C/) Q AVENIDA MENDOZA (SEE SHEET 9) I 1 0 0 + IT EDGE OF PAVEMENT RIBBON 11 9 — /CELL X -GUTTER i X -GUTTER 1 GUTTER 20' - 10� 7777/ I o 7777/ — ~— - �11LL I /L/1L 10' ¢ O I RIBBON z I I GUTTER 1 w I I 0 0 I w I� Q �~l � I I �lll �i AVENIDA MENDOZA (SEE SHEET 9) 40 20 0 40 80 120 SCALE: 1"=40' X -GUTTER /10' 7777/ / T 20' 10' EDGE OF PAVEMENT ;TA 41+40.12 CALLE MADRID= EISENHOWER DRIVE STA 41+77 BEGIN SLURRY IMPROVEMENTS I I� I CONSTRUCTION NOTES: 1O PROTECT IN PLACE O6 CRACK FILL AND TYPE II SLURRY SEAL LEGEND: CRACK FILL AND TYPE II SLURRY SEAL CENTERLINE - /ZZZL EXISTING EDGE OF PAVEMENT LU U) O � W it � C I LU I� J m LL II I:z W W I I w1� IQ J I I I' U)� w05 U) G EISENHOWER DRIVE STA 41+77 BEGIN SLURRY IMPROVEMENTS I I� I CONSTRUCTION NOTES: 1O PROTECT IN PLACE O6 CRACK FILL AND TYPE II SLURRY SEAL LEGEND: CRACK FILL AND TYPE II SLURRY SEAL CENTERLINE - /ZZZL EXISTING EDGE OF PAVEMENT 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/off Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR �� Project Management 760 323-5344 PRIVATE REFERENCE: �� o� �Fti �� Contract Administration ( ) FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS LG N A Underground Service Alert v Consulting CHECK: kl/ Call: TOLL FREE BENCH MARK: w R.c.E. 7673oSLURRY SEAL LIMITS JNSHEET 7 N/A Dl -EXP. 12-31-24PREPARED UNDER THE SUPERVISION OF: scALE: OF�-800 �CALLS MADRID +ALLEY PER PLAN 20 BRYAN McKINNEY, P.E. DATE SHEETS 221-2600 N0. DATE INIT. APP'V'D DATE Tqr l \P 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 CITY OF LA OUINTA 42- U) O � W it � Z J m W W I I �Q U) I C I 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/off Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR �� Project Management 760 323-5344 PRIVATE REFERENCE: �� o� �Fti �� Contract Administration ( ) FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS LG N A Underground Service Alert v Consulting CHECK: kl/ Call: TOLL FREE BENCH MARK: w R.c.E. 7673oSLURRY SEAL LIMITS JNSHEET 7 N/A Dl -EXP. 12-31-24PREPARED UNDER THE SUPERVISION OF: scALE: OF�-800 �CALLS MADRID +ALLEY PER PLAN 20 BRYAN McKINNEY, P.E. DATE SHEETS 221-2600 N0. DATE INIT. APP'V'D DATE Tqr l \P 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 CITY OF LA OUINTA Q CALLE MADRID U (SEE SHEET 7) ' � z I I I Q I to w IN o I �U_ I Lii STA 10+21 I' GUTRER 1 I J 1 1 X -GUTTER, � I Q J BEGIN SLURRY IMPROV. 6 TYP. 1 b U TYP. U w ��+G� 12 -@x- 4+G� 45+00 16+00 ^��- 0 *��1 @6 -20+00- +08- 2+80 �3+0� -24+00 - - 26+00 27+00 28+00 -29+88- -30+00 34+00 _ 2+08 33+00- 34+A0 -�5+0�--36+09-� x+00- 3 + 0 - 39+00- 40+00 - X1+@0= 42I J �� - I + , 4 "T� °; - 36' `4 33' I - �� 1 I + I �� - I � � �I I � - I " I � I - �� - a I � I + I -�� Q T t �C<�Dl L1J I AVENIDA MARTINEZ 1 I 6 CURTER I J c � \\\ \ Q + 0 1 TYP. 0UJ � 2 QLU U w STA 10+00.00 AVENIDA MARTINEZ= J I � (n AVENIDA BERMUDAS v I U I I l aC G CALLE MADRID (SEE SHEET 7) CD Q CD I I I j II U Q = I � 1 X -GUTTER, STA 58+20 CD J TYP. C I 6 U BEGIN MASTIC IMPROV. L A . AA X00 43+88 _ 46+88 �+GG- 48+00 9+GG �0+08 - 0' 52+00 53+00 rV.� 5 + 57+ LU o I ° I Z w CURB & AVENIDA MARTINEZ - � I � GUTTER1, = wI w _ V U)o TYP. crni r."_inn' w 211 I SCALL. 11"707- w � I V V �I �I 100 50 0 100 200 300 SCALE: 1"=100' 0 108 63 00 ;33 c LU I II J 0 O z UJ J J Q U ------- ----I STA 10+00.00 AVENIDA MARTINEZ= — — _� EISENHOWER DRIVE r -= 0 0 0 0 __ __ EISENHOWER DRIVE -_ 0 0 0 0 El ---- \ /7i - _STA 97+34.15 AVENIDA MARTIN�� T� CURB & EISENHOWER DRIVE �� I k 1 GUTTER, TYP. O i / STA 10+99 O z I, 1� i O i Q ii BEGIN SLURRY IMPROV. z I� 1111 Q STA 96+11=yI\_� 1 \ I I I II II p END SLURRY IMPROV. / �ti / ��_ \ z <� 6 40 CURB & w I I ! 1�j1 J hx / i O= i `�i 36' \ STA 15+80 t.! J STA 84+10 I II �� I I Q I GUTTER, 1 I U END SLURRY IMPROV. I �u I X -GUTTER, Q i �� /j�� i►� _ �2' `� \ END SLURRY IMPROV. I it LL TYP. 1 U 10 6 ' o\� AVENIDA MARTINEZ TYP. i I UJ �00 - 75 00 76+ 0 78+00 79+06--- 8- 81+00 - - 82+00 - +@� 84+ I 85+00 86+00 X00- - 88+00 89+00 �J8*00= 9 +Oq +0 93+-00 �34�0 / i Q / i �� \ �� o x+00- 15+00 1 +00 I I J ter' 36'- 1-32' +\G pC3 i� z Q o Ip CURB & ��j �� CURB & AVENIDA MARTINEZ EI O �� 0P U STA 77+50 6 � =1 I 1 GUTTER, GUTTER, 1 �\p STA 84+99 STA 90+92.94 AVENIDA MARTINEZ= 1 6 � � J END MASTIC IMPROV. I Q n TYP. TYP. STA 16+20.74 AVENIDA MARTINEZ= O II I I BEGIN SLURRY IMPROV. CALLE HIDALGO I / \ 111 I z �� n l I I I I� �� LA QUINTA COMMUNITY PARK �� I III CALLE TAMPICO ` i I F- U w �n I'� I i �� III" I� J I` I I� I I I I I I H U vJ J Q � I� n ��I ! III _ ,i . e_ ! i �� I I I i 75I U ALLEY (SEE SHEET 7) 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. O D LEGEND: CRACK FILL AND TYPE II SLURRY SEAL CONSTRUCTION NOTES: 0 PROTECT IN PLACE PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TOO CRACK FILL AND TYPE II SLURRY SEAL LARGE CRACKS AND GAPS CURB & 1 GUTTER, TYP. PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO CENTERLINE 10 TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30' O.C.; AND GAP BETWEEN GUTTER LIP AND PAVEMENT H I ~ W Q J 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 S1 Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� LG Project Management (760) 323-5344 PRIVATE REFERENCE: �� o� �Fyl � Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `°RF Y° Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS �N SHEET g N/A EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: OF * AVENIDA MARTINEZ SCALE: 1-800 s P PER PLAN 20 SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE 1' PUBLIC WORKS DIRECTOR/CITY ENGINEER F �F CAL�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 CALLE MADRID (SEE SHEET 7) im I I i O o z IN 1 Q LL J+ CURB & I X -GUTTER, 1 J I I Q Lii J GUTTER, 1 I TYP. a J U TYP. I— I\U l U I I _ I w 0 j --2+00— I 13+0 —14+09 �5+00— I 46+00— 17 a 9+00— 20 I+00 21 +00 2;,v — 23+004+ X5+00— —26+90+88— x+68=29+90 �8+90— 1 00 j0� 3+80 �4+0� X5+00—V��6+037+00 - — 39+00 40+00 x+00 i J —FJ I� — I T T I (' 1 1 — 1 �J I 1 1 1 1 '_ ' 1 fJ 1 1 1o I _. I o�� I fir— 1� I �� — �� I � 33 x_36 � I � ��— w 0 l Q 9 AVENIDA MENDOZA T i / \ � I I STA 10+00.00 AVENIDA MENDOZA= z 6 CURB & O 0 1 1 TYP.GUT I= w \ AVENIDA BERMUDAS J O w \\\ \\ J U \\ \\ o UwC_J I \\\� _ Q Q �\� a U �75 OI I w O J + I a =I CURB & I w `D GUTTER, 1 ITYP. I I 6 U 43+00 — 0 I 46+90 —46+99- 414 0 48+00 49+00 — 39+00-- __54:40 LU Z I / STA 51+14 J w = BEGIN MASTIC IMPROV. vwl � QI U O a O I o 1II N�,I z iiih� CURB & LU Q GUTTER, 1 Q TYP. 6 �J o U J � X00 75+00 - 6 (P I 98 0 wC)- T of o z o I STA 77+04 l J END SLURRY IMPROV. l �\• I I rl� I U w I II II III I I 'Il I Q75 I I + o f 2 0 36' 33' 0 SCALE: 11"=100' X -GUTTER, TYP. 100 50 0 100 200 300 SCALE: 1"=100' II STA 88+47.36 AVENIDA MENDOZA= STA 78+01 X-GUTTER AVENIDA MONTEZUMA BEGIN SLURRY IMPROV. 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. I 0 D JI a z w co z w U, J J a U AVENIDA MENDOZA STA 10+43° �I BEGIN SLURRY IMPROV.: I I alp I w� �ZJ L '0� . -- LA QUINTA COMMUNITY PARK I o 21 END SLURRY IMPROV. �a Iq D a Nza LUI I � I I I 1 L JI ALLEY (SEE SHEET 7) j11 11 I H I STA 13+99 i i II END SLURRY IMPROIT I J AVENIDA MENDOZA+68- 13+ U _ ICi 6 40' I IISTA 14+38.27 AVENIDA MENDOZA= l I I CALLE TAMPICO I I1 I STA 10+00.00 AVENIDA MENDOZA= I j I jl I N IJ AVENIDA MONY EZUMA ALLEY (SEE SHEET 7) O O LEGEND: CRACK FILL AND TYPE II SLURRY SEAL O ti w STA 70+44 I Q J END MASTIC IMPROV. 