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ENC2024-0068ta 0 � da ra � ( Al 11 0K\J 1 ! ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS. DATE: 6/20/2024 LOCATION AND CONSTRUCTION: Washington St at Channel Dr (Whitewater river wash) PURPOSE OF CONSTRUCTION: Create a crossing by removing and replacing sidewalk including relocating ped push button DESCRIPTION OF CONSTRUCTION: CV Link: Demo and replace Concrete Curb & Gutter with electrical improvements: Create a crossing by removing and replacing sidewalk and relocate ped push button APROXIMATE TIME WHEN WORK WILL BEGIN: 6/26/2024 DATE OF COMPLETION: 7/12/2024 COMMENTS: Northbound lane closure will be done at night. This encroachment permit is for work within the City of La Quinta In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. 2500 COUNTY ROAD 42 WEST AMES CONSTRUCTION INC - - BURNSVILLE, MN 55337 (952) 435-7106 Name of Applicant Business Address Telephone No. AMES CONSTRUCTION Arthur 35688 CATHEDRAL CANYON UNIT Magallanes 117 CATHEDRAL CITY, CA 92235 (951) 987-7454 Name of Contractor 490481 Contractor's License No. Arch Insurance Company Applicant's Insurance Company Business Address FEES Sidewalk Permit $917.00 Credit Card Convenience Fee $41.60 Technology Enhancement Fee $8.00 Traffic Control $739.00 Total: $1,705.60 Telephone No. 769063 City Business License No. 41 PKG1996100 Policy Number PERMIT NO: ENC2024-0068 DATE ISSUED: 6/25/2024 EXPIRATION DATE: 6/25/2025 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 6/25/2024 11:48:51 AM U z_ J > U ai a� 0 5= IL 0 0 N N O N 6) CV a� is 0 5= Y (a CU U Cz w co J E 3 0 PC: 1+39.01 J-5A M CD O N LO cfl iv 0 I J U 0 m ti U_ u L 1 C \' _ C4 4�. BEGIN: 1+12.64 C3 L3 �F C�60� %4q % 49, MC 00 + W CVS CHANNEL ROW o� o� o ^ti�o0 co IR ,�XO XOO. G . eb 6A CL 47-4A TO 49- ^UI v SEE CG500 ----- C 1 L2 �A L2 CL 47-4A TO 49-6A 00 SEE CG500 � Lo o -off o + z + o U CDQ o �4 N Q z p IV � LLl 00 � � CVS CHANNEL ROW N Nam► CL 47-6A CL 48-6A AND 48-8A N PLAN PLAN SCALE: 1" - 100' � SCALE: 1" - 100 LINE TABLE CL 47-6A Line # Length Direction Start Point End Point STA 1+12.64 STA 1+12.70 L1 0.06 N12° 20' 26"E N: 2,204,522.42 N: 2,204,522.47 E:6,548,075.56 E:6,548,075.58 STA 1 +31.10 STA 1 +39.01 L2 7.90 S79° 47' 12"E N: 2,204,531.72 N: 2,204,530.32 E:6,548,089.43 E:6,548,097.20 STA 3+84.34 STA 4+08.34 L3 24.00 S75° 38' 28"E N: 2,204,424.61 N: 2,204,418.66 E:6,548,315.52 E:6,548,338.77 CURVE TABLE CL 47-6A Curve # Radius Length Chord Direction Start Point End Point Delta STA 1 +12.70 STA 1 +31.10 C1 12.00 18.40 N56° 16' 37.15"E N: 2,204,522.47 N: 2,204,531.72 87°52'22" E:6,548,075.58 E:6,548,089.43 STA 1 +39.01 STA 3+38.40 C2 375.00 199.39 S64° 33' 14.12"E N: 2,204,530.32 N: 2,204,445.65 30°27'55" E:6,548,097.20 E:6,548,275.14 STA 3+38.40 STA 3+84.34 C3 100.00 45.94 S62° 28' 52.48"E N: 2,204,445.65 N: 2,204,424.61 26°19'12" E:6,548,275.14 E:6,548,315.52 w co `1 MARK DATE DESCRIPTION INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-203-CG502 DESIGNED BY: BTE DRAWN BY: SMS REVIEWED BY: JAD DATE: 12.19.2022 Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jeROFESS / �Lu r'C4...O DE qTo �� OF CAS �0/ LINE TABLE CL 48-6A Line # Length Direction Start Point End Point STA 0+00.00 STA 0+19.44 L1 19.44 S52° 06' 48"E N: 2,202,883.64 N: 2,202,871.70 E:6,550,392.46 E:6,550,407.81 STA 0+76.35 STA 2+70.00 L2 193.65 S68° 25' 02"E N: 2,202,843.57 N: 2,202,772.34 E:6,550,457.06 E:6,550,637.13 LINE TABLE CL 48-8A Line # Length Direction Start Point End Point STA 1 +00.00 STA 2+62.24 L1 162.24 S71 ° 19' 26"E N: 2,202,758.72 N: 2,202,706.77 E:6,550,661.12 E:6,550,814.81 STA 2+90.88 STA 2+97.21 L2 6.33 S87° 44' 03"E N: 2,202,701.58 N: 2,202,701.33 E:6,550,842.88 E:6,550,849.21 CURVE TABLE CL 48-6A Curve # Radius Length Chord Direction Start Point End Point Delta STA 0+19.44 STA 0+76.35 C1 200.00 56.91 S60° 15' 55.16"E N: 2,202,871.70 N: 2,202,843.57 16°18'14" E:6,550,407.81 E:6,550,457.06 CURVE TABLE CL 48-8A Curve # Radius Length Chord Direction Start Point End Point Delta STA 2+62.24 STA 2+90.88 C1 100.00 28.64 S79° 31' 44.47"E N: 2,202,706.77 N: 2,202,701.58 16°24'38" E:6,550,814.81 E:6,550,842.88 APPROVED BY: V34 SA CONSULTING, INC. NG ■ CIVIL ENGINEERING ■ LAND SURVEYING B HOPE DRIVE ■RANCHO MIRAGE ■ CA 92270 NE (760) 320-9811 ■ FAx (760) 323-7893 APPROVED BY: PREPARED UNDER THE DIRECT SUPERVISION F: G 12-21-22 R.C.E. No. PRIME CONSULTANT DATE alta R.C.E. NO. DATE CL 49-8A TO 5 - SEE CG5 0 1 01 J-! N co ti co Ac L3 2X--- 2sr---------2 - S --- -- L2 GZ - A�, 7X3� / 10 + G� N o_ cu m J U IG3 �F N CM N co M O LO 0 J U N co co 0 O Q J U c IQ co r; cW0 N co P1:1+10.00 a z PI: 1 +30.95 w L3 C1 L4 �L1---------------------------� CL 49-8A TO 50-1 SEE CG501 CVS CHANNEL ROW �G VISTA GRANDE CL 49-11A AND 49-11A ACCESS RAMP PLAN SCALE: 1" = 100' LINE TABLE CL 49-11A Line # Length Direction Start Point End Point STA 1 +33.43 STA 2+24.52 L1 91.10 N07° 24' 13"E N: 2,201,856.84 N: 2,201,947.17 E:6,556,055.50 E:6,556,067.24 STA 2+74.14 STA 3+44.98 L2 70.84 N64° 15' 45"E N: 2,201,985.77 N: 2,202,016.53 E:6,556,095.11 E:6,556,158.91 STA 3+58.27 STA 3+78.27 L3 20.00 N13° 28' 45"E N: 2,202,026.55 N: 2,202,046.00 E:6,556,166.99 E:6,556,171.65 LINE TABLE CL 49-11A ACCESS RAMP Line # Length Direction Start Point End Point STA 1 +00.00 STA 1 +10.00 L1 10.00 N11° 13' 04"E N: 2,202,039.60 N: 2,202,049.41 E:6,556,190.68 E:6,556,192.62 STA 1 +10.00 STA 1 +30.95 L2 20.95 N58° 49' 55"E N: 2,202,049.41 N: 2,202,060.25 E:6,556,192.62 E:6,556,210.55 STA 1 +30.95 STA 2+39.65 L3 108.71 N58° 49' 55"E N: 2,202,060.25 N: 2,202,116.51 E:6,556,210.55 E:6,556,303.56 STA 2+82.86 STA 3+17.76 L4 34.90 N74° 18' 14"E N: 2,202,133.64 N: 2,202,143.08 E:6,556,343.09 E:6,556,376.68 CURVE TABLE CL 49-11A Curve # Radius Length Chord Direction Start Point End Point Delta STA 1 +00.00 STA 1 +33.43 C1 50.00 33.43 N26° 33' 23.94"E N: 2,201,827.49 N: 2,201,856.84 38'18'23" E:6,556,040.83 E:6,556,055.50 STA 2+24.52 STA 2+74.14 C2 50.00 49.62 N35° 49' 58.53"E N: 2,201,947.17 N: 2,201,985.77 