8 — 9+ 0 d 71 g 72+00 +AB- = 74J O Q— CURB & z U I 1 GUTTER, I Jzi m TYP. I = w L) Iw w l l U, a Q U CONSTRUCTION NOTES: 0 PROTECT IN PLACE PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TOO CRACK FILL AND TYPE II SLURRY SEAL LARGE CRACKS AND GAPS PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO CENTERLINE 10 TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30'0.C.; AND GAP BETWEEN GUTTER LIP AND PAVEMENT 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 S1 Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� LG Project Management (760) 323-5344 PRIVATE REFERENCE: �� o� �Fyl � Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `°RF Y° Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS �N SHEET g N/A EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: OF SCALE: U 1-800 AVENIDA MENDOZA PER PLAN 20 SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE 1' PUBLIC WORKS DIRECTOR/CITY ENGINEER F �F CAL�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 a9+90=-- X90— —82+00 = 4+OP --&5+00 0(__ a — 1 36'- 132' AVENIDA MENDOZA I T 6 O CURB & STA 77+26.82 AVENIDA MENDOZA= GUTTER, CALLE SINALOA Q 1 p TYP. _ I J I I 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. I 0 D JI a z w co z w U, J J a U AVENIDA MENDOZA STA 10+43° �I BEGIN SLURRY IMPROV.: I I alp I w� �ZJ L '0� . -- LA QUINTA COMMUNITY PARK I o 21 END SLURRY IMPROV. �a Iq D a Nza LUI I � I I I 1 L JI ALLEY (SEE SHEET 7) j11 11 I H I STA 13+99 i i II END SLURRY IMPROIT I J AVENIDA MENDOZA+68- 13+ U _ ICi 6 40' I IISTA 14+38.27 AVENIDA MENDOZA= l I I CALLE TAMPICO I I1 I STA 10+00.00 AVENIDA MENDOZA= I j I jl I N IJ AVENIDA MONY EZUMA ALLEY (SEE SHEET 7) O O LEGEND: CRACK FILL AND TYPE II SLURRY SEAL O ti w STA 70+44 I Q J END MASTIC IMPROV. 8 — 9+ 0 d 71 g 72+00 +AB- = 74J O Q— CURB & z U I 1 GUTTER, I Jzi m TYP. I = w L) Iw w l l U, a Q U CONSTRUCTION NOTES: 0 PROTECT IN PLACE PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TOO CRACK FILL AND TYPE II SLURRY SEAL LARGE CRACKS AND GAPS PAVEMENT REPAIR TYPE IV: APPLY ASPHALT MASTIC TO CENTERLINE 10 TRANSVERSE CRACKS LARGER THAN 1 1/2" @ 30'0.C.; AND GAP BETWEEN GUTTER LIP AND PAVEMENT 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 S1 Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� LG Project Management (760) 323-5344 PRIVATE REFERENCE: �� o� �Fyl � Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `°RF Y° Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SLURRY SEAL LIMITS �N SHEET g N/A EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: OF SCALE: U 1-800 AVENIDA MENDOZA PER PLAN 20 SHEETS r(� 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE 1' PUBLIC WORKS DIRECTOR/CITY ENGINEER F �F CAL�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 ' II I; CITY OF LA QUINTA I LIMIT LINE 1 TYPE IV R81 (CA) Iml 12°X$° END R81 B (CA) 16 8"X5" �dO1S II DETAIL100' 38 1 ARROW (R) 3 �\ 1 11 3 DETAIL 29 1 — - — - - — - — LO ��_ I -- CN — ----- F------ ---- --I ---4 ------------------ =— W Z) 'STOP' TYPE IV ZI 1 2 E —/1[/L--- 6 100' /L/1L LU 1 ARROW (L) DETAIL 25 1 >23 _ COUNTY OF RIVERSIDE T STA 10+00.00 MONROE STREET= STOP AVENUE 62 LANE BIKE A R7-9a 7 A 12"X18" // 5 — - _ 7 _ 00 X3=+00---------- 24+00 --25 ---=--------------- 26*00-------- r 27+00 --- 4---------- =I -------1------------ — =----- I 1 1 --- MONROE STREET DETAIL 25 1 28 -+09 -- w J BIKE �� I J z 15 LANE I ZLLJ Q 5 R7 -9a 14 i 2 J 12"X18" __J U 6 100' - — � -- 23 23 co - ----- --- - _ - - - - - - - - TE 00 ------------ X7 99 18+00 19+00 -------------------- 2-0+0-0--- 2-I +uu- � --- fE++M--- —--- I � — MONROE STREET STOP' — /U1L //11L — 1ZLL — —I/LL — /U1L — //-LlL - ILZIL //11L — - 'AHEAD' DETAIL 25 1 . C) N � N W Q J F___ W J I' 0 w 0 I z G J I= w C) LLI I� U) 75G CITY OF LA QUINTA BIKE 15 LANE 11 R7 -9a 12"X18" _ a 00 Ew: ---29*00---------------- -----2&+-0®----- ------------ - 32+00 ------ ----4__ ------1 ----- _ �- =------1=-----�=---------1- _------------------- =1- SC/AILE. 1"=40' 40 20 0 40 80 120 SCALE: 1"=40' 342' TRANS I 0 I LO LLL CO N7/L,/1 4 W I 33+00 -------------------- 34±00 i --------------- ------ --/�-- 23 COUNTY OF RIVERSIDE Q J r 1 \ DETAIL 29 I U) O w� 35+00 j z O F<EMUVE AND KEF'LAUE ULA55 1 SUKF-AUE MUUN I ED I UBULAK DELINEATOR, TYPE AND SPACING PER PLAN I U) <5 REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE I PAINT 12 INCH WHITE DIAGONAL, 50'0.C. OCD � IO + TYPE FAT CITY OF LA QUINTA + (� = I CITY OF LA QUINTA 100' O.C., TYP. 19 6 YELLOW I M UI I - - SOLID LINE, 100' 1 I Q � 18 6" YELLOW ______ W I �� ___ 1 SOLID LINE, 50' ------------------- I LU _ I W - — ,�Cn Lu �� -- -- MONROE STREET ------ ----- ------------------ -- - - ��-----------------------�� ------ --------------�,- — ------------------------- — — ——/-_------------� ---- W _ - Z Z Q 36+00 37+00 N N 43+00 44+00 45+00 46+00 47+00 48+00 ______,c9+ — — � — -{tf 1 +00 �2 �6 — �'3 ------- -- — — — — J -------- M - c) = IMONROE STREET �DETAIL 6 Iw W — (1) W -J' / 1 DETAIL 27B r CITY OF LA QUINTA (/) w 11r DETAIL 27B 73 zll c�Ilp STA 36+F L MONROE STREET= 1 C w COUNTY OF RIVERSIDE V AVENUE 61 c > CITY OF LA QUINTA 744' TRANS a � 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. CITY OF LA QUINTA COUNTY OF RIVERSIDE 8' 7' 11' (6) SB X SB BIKE LANE N THRU LANE - -- - ---- - -- 11 5 Z&DET. 25 MONROE STREET TYPICAL SECTION BETWEEN AVENUE 62 AND STA 33+14 NOT TO SCALE CITY OF LA QUINTA 6' (13'±) (14'+) SB NB THRU LANE THRU LANE BIKE LANE 15 R7 -9a �Nd� 12"X18" I 7 5 MONROE STREET ADDITIVE ALTERNATE BETWEEN STA 35+48 AND STA 43+11 NOT TO SCALE STRIPING NOTES: Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION F<EMUVE AND KEF'LAUE ULA55 1 SUKF-AUE MUUN I ED I UBULAK DELINEATOR, TYPE AND SPACING PER PLAN REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE 11 PAINT 12 INCH WHITE DIAGONAL, 50'0.C. BACK STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA 3A-112 (CA), DETAIL 39 QUINTA STANDARD PLAN 502 STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD FIGURE 3A-112 DETAIL 39A INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS SHOWN) PER CALTRANS STANDARD RS1 AND RS5 (CA), PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER ON EXISTING POST, TYPE PER PLAN QCALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER GREEN RECTANGULAR BACKGROUND, 3.5'X37' DETAIL A OR B ON SHEET 2 STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE 1 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/ Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. 0R �� Project Management (760) 323-5344 LG N/A PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting CHECK: `°RE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 1O C,_ EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF U 1— 8 0 0 NSA '� �` MONROE STREET PER PLAN 2O SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr v\P 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 CITY OF LA QUINTA Y CITY OF LA QUINTA U I O 0 j �\ 6" YELLOW O I rV \\ 1 SOLID LINE, 100' 1 DETAIL 6 1 + � DETAIL 29 co I - - L Cn w I ------ —------------------------------------------------------------------ ------------- Lcc�------ _----�L--_ ---- +0 ----- Q0 -—------------th2L— -------- -35+00 59+00 60+00 UJ Z W I DETAIL 27B 'STOP' J w 1 AHEAD' 1 = w I CITY OF LA QUINTA U W Q O I 11 5 O 10 348' -------------------- 'STOP' AHEAD' 7 14 1 2 EA Q (D ._ JaU)�_-----------`_____ ----�$+ --T-----------Q-- ---- 0------------------69X00 67+00 6 --------- LU --- _----_ Z 1 ---- -------------------------------- -------------=--=---------- -------------------- - ---- M J w 1 ---------- -------—---rt----nt�t-_ =w1 1 U DETAIL 38 318' TYPE IV Q ARROW (L) 7 348' TRANS CITY OF LA QUINTA 11 CITY OF LA QUINTA I III r♦�� 1S i I CITY OF LA QUINTA --L W C) 100' 4 12 'STOP' 7 /AA DETAIL 22 � -- ---�- L_Q — 1 --- 100' 5 MONROE STREET DETAIL 38 ^ 1 � ----61+00 _JJ� _ 62+00 TYPE IV — -� - — ARROW (L) 1 2 EA 'STOP' 2 EA 1 CITY OF LH UUIIN I f-, 23 �\ C ---------------------------------- 7T+0072 73+00 74+00 ___��___ X76TW" + I — - I — �•� I— MONROE STREET 81 YELLOW / - ----- —� DIAGONAL @ )ETAIL 25 50' O.C., TYP. 1 DETAIL 29 �' — n 1 200' SCALE: —4n JV/ILL. 1 -TV CITY OF LA QUINTA O O = 1 7 14 5 QUI 8 ry— — - — - --- ----- ---- -- ----- ----- ----------------- ----- -------- --- ------ J L W z - ---- --------------------------------------- -_--------------------------------� ------ -- ---- 00 80+UT Z+6( ��+00 83+0�---------------- Z4+00 J I— + —I — ii — i — i i — 1 = I ------- -------------- U"' C) =--------- — ----- _ -- DETAIL 2575 1 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 40 20 0 40 80 120 SCALE: 1"=40' AVENUE 60 DETAIL LIMIT LINE 63+00 /1 I bo I r J I — — — F "64-00 3 'STOP' - d --_ 2 EA TYPE IV 1 1 ARROW (L) DETAIL 29 1 LIMIT LINE CITY OF LA QUINTA 'STOP' TYPE IV ARROW (R) 6 120' O 12 2 EA 13 O 1) 60 (0 LL Q --------- ---------- >I U) w 65+00 " >66� J -------- -- 14 ---10 348' � -�, --- J 1 1=w 1 U w DETAIL 38 1 DETAIL 251 F --- CD 318' DETAIL 27B � C 7 14 DETAIL 27 O 1 330' DETAIL 39 1 1 O 5 U_ — -- ti -- _ wQ J � I U) + I 77-+00 \) �� ===��g = - ----- - 79 1 O �, - �� — w ---- J m TYPE G AT = —tuft ---�---- -� ---_ - tLttm-- _ 19 20' O.C., TYP. 1 V w DETAIL 25 1 I w C) 1 �CQ DETAIL 27B G CITY OF LA QUINTA DETAIL 39 1 11 7 14 ----J --- f I- -- ------------ 21 MONROE STREET �� --------- ------------- _----------- --------------------------- 85+00---------------------86+00---------------------870= --- 88+00 — 89+ a r---- -------- ---------- --- -------- JJ ----- — — —— CITY OF LA QUINTA COUNTY OF RIVERSIDE STA 86+39 1 DETAIL 27B END STRIPING IMPROVEMENTS NB CITY OF LA QUINTA CITY OF LA QUINTA (8') 4' 11' 11' (18') (13') SB X SB SB NB BIKE LANE N THRU LANE THRU LANE THRU LANE DET. 391,11 5 8 1 DET. 25 1 DET.27B1 MONROE STREET TYPICAL SECTION BETWEEN AVENUE 60 AND STA 86+39 NOT TO SCALE CITY OF LA QUINTA COUNTY OF RIVERSIDE i� ole k— I '-F I I I I k i I SB SB SB BIKE LANEN 11 THRU LANE THRU LANE BACK - ---- - DET. 39 1 11 5 8 \�1 DET. 25 MONROE STREET TYPICAL SECTION BETWEEN STA 86+39 AND STA 102+16 NOT TO SCALE TYPE IV TYPE IV 1 ARROW (R) � O 1 ARROW (R) 1 DETAIL 38 + 125 5 7 14 13 O (V -- ------- ----— l l> _ w UJ z U) 90+00 --- � ---- ----- 91, 1 +00-------- 120' 6 w -- --- ------ — LJJ --- _-- --- -- _- ---- - _- ---� i/i U -� -- - - DETAIL 38 --- fitter TYPE IV ARROW (L)/1' STRIPING NOTES: 1 200' 1 DETAIL 25 Q � C Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 31 KIF't b INUH VVIUL VVHI I t UASHLU UKUN LANL LINL, FJLK CAMUTCD FIGURE 3A-111 DETAIL 37B (CA), REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE 11 PAINT 12 INCH WHITE DIAGONAL, 50' O.C. BACK STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 3A-112 DETAIL 38 PAINT PAVEMENT MARKING, TYPE PER PLAN (CA), STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 3A-112 DETAIL 39 INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA (CA), STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD FIGURE 3A-112 DETAIL 39A PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA (CA), QUINTA STANDARD PLAN 502 PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED REMOVE AND REPLACE CLASS 1 SURFACE MOUNTED TUBULAR QCALTRANS BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER STANDARD PLANS A24A, A24C, AND A24D, AND AS DELINEATOR, TYPE AND SPACING PER PLAN POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER GREEN RECTANGULAR BACKGROUND, 3.5'X37' DETAIL A OR B ON SHEET 2 Q8 STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 12 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/°� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. GR q Project Management (760) 323-5344 Contract Administration LG N/A PRIVATE REFERENCE: �e o� �Fy �� FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert v Consulting CHECK: `°RF F0 Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 11 N/A Dl -EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: OF SCALE: U 1-800 * MONROE STREET PER PLAN 20 SHEETS K 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r ° / V 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 QUINTA O I O + I a 5 8 ^- - o r oD --------------- - --------------- 7 ------ ----- --------------- ----- --- �./ / W �J lJ --- T -------------- --- ---------_--------------- ------ --- LU - W ----------------- U" =' 94+00 95+0� 96+U� zU - ---- -- ---- ----- LU _ I TYPE IV U I 1 ARROW (L) CQ G CD O I + I� CD �I r Q N LL --- — r +pp > Q W O z I— I = �wI vJ 75 CITY OF LA QUINTA 106+00 co MONROE STREET �Z DETAIL 29 COUNTY OF RIVERSIDE CITY OF LA QUINTA )1 F7 KAnNipnF .qTRFFT- MONROE STREET 7 14 CITY OF LA QUINTA DETAIL 39 1 Zl\ 11 a ----- / ----- -----------7---------- -- ------------ - --- MONROE STREET ------------------------------- 9 +00 =-------------- 98+00— ----------------- R9_+60__ 1 DETAIL 25 COUNTY OF RIVERSIDE COUNTY OF RIVERSIDE �r CITY OF LA QUINTA TYPE IV - M call COUNTY OF RIVERSiur- TYPE IV ARROW (R) 100+00 _ --mitt-- — --t------ Qz I TYPE IV Q 9 23 ------------------ 1 16 BIKE LANE R7 -9a 12"X 18" / Z 7 14 / ----- --may-T� - O //,l I O 2 DETAIL 27B C) LL W Wit= N� j J + ___________________ ±� __-__ _> 105 i Q Iz \ -------------- LU DETAIL 29U w 391' TRANS I I- < QQ 75G MONROE STREET -- --- 21 ��-------- 122+00 123+00 124+00 O 1= --- - ------------r- =- ------------ I - - -4 200' 'STOP' w 12 ''AHEAD' - — — --------_-- - 2 EA 1 DETAIL 25 — �_��-- z I=w SCALE: "_ � n' I UJ � U) SCALE: 1 -TV I 40 20 0 40 80 120 O - TYPE IV SCALE: 1"=40' 0 I CITY OF LA QUINTA I (, � _J I 230 4 12 ARROW (R) 12 ARROW (R) + DETAIL 39 uOl Q Q 7 13 5 DETAIL 39 1 N= I 5 1 7 14 � 7 14 L U� � 11 11 8 6 N 11 --- - _ -- __ - - Q N f = — — — — - - -- M-2 - W - _ � 23 LU - J � � r Q I-T MONROE STREET ------------------------------------------ + p 131 +p ---------- --132+ ------ - -------+OD - --- -- 1300 - -- ------ � ----- --- 135+0 Q � ---- 1200 ------- 126+00 ---- -- -- 127+00 ---------------- � 128+00 ---- 129+��------------- - --------- -- --=_----- - --- --------4-- T -�- 5 230' 11 6 114' � � �_�� ,.,� — �------ sir' — r" 100' 17 --------------------------------------- DETAIL 25LU — 1 -------- — — — -- 23 LU QI COUNTY OF RIVERSIDE 75 c CITY OF LA QUINTA COUNTY OF RIVERSIDE (8) 4' 11' 11' SB \ SB SB 11 BIKE LANE THRU LANE THRU LANE (18') STRIPING NOTES: O 7 14 I + co co co -�1 W 137+00 I i = E- -------- f W O I= U) IC) IQ G I --- _ _--_ -_ _ _ _- ----J=I__=---- Q STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B DET. 39 CITY OF LA QUINTA COUNTY OF RIVERSIDE NOTES TCONTRACTOR: 1 11 5 8 1 DET. 25 Q PROTECT IN PLACE AND REFRESH EXISTING 11 O S O STRIPING/PAVEMENT MARKING PAINT 12 INCH WHITE DIAGONAL, 50' O.C. 6' (13'±) (13'±) REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN MONROE STREET TYPICAL SECTION SB NB BACK Q PAINT PAVEMENT MARKING, TYPE PER PLAN AS ADJUST TO GRADE. BETWEEN STA 86+39 AND STA 102+16 /� THRU LANE THRU LANE NOT TO SCALE V STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH BIKE 3A-112 (CA), DETAIL 38 1Q INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA PER GENERAL NOTES. RANga 15 �N� I STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA 3. REFRESH ANY STRIPING DAMAGED OR COVERED FROM 12"X18" 3A-112 (CA), DETAIL 39 QUINTA STANDARD PLAN 502 CONSTRUCTION ACTIVITY TRACK -OUT. CITY OF LA QUINTA COUNTY OF RIVERSIDE 6 STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD 1 INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY _--_ - --_-_ _- ---- FIGURE 3A-112 (CA), DETAIL 39A SHOWN) PER CALTRANS STANDARD I AND I AND HAS NOT BEEN TIED DOWN BY SURVEYOR.PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN //\ 5. PROTECT IN PLACE ALL EXISTING SIGNS. BIKE ANE \ THRUSB SBLANE THRUBLANE 7 5 BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER ON EXISTING POST, TYPE PER PLAN 6. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH Q7 CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON Q STRIPE 6 INCH WIDE WHITE LINE COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION - --- - - - _ _ _ _ __ _ __ _ _ __ _ _ __ _ ___------ GREEN RECTANGULAR BACKGROUND, 3.5'X37' OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT MONROE STREET ADDITIVE ALTERNATE STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER BETWEEN STA 104+82 AND STA 115+94 SHALL NOT EXCEED 1" DEPTH. DET. 39 1 11 5 8 1 DET. 25 NOT TO SCALE Q8 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL A OR B ON SHEET 2 DETAIL 12 Q STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL MONROE STREET TYPICAL SECTION g RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104 (CA), DETAIL 22 BETWEEN AVENUE 58 AND STA 142+75 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 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 12 Dl- EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: OF U 1-800 NSA SCALE: MONROE STREET PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr ��\P 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 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA DETAIL 39 1 O I� I + N LL --- — r w J Q MONROE STREET -- --- 21 ��-------- 122+00 123+00 124+00 O 1= --- - ------------r- =- ------------ I - - -4 200' 'STOP' w 12 ''AHEAD' - — — --------_-- - 2 EA 1 DETAIL 25 — �_��-- z I=w SCALE: "_ � n' I UJ � U) SCALE: 1 -TV I 40 20 0 40 80 120 O - TYPE IV SCALE: 1"=40' 0 I CITY OF LA QUINTA I (, � _J I 230 4 12 ARROW (R) 12 ARROW (R) + DETAIL 39 uOl Q Q 7 13 5 DETAIL 39 1 N= I 5 1 7 14 � 7 14 L U� � 11 11 8 6 N 11 --- - _ -- __ - - Q N f = — — — — - - -- M-2 - W - _ � 23 LU - J � � r Q I-T MONROE STREET ------------------------------------------ + p 131 +p ---------- --132+ ------ - -------+OD - --- -- 1300 - -- ------ � ----- --- 135+0 Q � ---- 1200 ------- 126+00 ---- -- -- 127+00 ---------------- � 128+00 ---- 129+��------------- - --------- -- --=_----- - --- --------4-- T -�- 5 230' 11 6 114' � � �_�� ,.,� — �------ sir' — r" 100' 17 --------------------------------------- DETAIL 25LU — 1 -------- — — — -- 23 LU QI COUNTY OF RIVERSIDE 75 c CITY OF LA QUINTA COUNTY OF RIVERSIDE (8) 4' 11' 11' SB \ SB SB 11 BIKE LANE THRU LANE THRU LANE (18') STRIPING NOTES: O 7 14 I + co co co -�1 W 137+00 I i = E- -------- f W O I= U) IC) IQ G I --- _ _--_ -_ _ _ _- ----J=I__=---- Q STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B DET. 39 CITY OF LA QUINTA COUNTY OF RIVERSIDE NOTES TCONTRACTOR: 1 11 5 8 1 DET. 25 Q PROTECT IN PLACE AND REFRESH EXISTING 11 O S O STRIPING/PAVEMENT MARKING PAINT 12 INCH WHITE DIAGONAL, 50' O.C. 6' (13'±) (13'±) REMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN MONROE STREET TYPICAL SECTION SB NB BACK Q PAINT PAVEMENT MARKING, TYPE PER PLAN AS ADJUST TO GRADE. BETWEEN STA 86+39 AND STA 102+16 /� THRU LANE THRU LANE NOT TO SCALE V STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH BIKE 3A-112 (CA), DETAIL 38 1Q INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA PER GENERAL NOTES. RANga 15 �N� I STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA 3. REFRESH ANY STRIPING DAMAGED OR COVERED FROM 12"X18" 3A-112 (CA), DETAIL 39 QUINTA STANDARD PLAN 502 CONSTRUCTION ACTIVITY TRACK -OUT. CITY OF LA QUINTA COUNTY OF RIVERSIDE 6 STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD 1 INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY _--_ - --_-_ _- ---- FIGURE 3A-112 (CA), DETAIL 39A SHOWN) PER CALTRANS STANDARD I AND I AND HAS NOT BEEN TIED DOWN BY SURVEYOR.PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN //\ 5. PROTECT IN PLACE ALL EXISTING SIGNS. BIKE ANE \ THRUSB SBLANE THRUBLANE 7 5 BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER ON EXISTING POST, TYPE PER PLAN 6. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH Q7 CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON Q STRIPE 6 INCH WIDE WHITE LINE COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION - --- - - - _ _ _ _ __ _ __ _ _ __ _ _ __ _ ___------ GREEN RECTANGULAR BACKGROUND, 3.5'X37' OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT MONROE STREET ADDITIVE ALTERNATE STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER BETWEEN STA 104+82 AND STA 115+94 SHALL NOT EXCEED 1" DEPTH. DET. 39 1 11 5 8 1 DET. 25 NOT TO SCALE Q8 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL A OR B ON SHEET 2 DETAIL 12 Q STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL MONROE STREET TYPICAL SECTION g RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104 (CA), DETAIL 22 BETWEEN AVENUE 58 AND STA 142+75 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 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 12 Dl- EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: OF U 1-800 NSA SCALE: MONROE STREET PER PLAN 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr ��\P 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 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA O O L I CITY OF LA QUINTA 7 14 I LO + DETAIL 39 1 7 14 + 1r__ CV I -- --- -- - --- -- _ — _ — — — — —7 ----00- w — — — — — 00 ------- -- --------------------------- ----- ------------- — ��,— m ----------- --------- — — - I_LI � l 23 ^ //�� r r �/ , W 2 I r--- ------ _ __________________ ______ __-_____-__-_____ -_ __ -_ -_ - -___� __-__- ---- ------------------------------ --------+---------------------------- --- ----- - '14rJ�OlT-146+Uo-7 � ------ �QD- 1 ---- --- -- ---_ w (n ��38+0�1 ----139+0000 Z --=—�-----=----4------ = =�--=-------T-----------�-----------�-----------�-------- =—�--- �---- I ____—�— _�__ =�_ � =__— �__= =____� __�__=--=� _—=----MONROE STREET -- �---------- — -- -- ----- --,�—— — ---��-------- — — _ ''zI — w J------------ __ ___ _____ _ _ _------------------ —------- — — —--,---- — — --�-------- --�t — — _—� — — — w -J - - -- — � — --- ----�1 — — - -- 1 -6 TATL 25 — --- 1 DETAIL 29 I = w U � U LL1 Q I COUNTY OF RIVERSIDE I Q O CITY OF LA QUINTA 7 I LO DETAIL 39 7 14 5 + 7 14 1 11 8 I c ------ ---- —==------------------------------------------------------------ ----- — J — — — — — — — ------ — ----- -- ---------- ----- ----- ----- r Q m ----------- ----------- r r r C0 --MONROE STREET r -------------------------------------------------------------------------------161 00--------------------162 00--------------------163 00------- __ -----------—'C5g+00--'C59+00 0+00 + , + ----------------------155�UU-------------- _ ---------------------------------153+OII-------------------154+�0� 156+-00 ----4----=----�--_-------4---=------- -=--------T-=---------�---------- �----------- ---------15�--------- - =--- — --------- ------------ -----------4 --- --- ------ ----LJJ --------= - -=-----_-= -----_=--------- o —�L------------------------/--------------�1—-----�Ll------ DETAIL 32 DETAIL 29 1 I = w U w SCALE. 