56°51'32" E:6,556,067.24 E:6,556,095.11 STA 3+44.98 STA 3+58.27 C3 15.00 13.30 N38° 52' 14.72"E N: 2,202,016.53 N: 2,202,026.55 50°47'00" E:6,556,158.91 E:6,556,166.99 CURVE TABLE CL 49-11A ACCESS RAMP Curve # Radius Length Chord Direction Start Point End Point Delta STA 2+39.65 STA 2+82.86 C1 160.00 43.21 N66° 34' 04.37"E N: 2,202,116.51 N: 2,202,133.64 15°28'19" E:6,556,303.56 E:6,556,343.09 SHOWNCURVE LENGTHS NOTE. THE D FFE ENCEIN PC & PT STAT OINSIDUE TO ROUNDING. SHEET TITLE LA QUINTA / RIVERSIDE COUNTY CV/LINK V5-LQ: LA QUINTA CONNECTING THE COACHELLA VALLEY MULTI -MODAL TRANSPORTATION FACILITY PLANNING +DESIGN CVAG COACHELLA VALLEY - CALIFORNIA www.altaptanning.com VOLUME 5 ALIGNMENT GEOMETRY PLAN SHEET NO. CG502 SCALE: AS SHOWN JULIAN A. DE LA TORRE C43880 DATE SHEET OF 45067 U Y Z_ J U ai M ca a) 0 CL 0- CV CV CID N 0 CV d 0 L i CO 43) co CB N J LU `) I MARK DATE DESCRIPTION / -- — V / (E) ROW 8 —A\ (E) ROW \ \ z X 1 LU ++ ^\ a a \ PC:1+12.70 2 3 _ �FV T URE CV �a M 0 2+0 X�. _ M ° ° 4-00 ° IZ c 1 CE501 J-5A CD 10 M O 00 C J U 000 U ce) J � _ u BP. 4+00 r.. � C 6p�p5p0 CE512 - - � CN� 3d � ` �_ � � 4% Po � �4 4 4 - _ _ _CVS Cy 4 Al) V --- F4 M�9P 58'D__ ---- ------------------------ " D.I.P. SEWER FORCE MAIN O LID PER CVWD DWG. NO. 13994 U-) ° Sp INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-301-CP500 DESIGNED BY: BTE DRAWN BY: BTE REVIEWED BY: JAD DATE: 12.20.2022 SCALE: AS SHOWN — — \ O o z a i 1 T (E) 18" CML/CMC WATER MAIN PER CVWD DWG. NO. 11887 CVS CHANNEL ROW ,w PLAN SCALE: 1" = 40' N 0� H > Z: PVI STA: 1+63.51 PVI STA: 3+43.59 b - PVI ELEV: 84.87 PVI ELEV: 76.95 K: 12.82 K: 14.71 r r 100 LVC: 50.00 LVC: 50.00 OZ � o ICY) C) Lq � L0 � 00Q CO + + + + (n w w M W co W > m � w � m > w m w m w Q N P NCq N co R 90 co w O0 w F -o.50% J-5A L FG @ C/L M 00 C) ECD 0 \ ,44Qo Q U) > 80 °° w U w > LU w LU O CV 0000 M M W � CIS 06 00 r � LL Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jeROFESS / \ p. DE q Tog F��i � m Z LU C43880 m \F OF CA��FO/ 1+00 2+00 APPROVED BY: MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVENRANCHO MIRAGEmCA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 APPROVED BY - PREPARED UNDER THE DIRECT SUPERVISIO OF: 12-21-22 JULIAN A. DE LA TORRE C43880 DATE 3+00 4+00 R.C.E. NO. PRIME CONSULTANT DATE alta R.C.E. N0. DATE PLANNING + DESIGN cVAG www.altaptanning.com 100 40 0 20 40 80 SCALE PLAN SCALE FEET SHEET TITLE CV/LINK CONNECTING THE COACHELLA VALLEY MULTI -MODAL TRANSPORTATION FACILITY COACHELLA VALLEY - CALIFORNIA C. V. W.D. APPROVAL APPROVAL OF THIS DRAWING BY C.V.W D. IS ONLY THAT PORTION WITHIN C.V.W D. RIGHT OF WAY FOR ENCROACHMENT PERMIT NO. APPROVAL OF THIS DRAWING BY C.V.W D. DOES NOT INCLUDE APPROVAL OF ANY PORTION OF THE PROJECT AS TO THE ADEQUACY OF ITS INTENDED FUNCTION. C.V.W.D. DRAWING APPROVAL Checked: DATE PROJECT ENGINEER Recommended: DIRECTOR OF ENGINEERING I I Revisions DATE APPR. O SHEET KEYNOTES 1. MATCH (E) CONCRETE. 2. CONSTRUCT CONCRETE SHOULDER BETWEEN PATH AND (E) CONC SLOPE PROTECTION, SEE 3/CD803. 3. INSTALL 190 LF OF CABLE RAILING (TYPE A). SEE 1/AD807 & 4/CD803. <T> SECTION ASSEMBLY X > TRANSITION TO MATCH SIDEWALK IMPROVEMENTS Jyyp�C,L-QQyw 1 J J LU 2 2 C BUFFER PATH BUFFER /T > TEE INTERSECTION CODE: B BARRIER F FENCE S SLOPE PROTECTION C CURB R RAILING W WALL KEY MAP LA QUINTA I RIVERSIDE COUNTY V5-LQ: LA QUINTA 47-6A PLAN & PROFILE BEGIN TO END VOLUME 5 SHEET NO. CP500 SHEET OF U Y Z_ J U ai (13 a) 0 CL 75 N N cV CV O N O CV a; 0 IL U CB N n3 N J w `) I MARK DATE DESCRIPTION - CVS ROW - CHANNEL �) 1 (E ) � MAP 1758-10 r> s l ----------- [FUTURE] ___ _ _ CE501 FUTURE --- _ (E) ROW EX/STING SLOPE PROTECTION J_`�C A M - i 00 - --- + o C7 0 (E) 12" D.I.P. SEWER FORCE MAIN WASHINGTON ST PER CVWD DWG. NO. 13994 \ �3d - \ -- \ \\ z _ 4Z z \ [FUTURE] — + z o J � � Q to m — -- Z 0 W C� ULU 2 — W CIO INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-301-CP501 DESIGNED BY: BTE DRAWN BY: BTE REVIEWED BY: JAD DATE: 12.20.2022 SCALE: AS SHOWN Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jeROFESS / �Q� DE q Tog � m Z LU C43880 \F OF CA��FO/ SCALE: 1" = 40' APPROVED BY: MSA CONSULTING, INC. V34200 NNING ■ CIVIL ENGINEERING ■ LAND SURVEYING BOB HOPEDRIVENRANCHO MIRAGEmCA 92270 HONE (760) 320-9811 • FAx (760) 323-7893 APPROVED BY: PREPARED UNDER THE DIRECT SUPERVISIO F: G 12-21-22 JULIAN A. DE LA TORRE C43880 DATE 1 CE51 C/L 47-bA - SEE C P500 --- 3d -- _ S 3d CHANNEL DR CVS CHANNEL ROW — G O \ (E) 18" CML/CMC WATER MAIN \ PER CVWD DWG. NO. 11887 1 lcf 5 ^ — co . + 4 ------------ S � G 1 2 3 40 0 20 40 80 SCALE PLAN SCALE FEET Of H OOf _� II II J-5A W J O O U 0 N O (M CD II F- II 80 J m c� LLI EG @ C/L P - ` -- — — — — -0.22% R FG @ C/L co Oco F U a I 70 L E 60 LU Ij N LU N r CO LU LL � E rl- 15+00 R.C.E. NO. PRIME CONSULTANT DATE a Ita 16+00 :N 70 .t O LO ti 17+00 SHEET TITLE CV/LINK CONNECTING THE COACHELLA VALLEY R.C.E. N0. MULTI -MODAL TRANSPORTATION FACILITY DATE PLANNING + DESIGN CVAG COACHELLA VALLEY - CALIFORNIA www.altaptanning.com C. V. W.D. APPROVAL APPROVAL OF THIS DRAWING BY C.V.W D. IS ONLY THAT PORTION WITHIN C.V.W D. RIGHT OF WAY FOR ENCROACHMENT PERMIT NO. APPROVAL OF THIS DRAWING BY C.V.W D. DOES NOT INCLUDE APPROVAL OF ANY PORTION OF THE PROJECT AS TO THE ADEQUACY OF ITS INTENDED FUNCTION. C.V.W.D. DRAWING APPROVAL Checked: DATE PROJECT ENGINEER Recommended: DIRECTOR OF ENGINEERING Revisions DATE APPR. 0 SHEET KEYNOTES 1. CONSTRUCT PATH w/ SEEDED GLASS CONCRETE (SGC) BANDING - TYPE II, SEE 2/CD804. 2. CONSTRUCT CONCRETE SHOULDER BETWEEN PATH AND (E) CONC SLOPE PROTECTION, SEE 3/CD803. 3. CONTRACTOR TO REPLACE AND RESTORE ALL DISTURBED LANDSCAPE. CONTRACTOR SHALL PROVIDE PROPOSED IMPROVEMENT SUBMITTAL TO LANDSCAPE ARCHITECT PRIOR TO PROCEEDING. 4. TRANSITION PED PATH AS SHOWN, TAPER LENGTH SHALL BE 1.5 X PATH WIDTH MIN. 5. INSTALL 50 LF OF CABLE RAILING (TYPE A). SEE 1/AD807 & 4/CD803. /: / GRADE TO DAYLIGHT WITHIN R/W, MATCH (E) SIDESLOPE \ OR 1.5H:lV MAX, UNLESS APPROVED BY ENGINEER <T> SECTION ASSEMBLY T > TEE INTERSECTION LU Uj ��C,L' �yyo 0 5 10 5 LU U) 1 0 BUFFER PATH BUFFER T , TAPER PATH WIDTH TO 14 FT C,4 (_9 y Y '�R CIL yy(_g Lu LU -.dL— _""_ L 2 J U 5 8 LU > U) U BUFFER PATH PED CODE: B BARRIER F FENCE S SLOPE PROTECTION C CURB R RAILING W WALL KEY MAP LA QUINTA I RIVERSIDE COUNTY V5-LQ: LA QUINTA 474A TO 49-6A PLAN & PROFILE BEGIN TO 17+00 VOLUME 5 SHEET NO. CP501 SHEET OF 45069 U Y z U (13 CL 75 Q CV CV 0 0 co 43) co co U N (6 J I w 0 \ I m left Y � I w � X Q U UNIMPROVED 15 16 AREA WTR VAULT CVS CHAR I VET BAN K - � I / RISER C V t/NK PDTC (85.14) '4 TH o (84.64) BCR J ECA:L3:1,N7ET \ 6 a a ° a 24 a - a ° 00000 o � I 000� �� - TYP 7 9 29 I �d CURB: H - 6" TO 0" ° a ° CROSSWALK I <0 a ° ° ° Z ss UTIL CABINET 0 25 27 rr^ 0 a ° Q GP V o ° \� Z 0000 26 3 15?1 � 0 0 0 0 0 CABINET 000 0,. I Q 25 000000 w `) I MARK DATE DESCRIPTION PLAN SCALE: 1 "=5' INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-302-CE512 DESIGNED BY: SRB DRAWN BY: SRB REVIEWED BY: DY DATE: 11.18.2022 SCALE: AS SHOWN Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE CURB & GUTTER a 11CV 2 DRI VEWA Y I ASPH e FESS/p O- 42110 z rzn rn 9p C alta PLANNING + DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF: STEVEN B. FRIESON CURB: H = 6" TO 0" I.01 ° r N W� \ �b O 0.5% 1�8 - °P �� M DRI VEWA Y GRADING PLAN SCALE: 1 "=5' CITY OF LA QUINTA PRIME CONSULTANT LANDING AREA RETAINING CURB H=6"TO0" LANDSCAPE TC (84.80) (84.30) 0,, % --- Q� Q� 12.3' U w N 5 0 5 10 SCALE PLAN SCALE FEET SHEET TITLE GENERAL SHEET NOTES 1. LOCATIONS OF UTILITIES ARE APPROXIMATE AND DEPTHS ARE UNKNOWN. USE BORING INFORMATION AS A GUIDE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED IN KIND AT THE EXPENSE OF THE CONTRACTOR. 2. FIELD VERIFY EXISTING FEATURES AND UTILITIES AS REQUIRED. 3. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT, UNLESS OTHERWISE NOTED. 0 SHEET KEYNOTES 1. SAWCUT (E) ASPHALT, MIN 2 FT. 2. REMOVE ASPHALT PAVEMENT AND REPLACE IN KIND. 3. CONSTRUCT CURB PER CITY OF LA QUINTA 'COLA' STD. PLAN NO. 250, CURB RAMP DETAILS. 4. PROTECT IN PLACE (E) SIGNAL POLE. RELOCATE PED PUSH BUTTON, SEE NOTE 27. 5. PROTECT IN PLACE E) WATER VAULT, ADJUST TO GRADE AS REQUIRED. 6. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', HT = 0" @ BEGINNING OF RAMP. 7. REPLACE CROSSWALK PAVEMENT MARKINGS IN KIND. 8. CONSTRUCT CURB RAMP, SIMILAR TO 'COLQ' STD. PLAN NO. 250, CURB RAMP CASE A. 9. CONSTRUCT DETECTABLE WARNING, PER 'COLQ' STD. PLAN NO. 250 (SHT 7), TRUNCATED DOME CONCRETE TILE DETAIL. 10. CONSTRUCT GUTTER FLOW LINE. 11. DEMO (E) SPANDREL AND CONSTRUCT SPANDREL PER 'COLQ' STD. PLAN NO. 230, CROSS GUTTER LAYOUT. 12. MATCH (E) CONC PAVEMENT EDGE. 13. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS'. 14. SAWCUT OR MATCH NEAREST CONC JOINT. 15. BEGIN SPANDREL AT BCR, ASPH PAVEMENT PATCH TO PROVIDE POSITIVE DRAINAGE TOWARD GUTTER. 16. MATCH (E) CURB. 17. MATCH (E) SIDEWALK WITH SAWCUT OR NEAREST CONC JOINT. 18. PROTECT IN PLACE (E) STL BEAM & WOOD POST HIGHWAY GUARDRAIL. 19. DEMO) CURB RAMP, SIDEWALK, AND CURB AS REQUIRED. 20. MATCH GRADE AND WIDTH OF MULTI -USE CV LINK PATH. 21. UTILITY CABINET RELOCATED BY OTHERS. 22. MATCH (E) EDGE OF CONC UTILITY PAD. 23. CONSTRUCT SIDEWALK PER 'COLQ' STD. PLAN NO. 240, SIDEWALK AND CURB. 24. RELOCATE UTILITY SIGN, COORDINATE WITH UTILITY OWNER. 25. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', H = 0" @ BACK OF RAMP. 26. PROTECT IN PLACE (E) SIGNAL POLE AND CONC PAD. RELOCATE PED PUSH BUTTON, SEE NOTE 27. 27. RELOCATE (E) PUSH BUTTON ON NEW PUSH BUTTON ASSEMBLY PER CALTRANS RSP ES-7A. 28. MATCH (E) CURB & GUTTER. 29. PROTECT / RESTORE / OR CONSTRUCT NEW LANDSCAPING & IRRIGATION IN -KIND TO MATCH (E) ADJACENT LANDSCAPING FOR ALL CONSTRUCTION REMOVAL AREAS AND DISTURBED AREAS. VOLUME 6 SHEET NO. LA QUINTA / RIVERSIDE COUNTY BRYAN MCKINEEY. P.E. DATE V5-LQ: LA QUINTA PUBLIC WORKS DIRECTOR/CITY ENGINEER a I ra V/ L IN IX R.C.E. NO. 49418 EXP DATE 9-30-24 CONNECTING THE COACHELLA VALLEY APPROVED BY: R.C.E. NO. 1 I MULTI -MODAL TRANSPORTATION FACILITY 11-18-22 DATE PLANNING n DESIGN CVAG COACHELLA VALLEY - CALIFORNIA DATE www.altaplaning.com APPROVED BY: n WAS H I N GTO N ST EAST SIDEWALK IMPROVEMENTS DETAILED PLAN CE512 SHEET OF GENERAL SHEET NOTES U Y z J U a� 0 CL Q 0 0 N O C N 0 E 0 IL Y co U CB N 43) co (N (6 J LIGHT POST SIGNAL POLE w/ MAST M, - LUMINAIRE, & PED BUTTON RETAINING CURB HEIGHT VARIES LANDSCAPE CHANNEL DR PLAN SCALE: 1 "=5' INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-302-CE513 DESIGNED BY: SRB DRAWN BY: SRB REVIEWED BY: DY w DATE: 11.18.2022 "-� MARK DATE DESCRIPTION SCALE: AS SHOWN Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG CROSSWALK I� z 0 Z X W NOR Q�tOFESS/O a Ita O� 0 42110 z rzn PLANNING + DESIGN q C / v' ��P PREPARED UNDER THE DIRECT SUPERVISION OF: TF OF CAL�FO� STEVEN B. FRIESON 11-18-22 DATE SIDEWALK (0.2V.) TC (84.03), (83.53) CONC PAD O. N m v � °° 1.8' °° 6.9'IV 5.4% coco o�o 84 00 of IR ` 0.9° C� I " 41 3 83 69 J Pl �I 120 �3' - - - o\o - �� Ir 83 68 8� 22 o�o 83.47 20o h\° �� 8Q r 8365 TC co �p\ 0 8425 0, p. RETAINING CURB ` 83�5 TC ` HEIGHT VARIESCO ----- o 6 3 = r °O o �o�o�c °CDI & 0.4% `9 0.4% 0S 0 8% ti$ TC (84.22) (83.72) 11 cel. 83.56 z 0 Z hLq - �3 1.0% 0.9% 2.1% 2.5% Cl) 00 CHANNEL DR GRADING PLAN SCALE: 1 "=5' N 5 0 5 10 SCALE PLAN SCALE FEET APPROVED BY: n % CITY OF LA QUINTA PRIME CONSULTANT BRYAN MCKINEEY. P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER a Ita R.C.E. NO. 49418 EXP DATE 9-30-24 APPROVED BY: I R.C.E. NO. DATE SHEET TITLE 1. LOCATIONS OF UTILITIES ARE APPROXIMATE AND DEPTHS ARE UNKNOWN. USE BORING INFORMATION AS A GUIDE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED IN KIND AT THE EXPENSE OF THE CONTRACTOR. 2. FIELD VERIFY EXISTING FEATURES AND UTILITIES AS REQUIRED. 3. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT, UNLESS OTHERWISE NOTED. 0 SHEET KEYNOTES 1. SAWCUT (E) ASPHALT, MIN 2 FT. 2. REMOVE ASPHALT PAVEMENT AND REPLACE IN KIND. 3. CONSTRUCT CURB PER CITY OF LA QUINTA 'COLQ' STD. PLAN NO. 250, CURB RAMP DETAILS. 4. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', HT = 0" @ BEGINNING OF RAMP. 5. REPLACE CROSSWALK PAVEMENT MARKINGS IN KIND. 6. CONSTRUCT CURB RAMP, SIMILAR TO 'COLQ' STD. PLAN NO. 250, CURB RAMP CASE A. 7. CONSTRUCT DETECTABLE WARNING, PER 'COLQ' STD. PLAN NO. 250 (SHT 7), TRUNCATED DOME CONCRETE TILE DETAIL. 8. CONSTRUCT GUTTER FLOW LINE. 9. DEMO (E) SPANDREL AND CONSTRUCT SPANDREL PER 'COLQ' STD. PLAN NO. 230, CROSS GUTTER LAYOUT. 10. MATCH (E) CONC PAVEMENT EDGE. 11. SAWCUT OR MATCH NEAREST CONC JOINT. 12. BEGIN SPANDREL AT BCR, ASPH PAVEMENT PATCH TO PROVIDE POSITIVE DRAINAGE TOWARD GUTTER. 13. MATCH (E) CURB. 14. MATCH (E) CURB & GUTTER. 15. MATCH (E) SIDEWALK WITH SAWCUT OR NEAREST CONC JOINT. 16. MATCH (E) EDGE OF CONC PAD. 17. DEMO (E) CURB RAMP, SIDEWALK, AND CURB AS REQUIRED. 18. CONSTRUCT SIDEWALK PER 'COLQ' STD. PLAN NO. 240, SIDEWALK AND CURB. 19. CONSTRUCT 6" RETAINING CURB PER'COLQ' STD. PLAN NO. 250, CURB RAMP CASE D. 20. PROTECT IN PLACE (E) SIGNAL PULL BOX. 21. PROTECT IN PLACE (E) SIGNAL POLE AND CONC PAD. RELOCATE PED PUSH BUTTON, SEE NOTE 22. 22. RELOCATE (E) PUSH BUTTON ON NEW PUSH BUTTON ASSEMBLY PER CALTRANS RSP ES-7A. 23. PROTECT / RESTORE / OR CONSTRUCT NEW LANDSCAPING & IRRIGATION IN -KIND TO MATCH (E) ADJACENT LANDSCAPING FOR ALL CONSTRUCTION REMOVAL AREAS AND DISTURBED AREAS. VOLUME 6 SHEET NO. LA QUINTA / RIVERSIDE COUNTY CV/LINK V5-LQ: LA QUINTA CONNECTING THE COACHELLA VALLEY WASH I NGTON ST WEST SIDEWALK IMPROVEMENTS MULTI -MODAL TRANSPORTATION FACILITY PLANNING +DESIGN www.altaptanning.com CVAG COACHELLA VALLEY - CALIFORNIA DETAILED PLAN CE513 SHEET OF 45453 U z_ J > U ai a� 0 5= IL 0 0 N N O N 6) CV a� is 0 5= Y (a CU U Cz w co J E 3 0 + CD C) PC: 1+122..70 G U) Z O O Z - PC: 1 +39.01 L1 C2 BEGIN: 1+12.6 J_F M 00 O + I L3 MC co + 3 O , L CVS CHANNEL ROW C4 4� `4q TO -�60O 49,6 o� o� o ^ti�oC co -co co 0 eb CL 47-4A TO 49- 6A ^ SEE CG500 ----------------------------------- ----------- ----- -"_----- - ----- op t' C1 L2 Ll CA L2 CL 47-4A TO 49-6A SEE CG500 LO o ff -o m o N o + z + o U CDp CD�4 N Q z P - IV w d �O Owl � CVS CHANNEL ROW N Nam► CL 47-6A CL 48-6A AND 48-8A N PLAN PLAN II SCALE: 1" = 100' SCALE: 1" = 100' LINE TABLE CL 47-6A Line # Length Direction Start Point End Point STA 1+12.64 STA 1+12.70 L1 0.06 N12° 20' 26"E N: 2,204,522.42 N: 2,204,522.47 E:6,548,075.56 E:6,548,075.58 STA 1 +31.10 STA 1 +39.01 L2 7.90 S79° 47' 12"E N: 2,204,531.72 N: 2,204,530.32 E:6,548,089.43 E:6,548,097.20 STA 3+84.34 STA 4+08.34 L3 24.00 S75° 38' 28"E N: 2,204,424.61 N: 2,204,418.66 E:6,548,315.52 E:6,548,338.77 CURVE TABLE CL 47-6A Curve # Radius Length Chord Direction Start Point End Point Delta STA 1 +12.70 STA 1 +31.10 C1 12.00 18.40 N56° 16' 37.15"E N: 2,204,522.47 N: 2,204,531.72 87°52'22" E:6,548,075.58 E:6,548,089.43 STA 1 +39.01 STA 3+38.40 C2 375.00 199.39 S64° 33' 14.12"E N: 2,204,530.32 N: 2,204,445.65 30°27'55" E:6,548,097.20 E:6,548,275.14 STA 3+38.40 STA 3+84.34 C3 100.00 45.94 S62° 28' 52.48"E N: 2,204,445.65 N: 2,204,424.61 26°19'12" E:6,548,275.14 E:6,548,315.52 w01/06/20231 REVISED ALIGNMENT co `" MARK DATE DESCRIPTION INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-203-CG502 DESIGNED BY: BTE DRAWN BY: SMS REVIEWED BY: JAD DATE: 12.19.2022 Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jeROFESS / �Lu r'C4.8.0 DE qTop OF CAS F LINE TABLE CL 48-6A Line # Length Direction Start Point End Point STA 0+00.00 STA 0+19.44 L1 19.44 S52° 06' 48"E N: 2,202,883.64 N: 2,202,871.70 E:6,550,392.46 E:6,550,407.81 STA 0+76.35 STA 2+70.00 L2 193.65 S68° 25' 02"E N: 2,202,843.57 N: 2,202,772.34 E:6,550,457.06 E:6,550,637.13 LINE TABLE CL 48-8A Line # Length Direction Start Point End Point STA 1 +00.00 STA 2+62.24 L1 162.24 S71 ° 19' 26"E N: 2,202,758.72 N: 2,202,706.77 E:6,550,661.12 E:6,550,814.81 STA 2+90.88 STA 2+97.21 L2 6.33 S87° 44' 03"E N: 2,202,701.58 N: 2,202,701.33 E:6,550,842.88 E:6,550,849.21 CURVE TABLE CL 48-6A Curve # Radius Length Chord Direction Start Point End Point Delta STA 0+19.44 STA 0+76.35 C1 200.00 56.91 S60° 15' 55.16"E N: 2,202,871.70 N: 2,202,843.57 16°18'14" E:6,550,407.81 E:6,550,457.06 CURVE TABLE CL 48-8A Curve # Radius Length Chord Direction Start Point End Point Delta STA 2+62.24 STA 2+90.88 C1 100.00 28.64 S79° 31' 44.47"E N: 2,202,706.77 N: 2,202,701.58 16°24'38" E:6,550,814.81 E:6,550,842.88 APPROVED BY: V34 SA CONSULTING, INC. NG ■ CIVIL ENGINEERING ■ LAND SURVEYING B HOPE DRIVE ■RANCHO MIRAGE ■ CA 92270 NE (760) 320-9811 ■ FAx (760) 323-7893 APPROVED BY: PREPARED UNDER THE DIRECT SUPERVISION F: 12-21-22 R.C.E. No. PRIME CONSULTANT DATE a Ita R.C.E. NO. DATE J-! N 00 ti co CL 49-8A TO 5 - SEE CG5 0 1 01 --___---- xs _ _ Ac 2X2sr---------- 2 L3 .S ------ -- L2 GZ - A�, 7, / + C� N o_ l6 m J U IG3 �F N cM N 19 co O LO 0 J U co + M U d 0 0 0 0 + 2 07 07 w U U Q Q J U J-! c tIQ N W0 co N A P1:1+10.00 a z PI: 1 +30.9cn 5 w L3 C1 L4 �L1---------------------------low CL 49-8A TO 50-1 SEE CG501 CVS CHANNEL ROW �G VISTA GRANDE CL 49-11A AND 49-11A ACCESS RAMP PLAN SCALE: 1" = 100' LINE TABLE CL 49-11A Line # Length Direction Start Point End Point STA 1 +33.43 STA 2+24.52 L1 91.10 N07° 24' 13"E N: 2,201,856.84 N: 2,201,947.17 E:6,556,055.50 E:6,556,067.24 STA 2+74.14 STA 3+44.98 L2 70.84 N64° 15' 45"E N: 2,201,985.77 N: 2,202,016.53 E:6,556,095.11 E:6,556,158.91 STA 3+58.27 STA 3+78.27 L3 20.00 N13° 28' 45"E N: 2,202,026.55 N: 2,202,046.00 E:6,556,166.99 E:6,556,171.65 LINE TABLE CL 49-11A ACCESS RAMP Line # Length Direction Start Point End Point STA 1 +00.00 STA 1 +10.00 L1 10.00 N11° 13' 04"E N: 2,202,039.60 N: 2,202,049.41 E:6,556,190.68 E:6,556,192.62 STA 1 +10.00 STA 1 +30.95 L2 20.95 N58° 49' 55"E N: 2,202,049.41 N: 2,202,060.25 E:6,556,192.62 E:6,556,210.55 STA 1 +30.95 STA 2+39.65 L3 108.71 N58° 49' 55"E N: 2,202,060.25 N: 2,202,116.51 E:6,556,210.55 E:6,556,303.56 STA 2+82.86 STA 3+17.76 L4 34.90 N74° 18' 14"E N: 2,202,133.64 N: 2,202,143.08 E:6,556,343.09 E:6,556,376.68 CURVE TABLE CL 49-11A Curve # Radius Length Chord Direction Start Point End Point Delta