1"=40' I- W COUNTY OF RIVERSIDE 01 1 1 I 1 1 1 NNE + 5 I� O CITY OF LA QUINTA j O I co I DETAIL 39 1 I` Co � 1 Q bo W -- - W zW ------ ---- __4_ - -_ W _ C,,1 — $ --- U I I- 75 ® Q CITY OF LA QUINTA O BIKE Q > LANE 16 II �_ I + 12 X98 7 14 --- ? D 1 5 7 14 DETAIL 39 1 Q \ rr 00 LL g 200' $ 11 rr zh 1 W --- -- ----- - - - - - - - - - - ---------------------------------------- ---- ---- ----------- -------------- 23 U) J -------------------- -- ------------ -- - 0 ------------- MONROE STREET ------------------------ --------------------------------------------------------------------------------------------------------------------------- W 0 --------- 178+ - ---- 179+00 a --+ 0 --- ----- -� -X81 +0� ----- 182+6 +OO X84+6� 185+6 �+O0 X87+6� 18i�6� +�0 I z --- --- --- I I --_- - -------------- ------ ------�-- ----------------- ------------- ------ --------------------------------4--------------------------- �-----------4---------- __I-__ --- J —� - ------ - -100'--� -- ----/ — — _ -- — 1'00�� -- ------ --�-- — -- ----/ — — — —----- _ - ---/-- ---- — -- - ---------- —----- — ---/-- ------ --�-- — -- ------ — —--- — I = W 1 DETAIL 25 17 17 1 DETAIL 25 I U W "'L � COUNTY OF RIVERSIDE U) SCALE: 1 "=40' Z O I O W + W U 0)1 DETAIL 39 1 7 14 U) J 1 DETAIL 39 D a� \ rr 6 200' foo� �-w CN �y ----- --_ ------- Q _----- --- LL — — — — — — — — — — — — — — W O z 190+00 - 191+- 66 192+00 193+00 LJJ 5 11 U co \\z 1 DETAIL 25 I— C< G O 0 1 11 01 ----- PAINT PAVEMENT MARKING, TYPE PER PLAN + W Lu O = I 14 NSI 1 2 EA DETAIL 391 TYPE IV I O INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA 5 ARROW (R) 1 11 N W z G 0 1 11 01 ----- PAINT PAVEMENT MARKING, TYPE PER PLAN I LO W Lu AHEAD' C/)1 I CQ 1 2 EA DETAIL 391 TYPE IV 255' TRANS DETAIL 29 204+00 MONROE STREET CITY OF LA QUINTA 5 55 6 11\ --- -------=---- \_ ----- — -- ------ 19-4 MONROE STREET 23 -------- -795+00 7-------- 196+00 ----------------- 197+00-------- ----- - I -----4 =--------- -- =4 8 --- _ SCALE: 1"=40' COUNTY OF RIVERSIDE ' 40 20 0 40 80 120 I i I I r I I (4 I SCALE: 1 "=40' CITY OF LA QUIN TYPAl CITY OF LA QUINTA r `; i ;;,I 'STOP' 12 12 ARRO208' 18 STA 222+51.80 MONROE STREET= r CROSSWALK`' 1 I AVENUE 54 - --- ------------ w- ---- DETAIL 27B 1 p 1 DETAIL 27B I 7777i Z LU Q Z H Q ® z J BIKE BIKE LANE 15_T_7�-0 w_-1 LANE 15 R7 -9a 7 14 d01S ii ii > R7 -9a 12"X18"-----I�-� \ 6 200 12"X18" -- - - - - - - - - - - - - — DETAIL 39////A' r r z ------------------------------------------------------------------- 198+00 199TOD7 20D -+M 201+00 20-2+0( ----- 120' TRANS - NO 16 PARKING ANY TIME 13 �7� R26 (CA) 12"X18" _— STREET 224+0 224+00- --= 225+00 MONROE STREE 222+00 205+ 221+0o ==--L _-- ___-- co -I-- I I I ,�-- — _--- — — DETAIL 22 .� I ' p �� ---- 1 1 1 208' 11 127' 1 II 'STOP' 1 1 \ LO II CuTYPE VII DETAIL 38 DETAIL 22 LU III ff `� ARROW (L) DETAIL 6 z II COUNTY OF RIVERSIDE w COUNTY OF RIVERSIDE 1 Q CITY OF LA QUINTA (8') 4' 11' 11' SB SB SB BIKE LANE N THRU LANE THRU LANE 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. CITY OF LA QUINTA COUNTY OF RIVERSIDE t- 6' (13'±) (13'±) SB NB THRU LANE THRU LANE BIKE 776, LANE 15 R7 -9a 12"X18" 7 5 MONROE STREET ADDITIVE ALTERNATE BETWEEN STA 203+91 AND STA 221+30 NOT TO SCALE 1 DETAIL 32 226+06 6 140' TYPE IV ARROW (R)Z 14 4 216 DETAIL 29/ 1 216' TRANS COUNTY OF RIVERSIDE (9') ----- - - --- ------ = -------- --------- -- DET. 39 1k 5 $ 1 DET. 25 MONROE STREET TYPICAL SECTION BETWEEN AIRPORT BOULEVARD AND STA 195+62 NOT TO SCALE CITY OF LA QUINTA (8') 4' 11' 11' SB SB SB BIKE LANE � THRU LANE THRU LANE DET. 39 ME 1 11 5 $ 1 DET. 32 COUNTY OF RIVERSIDE MONROE STREET TYPICAL SECTION BETWEEN STA 195+62 AND 201+51 NOT TO SCALE DETAIL 29 O I + 1CJ LL INJ J:C40 U) O I LIJ 1 z O — m = W 1 F- U) I �CC — G STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 11 PAINT 12 INCH WHITE DIAGONAL, 50' O.0 O PAINT PAVEMENT MARKING, TYPE PER PLAN I LO (CA), AHEAD' + 1 2 EA DETAIL 391 TYPE IV I O INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA 5 ARROW (R) 1 11 N LO STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA MONROE STREET______________`-� (n W ----------- _ _ r INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER a== --- 228+00 -- _- ----------- --29--0-9 — ---------- � - Z30+6-- - - - W QCALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON _'STOP' _ — 4-2�4�1�-_ -- --- 1 2 EA GREEN RECTANGULAR BACKGROUND, 3.5'X37' 1 ON EXISTING POST, TYPE PER PLAN QPAVEMENT 23 DETAIL 25 455' 10 1 STRIPE 6 INCH WIDE WHITE LINE DETAIL 12 QQ STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER G STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 11 PAINT 12 INCH WHITE DIAGONAL, 50' O.0 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: kORCa : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 14 EXP. 12-31-24 %PREPARED UNDER THE SUPERVISION OF: SCALE: OF 1-800 N/A'� �` MONROE STREET PLAN 2O SHEETS 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr ��\P 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 CITY OF LA QUINTA STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 3A-112 DETAIL 38 PAINT PAVEMENT MARKING, TYPE PER PLAN (CA), STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE Q INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA 3A-112 (CA), DETAIL 39 STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA FIGURE 3A-112 (CA), DETAIL 39A L QUINTA STANDARD PLAN 502 PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED INSTALL SIGN WITH NEW POST AND FOOTING (TYPE AS BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER SHOWN) PER CALTRANS STANDARD RS1 AND RS5 QCALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON REMOVE EXISTING SIGN (IF NEEDED) AND INSTALL NEW SIGN GREEN RECTANGULAR BACKGROUND, 3.5'X37' ON EXISTING POST, TYPE PER PLAN QPAVEMENT STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), Q STRIPE 6 INCH WIDE WHITE LINE DETAIL 12 STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER QPAINT DETAIL A OR B ON SHEET 2 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 Contract Administration LG PRIVATE REFERENCE: �� o� �Fyl �� FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: kORCa : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 14 EXP. 12-31-24 %PREPARED UNDER THE SUPERVISION OF: SCALE: OF 1-800 N/A'� �` MONROE STREET PLAN 2O SHEETS 227-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr ��\P 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 CITY OF LA QUINTA 0 0 L I CITY OF LA QUINTA LO 7 14 7 14 7 14 I LL (V I 455' 10 5 8 11 DETAIL 39 1 I (V W Q - - Q J �— — _ — -- - - - —IOW W ------------------- _ LL -- -- ----- -- ------------- ---- ------- ------------I. ----------- ----- ---------- ------------------------------------------= =------------ �- U) J = r� - - _ _ _ _ - - _ _ - - _ _ _ — — 0 W MONROE STREET _Lu 0 —-------G�--------- ---------'------ T __ z ---- -- �� +------� --- - C L 200 234+00 235+0� 236+00 �� X37+00 X38+�--------- 239 -----------------X40+00 ��241+00--------------------242+00--------------�--�-�+00 