STA 1 +00.00 STA 1 +33.43 C1 50.00 33.43 N26° 33' 23.94"E N: 2,201,827.49 N: 2,201,856.84 38'18'23" E:6,556,040.83 E:6,556,055.50 STA 2+24.52 STA 2+74.14 C2 50.00 49.62 N35° 49' 58.53"E N: 2,201,947.17 N: 2,201,985.77 56°51'32" E:6,556,067.24 E:6,556,095.11 STA 3+44.98 STA 3+58.27 C3 15.00 13.30 N38° 52' 14.72"E N: 2,202,016.53 N: 2,202,026.55 50°47'00" E:6,556,158.91 E:6,556,166.99 CURVE TABLE CL 49-11A ACCESS RAMP Curve # Radius Length Chord Direction Start Point End Point Delta STA 2+39.65 STA 2+82.86 C1 160.00 43.21 N66° 34' 04.37"E N: 2,202,116.51 N: 2,202,133.64 15°28'19" E:6,556,303.56 E:6,556,343.09 SHOWNCURVE LENGTHS NOTE. THE D FFE ENCEIN PC & PT STAT OINSIDUE TO ROUNDING. SHEET TITLE LA QUINTA / RIVERSIDE COUNTY CV/LINK V5-LQ: LA QUINTA CONNECTING THE COACHELLA VALLEY MULTI -MODAL TRANSPORTATION FACILITY PLANNING +DESIGN CVAG COACHELLA VALLEY - CALIFORNIA www.altaptanning.com VOLUME 5 ALIGNMENT GEOMETRY PLAN SHEET NO. CG502 SCALE: AS SHOWN JULIAN A. DE LA TORRE C43880 DATE SHEET OF 45067 U Y Z_ J U ai (a a) 0 CL a- 00 CV CV O N 0 CV d 0 L i CO 43) co CB N J V \ / \ (E) ROW ------ 8 fFUT�RE� — Cz - N4 D.I.P. SEWER FORCE MAIN \ 1PER CVWD DWG. NO. 13994 �' z \ 0 G m INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-301-CP500 DESIGNED BY: BTE 2 01/06/2023 1 REVISED ALIGNMENT, DETAIL DRAWN BY: BTE REVIEWED BY: JAD LU 1 01/14/2022 I TA I SLOPE PROTECTION MOD. DATE: 12.20.2022 co w— MARK DATE DESCRIPTION SCALE: AS SHOWN \ — (E) ROW Q \�\ \z X 1 2 �Q 3 o0 \ 0 COLU M 2+0 i 1 \ PC.1+12.7C BP: 1+12.64 \ \ �12 GG G G (E) 18" CML/CMC WATER MAIN PER CVWD DWG. NO. 11887 6p�p pp33 PLAN SCALE: 1" = 40' 1 CE501 J-5A MCD O O M _Q M 00 M + J u 6 4+00 - _ _ _CVS Cy 4 Al) V ----- ----- ------- F4 M�9P 58'D__ -3\ ° C/t 47 � 4 0 O DAO L6 9 6,q �� SF m�---I'--) I I - ___l `1111F Cp so CVS CHANNEL ROW \ N 0� H > Z: PVI STA: 1+63.51 PVI STA: 3+43.59 b - PVI ELEV: 84.87 PVI ELEV: 76.95 K: 12.82 K: 14.71 r r 100 LVC: 50.00 LVC: 50.00 OZ � o ��w Lq � L0 � 00Q CO + + + + (n w w M w co W > m � w � m > w m w m w Q N P NCq N co R 90 co w O0 w F -o.50% J-5A L FG @ C/L M 00 C) ECD 0 \ ,44Qo Q U) > 80 °° w U w EG @ C/L > LU w LU O CV 0000 M M W � CIS 06 00 r � LL Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jeROFESS / D E t4 Tog � m Z LU C43880 m \F OF CA��FO/ 1+00 2+00 APPROVED BY: MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVENRANCHO MIRAGEmCA 92270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 APPROVED BY: PREPARED UNDER THE DIRECT SUPERVISIO OF: 12-21-22 JULIAN A. DE LA TORRE C43880 DATE 3+00 4+00 R.C.E. NO. PRIME CONSULTANT alta DATE R.C.E. NO. 100 DATE PLANNING +DESIGN �CVAG www.altaplanning.com 40 0 20 40 80 SCALE PLAN SCALE FEET SHEET TITLE CV/LINK CONNECTING THE COACHELLA VALLEY MULTI -MODAL TRANSPORTATION FACILITY COACHELLA VALLEY - CALIFORNIA C. V. W.D. APPROVAL APPROVAL OF THIS DRAWING BY C.V.W D. IS ONLY THAT PORTION WITHIN C.V.W D. RIGHT OF WAY FOR ENCROACHMENT PERMIT NO. APPROVAL OF THIS DRAWING BY C.V.W D. DOES NOT INCLUDE APPROVAL OF ANY PORTION OF THE PROJECT AS TO THE ADEQUACY OF ITS INTENDED FUNCTION. C.V.W.D. DRAWING APPROVAL Checked: DATE PROJECT ENGINEER Recommended: DIRECTOR OF ENGINEERING Revisions O SHEET KEYNOTES DWG NO. DATE APPR. 1. MATCH (E) CONCRETE. 2. CONSTRUCT CONCRETE SHOULDER BETWEEN PATH AND (E) CONC SLOPE PROTECTION, SEE 3/CD803. 3. INSTALL 190 LF OF CABLE RAILING (TYPE A). SEE 1/AD807 & 4/CD803. <T> SECTION ASSEMBLY X > TRANSITION TO MATCH SIDEWALK IMPROVEMENTS Jyyp�C"—pyQo 1 J J LU 2 2 C BUFFER PATH BUFFER /T > TEE INTERSECTION CODE: B BARRIER F FENCE S SLOPE PROTECTION C CURB R RAILING W WALL KEY MAP LA QUINTA I RIVERSIDE COUNTY V5-LQ: LA QUINTA 47-6A PLAN & PROFILE BEGIN TO END VOLUME 5 SHEET NO. CP500 SHEET OF i U Y Z_ J U ai (13 a) T 0 CL 75 N N cV CV O N O CV a; 0 IL U CB N n3 N J _ (E) ROW (E) 12" D.I.P. SEWER FORCE MAIN PER CVWD DWG. NO. 13994 INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-301-CP501 DESIGNED BY: BTE 2 01/06/2023 1 REVISED ALIGNMENT, DETAIL DRAWN BBTE REVIEWED BY: JAD w A ADDED CVWD SIGNATURE DATE: 12.20.2022 co Ln MARK DATE DESCRIPTION SCALE: AS SHOWN Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG jeROFESS / �Q� D E q Tog � m Z LU C43880 \F OF CA��FO/ INN [FUTURE] PLAN SCALE: 1" = 40. APPROVED BY: MSA CONSULTING, INC. V34200 NNING ■ CIVIL ENGINEERING ■ LAND SURVEYING BOB HOPEDRIVENRANCHO MIRAGEmCA 92270 HONE (760) 320-9811 • FAx (760) 323-7893 APPROVED BY: PREPARED UNDER THE DIRECT SUPERVISIO F: G 12-21-22 JULIAN A. DE LA TORRE C43880 DATE C VS CHANNEL MAP 1758-10 EX/STING SLOPE PROTECTION C. V. W.D. APPROVAL APPROVAL OF THIS DRAWING BY C.V.W D. IS ONLY THAT PORTION WITHIN C.V.W D. RIGHT OF WAY FOR ENCROACHMENT PERMIT NO. APPROVAL OF THIS DRAWING BY C.V.W D. DOES NOT INCLUDE APPROVAL OF ANY PORTION OF THE PROJECT AS TO THE ADEQUACY OF ITS INTENDED FUNCTION. 1 C.V.W.D. DRAWING APPROVAL CE501 Checked: DATE J_5A / PROJECT ENGINEER Recommended: DWG NO. o M — - o 000 DIRECTOR OF ENGINEERING N L i + Z o W o O Revisions DATE APPR. Q - N ° cEj C7 0 C) W Cr LO U W O = SHEET KEYNOTES LU z m 2 co m 1 W lij 1. CONSTRUCT PATH W/ SEEDED GLASS Ce) CONCRETE (SGC) BANDING - TYPE II, SEE 2/CD804. + 2. CONSTRUCT CONCRETE SHOULDER - + BETWEEN PATH AND (E) CONC SLOPE PROTECTION, SEE 3/CD803. Mco 5 — 3. CONTRACTOR TO REPLACE AND RESTORE 60 ALL DISTURBED LANDSCAPE. CONTRACTOR 0 0 o �/ SHALL PROVIDE PROPOSED IMPROVEMENT �- co a 4 ? SUBMITTAL TO LANDSCAPE ARCHITECT to - ________ J PRIOR TO PROCEEDING. S � G 1 2 3 V 4 LENGTH STRANSITION PED HALPATH L BE 5 AS PATH WIDTH TAPER H MIN ~ 5. INSTALL 50 LF OF CABLE RAILING (TYPE A). SEE 1/AD807 & 4/CD803. 