z G — ----- = ' — ' — - ----------------------------------4------------------ ---------�------4=-------------------=4- - =------ =--4------ =------= ----4----= -=----------------------------4=-----------�--------= -� =- = -----------4----------------- -4------------- _ I =rte -- ----�- — - --,-- — -_--- -- --< — -------�r — -- - v _----- =rte -- ----- — - --,-- -----_------ --� — -- -----� ---- ----- -------------------------- --- I= W U I 1 DETAIL 25 —--— I U �cn Q I Q COUNTY OF RIVERSIDE O LO I M DETAIL 39CN 1 �_ I _ 5 8 Q VJ WO ------------------------��------- Z � I X44+� J W = W U CO 1 DETAIL 25 DETAIL 29 CQ G V 1 fl LTV ' VJ.JJ MVI VI\VL V 11\LL 1 - AVENUE 53 CITY OF LA QUINTF 7 14 —--------- 23 —-------------- MONROE STREET !4�+-6 247+UU ___ `�-===o +06== ��- I - --------- = rl/ -�---� =--- -`� Jv 17 50' DETAIL 22 = � � --�-� TYPE IV 185' 1 ARROW (L) 1 1 TYPE IV ARROW (L) COUNTY OF RIVERSIDE 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. ,a I 111, li 14 <N V II I I" i ill w iI I I II ::) I K ZI > I dOIS; ;dOIS�� Q I I II \ SCALE: 1"=40' 1 LIMIT LINE ----- 249+00 ------------- 40 20 0 40 80 120 SCALE: 1"=40' I cryo (8') 4' SB BIKE LANE N DET. 3S -F--=-= CITY OF LA QUINTA 11' 11' (91) SB SB THRU LANE THRU LANE 5 8 1 DET. 25 COUNTY OF RIVERSIDE MONROE STREET TYPICAL SECTION BETWEEN AVENUE 54 AND AVENUE 53 NOT TO SCALE STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION QSTRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 5 3A-112 (CA), DETAIL 39 QSTRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD 6 FIGURE 3A-112 (CA), DETAIL 39A PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED 7 Q BICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED Q8 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 12 STRIPE 8 INCH WIDE WHITE DASHED DROP LANE LINE, PER CAMUTCD FIGURE 3A-111 (CA), DETAIL 37B 11 PAINT 12 INCH WHITE DIAGONAL, 50' O.C. PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA 1 QUINTA STANDARD PLAN 502 QSTRIPE 6 INCH WIDE WHITE LINE QPAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER DETAIL A OR B ON SHEET 2 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: PRIVATE REFERENCE: OF INTENTION TO GRADE OR EXCAVATE. SO SSP A. GR "�l Project Management (760) 323-5344 LG �� os tiContract Administration FY 2022/2023 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 15 N/A D EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF U � 1-800 '� �` MONROE STREET r(PER PLAN 20 SHEETS � 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN MCKINNEY, P.E. DATE T9r C / V \ 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 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA QUINTA DETAIL 38 DETAIL 39 TYPE IV TYPE IV 120' 1 1 8" WHITE DETAIL 38 1 ARROW (L) 1 1 ARROW (L) 1 CHEVRONS LU ------------- DETAIL 12 1 - AT 100' O.C., TYPE IV 'SIGNAL' _ __-_�_- TYP. ARROW (R) 1 8" WHITE 'AHEAD' _ ----� - CHEVRONS 3 EA — __-�---- - 1 AT TYP. C 1 DETAIL 38 1 DETAIL 39A �.----------------------==---------- -1-- DETAIL 39A __- �\ _----- J 23 �_��_ N STA 28+16 1 � _-��--- _____ _ � I > _`_ BEGIN STRIPING IMPROVEMENTS /� " _-_--__--_-- J� _ ___ — _--`- >_ >_�>-T-� -� - -- s - --------- 3-3+OT--- N _ 34+00 1 J _� _�_�� I • « ---------32+0(i ---- rim - �>---------- — it -------- - _ ��-LL 23 0 + 0 _ - - I - �—---------------------- --- - ------ -_� —� T-c� - --_ r TYPE IV ------ WASHINGTON STREET _ "_--_ _ I W ARROW(R 1 O J <", - -� _ — --- ----- - - ---_-- I 0 li _ — 00 A -- - - \ --- 14 7 DETAIL 25 1 --_ -- o 8 TYPE IV 1 1 ~ O STEP _ - --- _ __ _ w g 200' I w ARROW (L) DETAIL 38 TYPE IV ___�_ U w `- ---� J 130' ARROW (L) 3 5 1 SIGNAL' 3 O I 'AHEAD' Q DETAIL 25 3 EA 1 I "o Q 5 > Z NCl- - 0 Q l w a N — - 100' TRANS IJvALE: 1. -Tv CD CD I � `- M Q C N u. I Y) LU V0b _ z O - -_ moi- - Ute- Q 80 14 7 DETAIL 25 DETAIL 39 40 20 0 40 80 120 I I 11 1 i 1 /WASHINGTON DETAIL 12 SCALE: 1"=40' I I I wOzI I wBIKE LANE 'BIKE'II ��' 1✓i i WARROW 1 1LANE'1--1--STREET - -- -- EISENHOWER DRIVE CROSSWALK i j _ > 29 DETAIL - I �� _-"----- - -- 42+00 +00---- TYPE IV 0 1 1- ------------ ------- �@p _ 1 ARROW (L) I I Ir----------- ------ <� fa -fes - _-� --- +00 —---------------- -- - --------�----- -- 11\- 4 +Op ----- �l l _ ------ I BICYCLE LOOP I I A DETECTOR 1 �- TYPE IV ARROW (L) 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. DETAIL 38 ' 510' TYPE IV ARROW (L) (6) (VARIES 12'-31') SB SB BIKE THRU LANE LANE (11') SB THRU LANE (13') SB THRU LANE (14') 1 SYMBOL I- _ -- I 17 50 _> BICYCLE LOOP DETECTOR 7 1 SYMBOL 14 TYPE IV ARROW (R) 2 EA 11' 11' 11' 8' NB THRU LANE NB THRU LANE NB THRU LANE NB BIKE LANE DET. 39 1 DET. 12 1 1 8 5 Z/ DET. 25 WASHINGTON STREET TYPICAL SECTION BETWEEN AVENUE MONTERO AND EISENHOWER DRIVE NOT TO SCALE _ I I y F -- WASHINGTON STREET I I I f -- STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION QREMOVE STRIPING/PAVEMENT MARKING AND DO NOT PLACE 3 BACK Q5 STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 3A-112 (CA), DETAIL 39 QSTRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD 6 FIGURE 3A-112 (CA), DETAIL 39A PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED QBICYCLIST" SYMBOL, AND SMALL BIKE LANE ARROW, PER 7 CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED gQ PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 12 QINSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA PAINT WHITE GOLF CART LANE SYMBOL, PER CITY OF LA 1 QUINTA STANDARD PLAN 502 QSTRIPE 6 INCH WIDE WHITE LINE QPAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER DETAIL A OR B ON SHEET 2 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 41, Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. SO SSP A. GR �l Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� os ��ti �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N/A Underground Service Alert v Consulting CHECK: ORF SHEET Y° Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 16 N/A Dl -EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF 1-800 `� * WASHINGTON STREET s r(P � 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE T9r C / V \ \,�S PER PLAN 20 SHEETS 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 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA OUINTA I"I I ADVANCE l WARNING STOP' -- 1- MARKINGS 2 CROSSWALK / 11+00 i I I I I II I I I I i `7' \ CROSSWALK STA �100++00.00 AVENIDA LA FONDA= AVENIDA BERMUDAS 4" WHITE HAIRPIN PARKING STRIPE, TYP. II JL �X ry �� BIKE LANE ARROW BIKE' cb� 'LANE' 1 BIKE LANE SYMBOL ��p \� 1 W/ PERSON V �O ^ \ GOLF CART SYMBOL AVENIDA LA FONDA lJ II II — II Imo;— HANDICAP PARKING STRIPING PER CALTRANS STD. A90A, TYP. --------------- 4" WHITE HAIRPIN PARKING STRIPE, \ TYP. `WI % i I STA 16+60.23 AVENIDA LA FONDA= i 0 12" WHITE DESERT CLUB DRIVE _-------- DIAGONAL AT �� 5' O.C., TYP. ------------- m I - J \ 'STOP' +0 ------------ -CN - II II H\` �— _--------- ------ 1 F 'LU C9\ DETAIL 27B I DETAIL 22 2 1 I 2xp CROSSWALK, 2 I \\ \\\ DETAIL 39A 100' CCROSSWALK X Cv STOP' 1 `� - 1 LIMIT LINE \ a DETAIL 22 1 `�\\�\ \� 40 20 0 40 80 120 �Q- SCALE: 1"=40' BIKE LANE SYMBOL BIKE LANE SYMBOL ZZBIKE LANE ARROW BIKE LANE ARROW LL 'V 24+ BIKE' W/ PERSON DETAIL 39A BIKE' W/ PERSON ---------___ 1 GOLF CART SYMBOL 1 GOLF CART SYMBOL DETAIL 39 DETAIL 39 'LANE' 1 1 100' 'LANE' 1 1 - - bo \\ - �\------------------------------------------- ---^------------------ _ `J 26+0o AVENIDA LA FONDA 27+00 28+00 29+00 0 30+00---`J31+oo 32+00 33+00 DETAIL 27B 1 �k'� ��.� Q -- ---- _--___=I--- =__=___==+=___ — _----- I -4 ---------4 ---------- ==+�o________- DETAIL 22 ` 1 \--------- ------ --- --- " �7 T--- ---- �------- --T7-T T T- � - --------T7-r T7 T---- -T7-r 00 �0 - 1 STOP W LU I J W 1 1 DETAIL 22 Q Z SIP DETAIL 22 1 OJ STOP 1 1 DETAIL 22 U LLJ Q DETAIL 27B (� DETAIL 27B J DETAIL 27B 12" WHITE W I 12" WHITE DIAGONAL AT = J DIAGONAL AT (D 5' O.C., TYP. I U 5' O.C., TYP. DETAIL 39A 1 100' `1 34+00 Q W DETAIL 2, Q � I STOP U U Q I I STA 37+08.57 AVENIDA LA FONDA= O I I I j I I I WASHINGTON STREET / J 0/ Q I ' 20 dD1S � Q 20 I L0 L I BIKE LANE ARROW BIKE LANE SYMBOL I - -i 0� _ I 'BIKE' W/ PERSON ' _ _ _00 LANE' 1 GOLF CART SYMBOL I J v `' �1 Q— i / N AVENIDA LA FONDA %� N Q J wCIO CD w I 36+0 I I 37+00 �1 38+00 39+00 40+00 1+00 42+00 43+00 4 00 45+00 46+00 47+00 48+00 O Lii _J z --- rY j 1 CROSSWALK I0 I \ I z w T W / /r \ = 1 t\ z� � � � � � 2 W w I DETAIL 22 1 1 STOP I I - - — — - - - — I W U w , QII Q U Q Cn� 20 w0 �� DEtAIL 27B i I I 12" WHITE I � �� I � j J� � �--- -.► � Q C I DIAGONAL AT I Ir`� i I I I I Q Q SLOP IQ �I S10P I I C G I VO G 5' O.C., TYPE C) LO 20 + 00 _17 Q �� VJ i W 49+00 w O z J Q =wl CQ G 0 Z Ir - LU J J U AVENIDA LA FONDA I I 1 LIMIT LINE 'STOP' 1 (8') (10') (10') (8') WB WB EB PARKING BIKE LANE THRU LANE THRU LANE LANE DET. 39 1 1 1 DET. 27B DET. 22 AVENIDA LA FONDA TYPICAL SECTION BETWEEN DESERT CLUB DR AND WASHINGTON ST NOT TO SCALE 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 26' WB THRU LANE (24') 20 20 AVENIDA LA FONDA TYPICAL SECTION BETWEEN WASHINGTON ST AND CALLE RONDO NOT TO SCALE (26') EB THRU LANE STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 2QPROTECT IN PLACE AND REFRESH EXISTING STRIPING/PAVEMENT MARKING STRIPE 6 INCH WIDE YELLOW LEFT EDGE LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-105 (CA), DETAIL 25 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 41, Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. 0R Project Management (760) 323-5344 �� LG PRIVATE REFERENCE: o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N A Underground Service Alert Consulting CHECK: `ORE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 17 EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF `� � AVENIDA LA FONDA 1-800 N A s P PER PLAN 1 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr l v 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 CITY OF LA OUINTA I CD I Liz U_ DETAIL 39 1 I Q J ---- EO c 35+00 0 ------ -� O W J ------- �--�.� z W m J I = W 1 U w DETAIL 27B I cn I C I I STA 37+08.57 AVENIDA LA FONDA= O I I I j I I I WASHINGTON STREET / J 0/ Q I ' 20 dD1S � Q 20 I L0 L I BIKE LANE ARROW BIKE LANE SYMBOL I - -i 0� _ I 'BIKE' W/ PERSON ' _ _ _00 LANE' 1 GOLF CART SYMBOL I J v `' �1 Q— i / N AVENIDA LA FONDA %� N Q J wCIO CD w I 36+0 I I 37+00 �1 38+00 39+00 40+00 1+00 42+00 43+00 4 00 45+00 46+00 47+00 48+00 O Lii _J z --- rY j 1 CROSSWALK I0 I \ I z w T W / /r \ = 1 t\ z� � � � � � 2 W w I DETAIL 22 1 1 STOP I I - - — — - - - — I W U w , QII Q U Q Cn� 20 w0 �� DEtAIL 27B i I I 12" WHITE I � �� I � j J� � �--- -.► � Q C I DIAGONAL AT I Ir`� i I I I I Q Q SLOP IQ �I S10P I I C G I VO G 5' O.C., TYPE C) LO 20 + 00 _17 Q �� VJ i W 49+00 w O z J Q =wl CQ G 0 Z Ir - LU J J U AVENIDA LA FONDA I I 1 LIMIT LINE 'STOP' 1 (8') (10') (10') (8') WB WB EB PARKING BIKE LANE THRU LANE THRU LANE LANE DET. 39 1 1 1 DET. 27B DET. 22 AVENIDA LA FONDA TYPICAL SECTION BETWEEN DESERT CLUB DR AND WASHINGTON ST NOT TO SCALE 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 26' WB THRU LANE (24') 20 20 AVENIDA LA FONDA TYPICAL SECTION BETWEEN WASHINGTON ST AND CALLE RONDO NOT TO SCALE (26') EB THRU LANE STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 2QPROTECT IN PLACE AND REFRESH EXISTING STRIPING/PAVEMENT MARKING STRIPE 6 INCH WIDE YELLOW LEFT EDGE LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-105 (CA), DETAIL 25 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 41, Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. 0R Project Management (760) 323-5344 �� LG PRIVATE REFERENCE: o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N A Underground Service Alert Consulting CHECK: `ORE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 17 EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF `� � AVENIDA LA FONDA 1-800 N A s P PER PLAN 1 20 SHEETS r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE Tqr l v 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 CITY OF LA OUINTA N i w i H 10 STA 10+79 BEGIN STRIPING IMPROVEMENTS 0 a ----- — ,--- 1, ----- 14+00 � I I I= ¢ 0 1 DETAIL 27B, dmsl ¢ TYP. J doisl Q 16+ 17+00r _— 184 25' 7 1 pop p 12" WHITE siop 1 MPH' 1 � DIAGONAL AT Q1 50.C., TYP. STA 10+00.00 CALLE MADRID= AVENIDA CORTEZ a o >U-1 I a TYP. 9 21\ TYP I __ 0 O O t rn 0o - N oo z a a z LU Q TYP./18 CALLE MADRID ¢ N O r) Iw O z O w N ¢ LADDER CROSSWALK 1 eA-"- +47+OA—� ID( CDBO + y �� JO la STOP' Q" 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. 0'r STA 48+00 FT II � END STRIPING IMPROVEMENTS MADRID= STA 48+21.15 CALLE AVENIDA BERMUDA )ETAIL 22, TYP. its _;��+00 ---------- CALLE MADRID WE '2 5 'MPH' 1 2 EA I II &J T1 'STOP' LIMIT LINE L11 -- J a U U) z O 0 w T_ m O ¢ 0 z LU ¢ LIMIT LINE 'STOP' doffs I x#00—+-0 77 - slop I 12" WHITE N z 1 DIAGONAL AT 5' O.C., TYP. U I¢ 0 Iz LU Q 100 50 0 100 200 300 SCALE: 1"=100' (8') (101) (101) (8') PARKING WB EB PARKING LANE THRU LANE THRU LANE LANE DET. 27B 1 1 1 DET. 27B DET. 22 CALLE MADRID TYPICAL SECTION BETWEEN AVENIDA CORTEZ AND EISENHOWER DRIVE NOT TO SCALE '25' 'MPH' N W � I¢ z Q LU doisl ( dossl c — 25 11 siop�l 'MPH' 1 I 1 I Wp Q ¢ I � LU DETAIL ¢ 0 DETAIL 27B, w TYP. — lois 35±001r 00 _a_7+Q&--- g10P DETAIL 22z TYP. III I I I 0 STA 40+98 END STRIPING IMPROVEMENTS I I! I I N LL LU '25' '25' 'STOP Q J 11 I r Jlois 'MPH' 1 'STOP' 1 1 I -�-- 39.+00 40±0� I00 i O \ \ LU O Fsiop LIMIT I III,' O �I z LINE 1 I > J 100 i I TSTA 41+40.12 CALLE MADRID= w I > EISENHOWER DRIVE w 1 I w ¢ STA 41+77 0 1 o BEGIN STRIPING IMPROVEMENTS = > w ¢ U) w 8' 10' 10' 8' PARKING WB EB PARKING LANE THRU LANE THRU LANE LANE 18,/ 9 18 CALLE MADRID TYPICAL SECTION BETWEEN EISENHOWER DRIVE AND AVENIDA BERMUDAS NOT TO SCALE STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL Qg RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104 (CA), DETAIL 22 STRIPE 6 INCH WIDE WHITE EDGE LINE PER CAMUTCD FIGURE 1 3A-106, DETAIL 27B, PLACED AS SHOWN ON PLAN QSTRIPE 12 INCH WIDE WHITE DIAGONAL, 5'0.C. 