40 0 20 40 80 SCALE PLAN SCALE FEET Of H OOf o_ n n J-5A W J O O U 0 N O (M CD ii F- 80 J m c� LLI EG @ C/L P - ` -- — — — — -0.22% R FG @ C/L co Oco F U a I 70 L E 60 LU Ij N LU N r CO Lu LL � E rl- 15+00 R.C.E. NO. PRIME CONSULTANT DATE alta 16+00 :N 70 .t O LO ti 17+00 SHEET TITLE CV/LINK CONNECTING THE COACHELLA VALLEY R.C.E. N0. MULTI -MODAL TRANSPORTATION FACILITY DATE PLANNING + DESIGN CVAG COACHELLA VALLEY - CALIFORNIA www.altaptanning.com OGRADE TO DAYLIGHT WITHIN R/W, MATCH (E) SIDESLOPE OR 1.5H:lV MAX, UNLESS APPROVED BY ENGINEER <T> SECTION ASSEMBLY T > TEE INTERSECTION W y 4�C/L�—�QQ0O 1 H H �� U 5 5 LU U BUFFER PATH BUFFER T , TAPER PATH WIDTH TO 14 FT eq W 0 C/L �y y Y YR 0 0 H 2 v �L J jt�qt___* 5 LU U > BUFFER PATH PED CODE: B BARRIER F FENCE S SLOPE PROTECTION C CURB R RAILING W WALL KEY MAP LA QUINTA I RIVERSIDE COUNTY V5-LQ: LA QUINTA 474A TO 49-6A PLAN & PROFILE BEGIN TO 17+00 VOLUME 5 SHEET NO. CP501 SHEET OF 45069 U Y z U (13 CL 75 Q CV CV 0 0 co 43) co co U N (6 J I w 0 \ I m left Y � I w � X Q U UNIMPROVED 15 16 AREA WTR VAULT CVS CHAR I VET BAN K - � I / RISER C V t/NK PDTC (85.14) '4 TH o (84.64) BCR J ECA:L3:1,N7ET \ 6 a a ° a 24 a - a ° 00000 o � I 000� �� - TYP 7 9 29 I �d CURB: H - 6" TO 0" ° a ° CROSSWALK I <0 a ° ° ° Z ss UTIL CABINET 0 25 27 rr^ 0 a ° Q GP V o ° \� Z 0000 26 3 15?1 � 0 0 0 0 0 CABINET 000 0,. I Q 25 000000 w `) I MARK DATE DESCRIPTION PLAN SCALE: 1 "=5' INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-302-CE512 DESIGNED BY: SRB DRAWN BY: SRB REVIEWED BY: DY DATE: 11.18.2022 SCALE: AS SHOWN Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG LANDSCAPE CURB & GUTTER a 11CV 2 DRI VEWA Y I ASPH e FESS/p O- 42110 z rzn rn 9p C alta PLANNING + DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF: STEVEN B. FRIESON CURB: H = 6" TO 0" APPROVED BY: I.01 ° r N W� \ �b O 0.5% 1�8 - °P �� M DRI VEWA Y GRADING PLAN SCALE: 1 "=5' LANDING AREA RETAINING CURB H=6"TO0" LANDSCAPE TC (84.80) (84.30) 0,, % --- Q� Q� 12.3' U w N 5 0 5 10 SCALE PLAN SCALE FEET SHEET TITLE GENERAL SHEET NOTES 1. LOCATIONS OF UTILITIES ARE APPROXIMATE AND DEPTHS ARE UNKNOWN. USE BORING INFORMATION AS A GUIDE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED IN KIND AT THE EXPENSE OF THE CONTRACTOR. 2. FIELD VERIFY EXISTING FEATURES AND UTILITIES AS REQUIRED. 3. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT, UNLESS OTHERWISE NOTED. 0 SHEET KEYNOTES 1. SAWCUT (E) ASPHALT, MIN 2 FT. 2. REMOVE ASPHALT PAVEMENT AND REPLACE IN KIND. 3. CONSTRUCT CURB PER CITY OF LA QUINTA 'COLA' STD. PLAN NO. 250, CURB RAMP DETAILS. 4. PROTECT IN PLACE (E) SIGNAL POLE. RELOCATE PED PUSH BUTTON, SEE NOTE 27. 5. PROTECT IN PLACE E) WATER VAULT, ADJUST TO GRADE AS REQUIRED. 6. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', HT = 0" @ BEGINNING OF RAMP. 7. REPLACE CROSSWALK PAVEMENT MARKINGS IN KIND. 8. CONSTRUCT CURB RAMP, SIMILAR TO 'COLQ' STD. PLAN NO. 250, CURB RAMP CASE A. 9. CONSTRUCT DETECTABLE WARNING, PER 'COLQ' STD. PLAN NO. 250 (SHT 7), TRUNCATED DOME CONCRETE TILE DETAIL. 10. CONSTRUCT GUTTER FLOW LINE. 11. DEMO (E) SPANDREL AND CONSTRUCT SPANDREL PER 'COLQ' STD. PLAN NO. 230, CROSS GUTTER LAYOUT. 12. MATCH (E) CONC PAVEMENT EDGE. 13. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS'. 14. SAWCUT OR MATCH NEAREST CONC JOINT. 15. BEGIN SPANDREL AT BCR, ASPH PAVEMENT PATCH TO PROVIDE POSITIVE DRAINAGE TOWARD GUTTER. 16. MATCH (E) CURB. 17. MATCH (E) SIDEWALK WITH SAWCUT OR NEAREST CONC JOINT. 18. PROTECT IN PLACE (E) STL BEAM & WOOD POST HIGHWAY GUARDRAIL. 19. DEMO) CURB RAMP, SIDEWALK, AND CURB AS REQUIRED. 20. MATCH GRADE AND WIDTH OF MULTI -USE CV LINK PATH. 21. UTILITY CABINET RELOCATED BY OTHERS. 22. MATCH (E) EDGE OF CONC UTILITY PAD. 23. CONSTRUCT SIDEWALK PER 'COLQ' STD. PLAN NO. 240, SIDEWALK AND CURB. 24. RELOCATE UTILITY SIGN, COORDINATE WITH UTILITY OWNER. 25. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', H = 0" @ BACK OF RAMP. 26. PROTECT IN PLACE (E) SIGNAL POLE AND CONC PAD. RELOCATE PED PUSH BUTTON, SEE NOTE 27. 27. RELOCATE (E) PUSH BUTTON ON NEW PUSH BUTTON ASSEMBLY PER CALTRANS RSP ES-7A. 28. MATCH (E) CURB & GUTTER. 29. PROTECT / RESTORE / OR CONSTRUCT NEW LANDSCAPING & IRRIGATION IN -KIND TO MATCH (E) ADJACENT LANDSCAPING FOR ALL CONSTRUCTION REMOVAL AREAS AND DISTURBED AREAS. VOLUME 6 SHEET NO. LA QUINTA / RIVERSIDE COUNTY BRYAN MCKINEEY. P.E. DATE V5-LQ: LA QUINTA PUBLIC WORKS DIRECTOR/CITY ENGINEER a I ra V/ L IN IX R.C.E. NO. 49418 EXP DATE 9-30-24 CONNECTING THE COACHELLA VALLEY APPROVED BY: R.C.E. NO. 1 I MULTI -MODAL TRANSPORTATION FACILITY 11-18-22 DATE PLANNING n DESIGN CVAG COACHELLA VALLEY - CALIFORNIA DATE www.altaplaning.com CITY OF LA QUINTA PRIME CONSULTANT 1 /6/23 WAS H I N GTO N ST EAST SIDEWALK IMPROVEMENTS DETAILED PLAN CE512 SHEET OF GENERAL SHEET NOTES U Y z J U a� 0 CL Q 0 0 N O C N 0 E 0 IL Y co U CB N 43) co (N (6 J LIGHT POST SIGNAL POLE w/ MAST M, - LUMINAIRE, & PED BUTTON RETAINING CURB HEIGHT VARIES LANDSCAPE CHANNEL DR PLAN SCALE: 1 "=5' INFO PROJECT NO: 2015-093 CAD DWG FILE: CVL_V5-302-CE513 DESIGNED BY: SRB DRAWN BY: SRB REVIEWED BY: DY w DATE: 11.18.2022 "-� MARK DATE DESCRIPTION SCALE: AS SHOWN Underground Service Alert DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO WORKING DAYS BEFORE YOU DIG CROSSWALK I� z 0 Z X W NOR Q�tOFESS/O a Ita O� 0 42110 z rzn PLANNING + DESIGN q C / v' ��P PREPARED UNDER THE DIRECT SUPERVISION OF: TF OF CAL�FO� STEVEN B. FRIESON 11-18-22 DATE SIDEWALK (0.2V.) TC (84.03), (83.53) CONC PAD O. N m v � °° 1.8' °° 6.9'IV 5.4% coco o�o 84 00 of IR ` 0.9° C� I " 41 3 83 69 J Pl �I 120 �3' - - - o\o - �� Ir 83 68 8� 22 o�o 83.47 20o h\° �� 8Q r 8365 TC co �p\ 0 8425 0, p. RETAINING CURB ` 83�5 TC ` HEIGHT VARIESCO ----- o 6 3 = r °O o �o�o�c °CDI & 0.4% `9 0.4% 0S 0 8% ti$ TC (84.22) (83.72) 11 cel. 83.56 z 0 Z hLq - �3 1.0% 0.9% 2.1% 2.5% Cl) 00 CHANNEL DR GRADING PLAN SCALE: 1 "=5' N 5 0 5 10 SCALE PLAN SCALE FEET APPROVED BY: CITY OF LA QUINTA PRIME CONSULTANT 1 /6/23 BRYAN MCKINEEY. P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER a Ita R.C.E. NO. 49418 EXP DATE 9-30-24 APPROVED BY: I R.C.E. NO. DATE SHEET TITLE 1. LOCATIONS OF UTILITIES ARE APPROXIMATE AND DEPTHS ARE UNKNOWN. USE BORING INFORMATION AS A GUIDE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED IN KIND AT THE EXPENSE OF THE CONTRACTOR. 2. FIELD VERIFY EXISTING FEATURES AND UTILITIES AS REQUIRED. 3. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT, UNLESS OTHERWISE NOTED. 0 SHEET KEYNOTES 1. SAWCUT (E) ASPHALT, MIN 2 FT. 2. REMOVE ASPHALT PAVEMENT AND REPLACE IN KIND. 3. CONSTRUCT CURB PER CITY OF LA QUINTA 'COLA' STD. PLAN NO. 250, CURB RAMP DETAILS. 4. CONSTRUCT CURB PER 'COLQ CURB RAMP DETAILS', HT = 0" @ BEGINNING OF RAMP. 5. REPLACE CROSSWALK PAVEMENT MARKINGS IN KIND. 6. CONSTRUCT CURB RAMP, SIMILAR TO 'COLQ' STD. PLAN NO. 250, CURB RAMP CASE A. 7. CONSTRUCT DETECTABLE WARNING, PER 'COLQ' STD. PLAN NO. 250 (SHT 7), TRUNCATED DOME CONCRETE TILE DETAIL. 8. CONSTRUCT GUTTER FLOW LINE. 9. DEMO (E) SPANDREL AND CONSTRUCT SPANDREL PER 'COLQ' STD. PLAN NO. 230, CROSS GUTTER LAYOUT. 10. MATCH (E) CONC PAVEMENT EDGE. 11. SAWCUT OR MATCH NEAREST CONC JOINT. 12. BEGIN SPANDREL AT BCR, ASPH PAVEMENT PATCH TO PROVIDE POSITIVE DRAINAGE TOWARD GUTTER. 13. MATCH (E) CURB. 14. MATCH (E) CURB & GUTTER. 15. MATCH (E) SIDEWALK WITH SAWCUT OR NEAREST CONC JOINT. 16. MATCH (E) EDGE OF CONC PAD. 17. DEMO (E) CURB RAMP, SIDEWALK, AND CURB AS REQUIRED. 18. CONSTRUCT SIDEWALK PER 'COLQ' STD. PLAN NO. 240, SIDEWALK AND CURB. 19. CONSTRUCT 6" RETAINING CURB PER'COLQ' STD. PLAN NO. 250, CURB RAMP CASE D. 20. PROTECT IN PLACE (E) SIGNAL PULL BOX. 21. PROTECT IN PLACE (E) SIGNAL POLE AND CONC PAD. RELOCATE PED PUSH BUTTON, SEE NOTE 22. 22. RELOCATE (E) PUSH BUTTON ON NEW PUSH BUTTON ASSEMBLY PER CALTRANS RSP ES-7A. 23. PROTECT / RESTORE / OR CONSTRUCT NEW LANDSCAPING & IRRIGATION IN -KIND TO MATCH (E) ADJACENT LANDSCAPING FOR ALL CONSTRUCTION REMOVAL AREAS AND DISTURBED AREAS. VOLUME 6 SHEET NO. LA QUINTA / RIVERSIDE COUNTY CV/LINK V5-LQ: LA QUINTA CONNECTING THE COACHELLA VALLEY WASH I NGTON ST WEST SIDEWALK IMPROVEMENTS MULTI -MODAL TRANSPORTATION FACILITY PLANNING +DESIGN www.altaptanning.com CVAG COACHELLA VALLEY - CALIFORNIA DETAILED PLAN CE513 SHEET OF 45453 ROAD AHEAD RIGHT LANE CLOSED AHEAD LANE CLOSED W20-1 W20-5(R) W4-2(R) C30(CA) ♦USE CROSSWALK USE♦ CROSSWALK 0 R9-3bP(L) R9-3bP(R) R9-3 W1-6(L) W1-6(R) W20-1 10 TRAFFIC CONTROL PLAN GENERAL NOTES: A. It is the responsibility of the contractor performing work on a public street to install and maintain traffic control devices as shown herein, as well as any such additional traffic control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. B. All delineators shall be equipped with reflective bands at night time. C. The contractor shall notify City of La Quinta at least five (5) working days in advance of implementing any construction detour. D. All signs, delineators, barricades, etc. and their installation shall conform to the State of California Standard Specifications latest edition and the 2014 California Manual of Uniform Traffic Control Devices Rev. 6 (2014 CA MUTCD Rev. 6). E. City of La Quinta reserves the right to observe these traffic control plans in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done per 2014 CA MUTCD Rev. 6 with the approval of City of La Quinta Engineer. Revised traffic control plans may be required by City of La Quinta. Exact location of all equipment and traffic control devices shall be determined by the engineer. F. Contractor shall notify any other affected transit services at least five (5) working days prior to construction. G. All traffic control devices, stripes, markings, legends and raised pavement markers shall conform to 2014 CA MUTCD Rev. 6., Standard Plans, and Standard Specifications (most recent edition). H. All traffic control devices shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. I. All traffic lanes shall have a minimum of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. J. Contractor shall provide flaggers as deemed necessary by Engineer. K. Contractor shall notify all affected residents and businesses five (5) working days prior to construction. L. All advance warning signs shall be equipped with flags during day time working hours and with warning lights at night. M. Traffic signals shall remain in operation at all times. Conflicting traffic signal indications shall be covered and signal operation during each construction phase shall be coordinated with and approved by the City of La Quinta Engineer. N. Place additional "LANE CLOSED" (C30) signs on type II barricades at 150 foot intervals throughout extended work areas in each lane that is closed. Install "OPEN TRENCH" (C27) signs whenever an open excavation area exists adjacent to the traveled way. 0. All temporary traffic control devices shall be removed following completion of each construction stage and the permanent traffic control devices shall be restored by the contractor at end of each work day. P. Contractor shall replace/repair all damaged striping with temporary striping or raised pavement markers at end of each working day. Q. Contractor shall comply with the requirements of the American Disability ct Accessibility Guidelines and with the California Accessibility Guidelines as related to pedestrian access and shall maintain pedestrian access at all times per ADA requirements. Sidewalk closure/detour shall comply with the 2014 CA MUTCD Rev. 6 standards. R. Contractor shall cover or remove all conflicting signs. S. Contractor shall post "symbol" uneven lanes. "STEEL PLATES AHEAD" or "BUMP" signs, for pavement surface disruptions of �" or greater. Pavement disruptions of 1" or greater shall have beveled edge of four (4) horizontal to one (1) vertical. T. Contractor shall install "CAUTION STEEL PLATES AHEAD" and/or "ROUGH ROAD" signs in advance of steel plate bridging. CONTRACTOR INFORMATION: AMES CONSTRUCTION 391 N Main Street, Suite 302 Corona CA 92880 Contact: Terry Lee : 951-733-2617 UPDATED TCP LEGEND 1. EXISTING STRIPING & MARKINGS TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED PROPOSED STRIPING & MARKINGS 2. a EXISTING SIGNS » PROPOSED SIGNS 3. O SIGNALIZED INTERSECTION 4. R/C EXISTING RED CURB R/C PROPOSED RED CURB 5. I TYPE III BARRICADE 6. TYPE II BARRICADE W/SIGN 7. CHANNELIZATION DEVICE 8. FLASHING ARROWBOARD (FAB) SCALE: 1 "=40' 9. CM CHANGEABLE MESSAGE SIGN (CMS) 10. WORK AREA REVIEWED 20 ACCEPTED 20 INSTALLATION DATES CITY OF LA QU I N TA 8-14-24 TRAFFIC CONTROL PLANS PREPARED BY: VER: 2 -- MICHAEL STIEGMANN STATEWIDE -- SAFETY SYSTEMS 2722 Fairview St., Santa Ana CA 92704 • 714/468-1919, 888/503-8539fax MARKOUT BEGAN: MARKOUT COMPLETED: TRAFFIC CONTROL PLAN CHANNEL DRIVE AT STRIPING COMPLETED: References: WA S H I N G TO N STREET FIELD CHECK RIGHT LANE CLOSURE PROJECT NO. I DRAWING NO. 1� 1"=20' 20 10 0 20 40 60 80 100 FEET HORIZ. 