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 S1 Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: ,-YORE y Ca : TOLL FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS �N SHEET 18 Dl -EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF U 1-800 N/A '� �` CALLE MADRID PER PLAN 20 SHEETS r(r 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TqT v ��\P 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 CITY OF LA OUINTA Q J I w w w J STA 10+21 I U BEGIN STRIPING IMPROV. DETAIL 22 9 100' LIMIT LINE AT EDGE 0 -� OF X -GUTTER, TYP. 1 o STA 10+00.00 AVENIDA MARTINEZ= � AVENIDA BERMUDAS U STOP', 1 TYP. 0 45+00— 16+00 —47+00 -0 /1_9_1�0 -24+G-24+G&-- -20+00- +0 22+00 23+00 o I I I Q I Ip o I I CV LL w LIMIT LINE AT CURB w w J PROLONGATION, J U 1 TYP. U J I � I co w 24+00 — � —fir X6+88 27+00 28+00 29+00- --30+00— - 2+00- 33+00 - 34+00 X5+00- 8+00- 38+00 0 40+00 X1+00= 42� i J + I �� '� I� + br I J `�� I I — I � I — �� — r o I � I — i� F 1 Q o — — — AVENIDA MARTINEZ 'STOP', Fa-TYP. 1 o- Q w J I 118 to W D � � I J C) LJJ I2 W IQU) Q Q C) o I I I j II II 9 Z II II 'I t NSI I I I I wl ILL ULIMIT LINE AT CURB w ~ Lu w n J PROLONGATION, Q 'STOP', I Q J _ U I 1 TYP. U 1 TYP. CC G 00 -43+60 4f@� �; ; ^� �,v 49+A0 �0+00 - 2+00 53+00 54+00— 55+08 ��6+^� 6; vu=� r 60+0011+08+0�I+@0—+0� 6J+00 �0+90—�+00= 74� + —` � I + 1— "� i- o + r, r� y i LLI w ° i— gIo O w 'STOP'LIMIT LINE AT EDGE OO = 1__TYP. AVENIDA MARTINEZ OF X -GUTTER, TYP. O wo w vJ o _ o Im— I 211 crni r. "_inn' z w I BUJ • ..ivn��. i— i vv J I Q V/ Q I al I < I IU G U 100 50 0 100 200 300 — —`--- ----I STA 10+00.00 AVENIDA MARTINEZ= — — _� EISENHOWER DRIVE SCALE: 1"=100' O CD I CD ' < I I`II 1111 I \ r1 w STA 84+10 t.! � I I Q END STRIPING IMPROV. I N l ry U I 1 TYPP o \� 12 STOP' UJ 76+00 77-f-69 78 79+00 82+00 - 3+G8— =85 86+00 +00= 88+00 Q I + I I I + I— �� I ° 1+I oLJJ » d °- C3 c Q O z LIMIT LINE AT EDGE ( AVENIDA MARTINEZ o J I OF X -GUTTER, TYP. 1 II I STOP' 12 Q O 1 s •n 22 j STA 84+99 G I� w l z Ian I I BEGIN STRIPING IMPROV. R I J +II N��I Q _J 75I U 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. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. 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. +�I 'STOP', TYP. 1 == 0 0 c=_--- EISENHOWER �EISENHOWER DRIVE 0 0 0 0o'0-I�__- isio STA 97+34.15 AVENIDA MARTINEZ= \ \ T EISENHOWER DRIVE \\ I kp " / -✓�� n \ 1 CROSSWALK STA 10+99 \ BEGIN STRIPING IMPROV. STA 96+11 END STRIPING IMPROV. o / /�Q' %/ \�_;� \\ -7 STA \ STA 15+80 j 1 J \ I x� % /tiJ�j % / \�O \ END SLURRY IMPROV. I 111 LIMIT LINE AT CURB y / PROLONGATION, 1 TYP. AVENIDA MARTINEZ 22— o j I / / O � \\ �� k0 — I OI II 91+0 92+00 93+00 94+0 / / _ / / o -44+00 0 15+00 1 00 \ \ � DETAIL 22 \ N U %\ — -- Q 1` - STA 90+92.94 AVENIDA MARTINEZ= 1 io / / \\\ oP TYPE IV \`� J I / / \ \ ARROW (R) 1 CALLE HIDALGO I .� J U I �I LA QUINTA COMMUNITY PARK \\1\\ STA 16+20.74 AVENIDA MARTINEZ= ►N I I P CALLE TAMPICO I H Ili I I I II I H I I I I I I II I ALLEY (SEE SHEET 20) STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION STRIPE 6 INCH WIDE YELLOW CENTERLINE AND INSTALL Qg RAISED PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-104 (CA), DETAIL 22 QPAINT PAVEMENT MARKING, TYPE PER PLAN QSTRIPE 12 INCH WIDE WHITE CROSSWALK, PER CAMUTCD FIGURE 313-19 AND CALTRANS STANDARD PLAN A24F 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 S1 Civil Engineering 68-955 Adelina Road LG NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� LG Project Management (760) 323-5344 PRIVATE REFERENCE: �� o� �Fyl � Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS Underground Service Alert Consulting N A CHECK: `ORE y Ca : TOFF FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS �N SHEET 19 Dl- EXP. 12-31-24 PREPARED UNDER THE SUPERVISION OF: SCALE: OF 1-800 N/A AVENIDA MARTINEZ P PER PLAN 20 SHEETS s r(� 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE TqT 0I v PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAL�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 o f II �m I I O O z IN ' o I Q 2 LL + LIMIT LINE AT CURB I J W JQI II 1 PROLONGATION, I oI�U STOP', AVENIDA MENDOZA TYP. w 29+00 +0--001 +0� 3+90 4 ° 0 43+00 -14+09 �5+A� x+00= -1 V9+00 20+00 21+00 22+00=23+00- 25+00 26+00 —�+00- 28+00 JQ 1�— 0 'STOP'1 LIMIT LINE AT EDGE I C � \ STA 10+00.00 AVENIDA MENDOZA= TYP. 1 O I J G AVENIDA BERMUDAS J OF X -GUTTER, TYP. 1 O CD Cn U I75 O 0 + QUI U) ry� F00 0 1 —46+99 x#00= -----4&+00 49+00 ww+ �� 1 —II Zp I 58+09-- 1 - O O I AVENIDA MON TEZUMA Q 1II 1,, , H�`I LIMIT LINE AT EDGE J UJ 4+00 85+00 z �" a OF X -GUTTER, TYP. W I o U c VI STJR LU U II 2 Q III END STRIPING IMQ Q STA 77+04 J I 75 I UI ry END STRIPING IMPROV. U O O I AVENIDA MON TEZUMA Q OJ 1II 1,, , H�`I PARKING STRIPE, 1 ~ TYP. 4+00 85+00 z �" a STRIPING NOTES: O I I o VI STJR LU U II Q III END STRIPING IMQ STA 77+04 Q I I Il ry END STRIPING IMPROV. U (,1 L 1 cm �� o I. Q i o J 75+00 76+00- 7T 0 0 8 � IF00 r r� -:11— I o LLI Q <, IDE WHITE UTCD 12 IN9 Q 22 DETAIL 22�5' � \ o 0 — I Io / J STA 14+38.27 AVENIDA MENDOZA= I I 'STOP' 12 I.' 22 I i N l I Ul I, I l I h UJ _ r— AVENIDA MONTEZUMA I�Ir1 I I I I I I I I UJ I I I I I I Q I I -+I I I I C G CALLE SINALOA 12 'STOP' CO 0 0 o wl a STOP', l 1 ' +93 53+00 54+00 X5+98 --56+09- 57+00=8$93 J +08- 69+08— x+83+08- 63+00 1 '0� 1 oo i " I' oma— I I "F AVENIDA MENDOZA ° 'STOP', Q TYP. 1 Z crni E: 1"_100, w' 'JV/ILL. 1 �IVV W J U 79+9 X00 X2+9& -94+0E 4� AVENIDA MENDOZA STA 78+01 LIMIT LINE AT EDGE BEGIN STRIPING IMPROV. OF X -GUTTER, TYP. 1 100 50 0 100 200 300 SCALE: 1"=100' II STA 88+47.36 AVENIDA MENDOZA= 1 �JI AVENIDA MON TEZUMA TYPE 4" WHITE HAIRPIN 'STOP', PARKING STRIPE, 1 1 TYP. TYP. 4+00 85+00 86$00- �" a STRIPING NOTES: O I TYPE VIII sio QARROW 1 �JI 0 TYPE T_ ARROW � I Q �" U 1 II 1 I i _J hl I I STA 10+43° �I BEGIN STRIPING IMPROV.: QIP I w� ✓ZJ L r '00� LA QUINTA COMMUNITY PARK I �� END STRIPING IMPROV. I LIMIT LINE AT CURB PROLONGATION, 1 TYP. _ 66+00 x+00 -668+90- 69+00— 7 72+06-- +00 -—� la O Q D LU QI I I U ALLEY (SEE BELOW) �" ; STRIPING NOTES: o STJR U II III END STRIPING IMQ 1 PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION TYPE IV IJARROW (R) �� Q PAINT PAVEMENT MARKING, TYPE PER PLAN 13+0AVENIDA MEND ZA ° <, IDE WHITE UTCD 12 IN9 DETAIL 22 DETAIL 22�5' ANDCH CALTRANS STOANDARD PLAN A24FER FIGURE 3BSTRIPE 50' STA 14+38.27 AVENIDA MENDOZA= I I off I I I CALLE TAMPICO i N I Ul STA 10+00.00 AVENIDA MENDOZA= 1 I I h _ r— AVENIDA MONTEZUMA I I II I I ALLEY (SEE BELOW) Ip r*-- LU Q J I- 74{ p � I— w Iz O J m I =w IU w �U) I Ca G NOTES TO CONTRACTOR: 'I o �� N 'I I +mow NLU 1 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN 11 o r_J Q N—� Li _ III AS ADJUST TO GRADE. > II Q Q I II 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH I Q I II I II z – W LIMIT z w 1 LIMIT I II PER GENERAL NOTES. a 1 STOP' D I STOP' I II 3. REFRESH ANY STRIPING DAMAGED OR COVERED FROM I LU LINE 1 LU LIMIT 1 ��II r 7777/— CONSTRUCTION ACTIVITY TRACK -OUT. i� Q 7777/ Q I 7777/— II Q / — — — —- I 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY 0 /�� -/CELL-7LLLL AND HAS NOT BEEN TIED DOWN BY SURVEYOR. �3k0�� /LIMIT LIMIT I 5. PROTECT IN PLACE ALL EXISTING SIGNS. I �\ 1 LINE I 1 LINE 6. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH STOP' 1 I I 'STOP' COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION 40 20 0 40 80 120 / I o 1 C) I \ OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT I SHALL NOT EXCEED 1" DEPTH. SCALE: 1"=40' I I \ \ 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 NOV 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QRoFESS/O/� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2023-15 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. �R �� Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FY 2022/2023 PMP SLURRY SEAL IMPROVEMENTS N A Underground Service Alert � � Consulting CHECK: `ORE y Cd: TOFF FREE BENCH MARK: w R.C.E. 76730 m SIGNING AND STRIPING IMPROVEMENTS JN SHEET 20 � EXP. 12-31-24 � PREPARED UNDER THE SUPERVISION OF: SCALE: OF AVENIDA MENDOZA +ALLEY 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 Tqr l v PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF CAL�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