1"=40' T:\MS Files\CADDRAWINGS\AMES\WASHINGTON & CHANNEL DR — LA QUINTA — V2 8-24 ORIGINAL MAP SCALE SCALES INDEX NUMBER SHEET: 1 OF 1 1 "=40' 40 20 0 40 80 120 160 200 FEET VERT. 1 "_ aw N 00 U1 TABLE 1 TABLE 2 TABLE 3 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING SPEED * MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET 12 FEET (W) MAXIMUM CHANNELIZING DEVICE SPACING X Y Z ** (S) TANGENT Pit MERGING L SHIFTING L/2 SHOULDER L/3 TAPER TANGENT CONFLICT mph ft ft ft ft ft ft ft 20 160 80 40 27 20 40 10 25 250 125 63 42 25 50 12 30 360 180 90 60 30 60 15 35 490 245 123 82 35 70 17 40 640 320 160 107 40 80 20 45 1080 540 1 270 180 45 90 22 50 1200 600 300 200 50 100 25 55 1320 660 330 220 50 100 25 60 1440 720 360 240 50 100 25 65 1560 780 390 260 50 100 25 70 1680 840 420 280 50 100 25 75 1800 900 450 300 50 100 25 * - For other offsets, use the following merging taper length formula for L: For speed of 40 mph or less, L = WS2/60 For speed of 45 mph or more, L = WS Where: L = Taper length in feet W = Width of offset in feet S = Posted speed limit, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph ** - Use for taper and tangent sections where there are no pavement markings or where there is a conflict between existing pavement markings and chonnelizers (CA). LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING SPEED* Min D** DOWNGRADE Min D *** -3% -67. -9Z mph ft ft ft ft 20 115 116 120 126 25 155 158 165 173 30 200 205 215 227 35 250 257 271 287 40 1 305 315 1 333 354 45 360 378 400 427 50 425 446 474 507 55 495 520 553 593 60 570 598 638 686 65 645 682 728 785 70 730 771 825 891 75 820 866 927 1003 * - Speed is posted speed limit, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph ** - Longitudinal buffer space or flogger station spacing *** - Use on sustained downgrade steeper than -3 percent and longer than 1 mile. ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS* A B C ft ft ft URBAN - 25 mph OR LESS 100 100 100 URBAN - MORE THAN 25 mph TO 40 mph 250 250 250 URBAN - MORE THAN 40 mph RURAL 350 500 3 500 350 500 EXPRESSWAY / FREEWAY 1000 1500 2640 * - The distances are approximate, are intended for guidance purposes only, and should be applied with engineering judgment. These distances should be adjusted by the Engineer for field conditions, if necessary, by increasing or decreasing the recommmended distances. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURES NO SCALE Return to Table of Contents Dist COUNTY ROUTE POST IAI LES SHEET TOTAL TOTAL PROJECT SHEETS Demo Work & Concrete Pour N iRR EGIS ED CIVIL E GINEER ^ y �At i fa Ferauz e�O MaY '7"PD" CaD4D2 CONE SPACING SEE TABLE 1 AND NOTE 1 = PLANS APPRovAL DATE ,P 3-si-t9 X AGENTS SNALLLNOT BE RESPONS/BLE FOR y q THE ACC[WACY pV CM LETENESS OF SCANNED 2 p,. �n�ficR"J ZC'OP/ES OF TN/S PLAN SHEE1. __ _ a WASHING�ST. a z m a 600ft 4255ft a r L D ADVANCE WARNING SIGN SEE TABLE 1 SEE TABLE 2 DISTANCE SEE TABLE 3 AND NOTE 1 C B A • • • • • • • • • • • • • � 350ft 350ft • WORK AREA ° 0 • i s s 100' TO 150' Min SIDEWALK L/3 © SEE NOTE 6 500' CLOSED W CONE SEE TABLENI X LANE SEE TABLE 3 NOTE H B ® ROAD CLOSED J WORK IGHT LAN I SEE NOTE 4 G20-2 SEE NOTE 3 AHEAD �A CHEAEO ❑A C30(CA) W20-1 C20(CA)R W4-21 SEE NOTE 5 NOTES: SEE NOTE 2 SEE NOTES 2 SEE NOTES 2 AND 7 AND 7 TYPICAL LANE CLOSURE See Standard Plan T9 for tables. 'D Z Use cone spacing X for toper segment, Y for tangent segment or Z for Q (v WASH conflict situations, as appropriate, per Table 1, unless X, Y, or Z cone 00 spacing is shown on this sheet. 00 ENTRANCE Provide at least one person to continuously maintain traffic control devices 0 ( EAST) for lane closures. r a LEGEND SIGN PANEL SIZE (Min) Z • TRAFFIC CONE ❑A 48 x 48 0 TRAFFIC CONE (OPTIONAL TAPER) © 36" x 18" _L J 30" x 30" © F TEMPORARY TRAFFIC CONTROL SIGN NOTES: FLASHING ARROW SIGN (FAS) 1. Portable delineators placed at one-half the spacing indicated 5. Place C30(CA) "LANE CLOSED" sign at 500' to 1000' intervals for traffic cones may be used instead of cones for daytime throughout extended work area. — PAS SUPPORT OR TRAILER closures only. 7I/ 6. Length may be reduced by the Engineer to address site conditions. PORTABLE FLASHING BEACON 2. Each advance warning sign shall be equipped with at least two /� flags for daytime closure. Each flag shall be at least 16" x 16" 7. Median lane closures shall conform to the details shown in size and shall be orange or fluorescent red -orange in color. except that C20(CA)L and W4-2L signs shall be used. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 8. For approach speeds over 50 MPH, use the "Traffic Control System STATE OF CALIFORNIA for Lane Closure on Freeways and Expressways" plan for lane DEPARTMENT OF TRANSPORTATION 3. A G20-2 "END ROAD WORK" sign shal I be placed at the end of closure details and requirements. TRAFFIC CONTROL SYSTEM the lane closure unless the end of work area is obvious or ends within the larger project's limits. F O R LANE CLOSURE ON 4. A minimum r vehif sight approaching shall be pflashing acre g MULTILANE CONVENTIONAL Passible for vehicles a roachin the first flashing arrow sign. Lane closures shall not begin at the top of crest vertical curve or on a horizontal curve. HIGHWAYS NO SCALE T11 Return to Table of Contents TRAFFIC CONTROL AREA WASH ENTRANCE (EAST) b . U LIN a . .1 it N 00 U1 TABLE 1 TABLE 2 TABLE 3 TAPER LENGTH CRITERIA AND CHANNELIZING DEVICE SPACING SPEED * MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET 12 FEET (W) MAXIMUM CHANNELIZING DEVICE SPACING X Y Z ** (S) TANGENT Pit MERGING L SHIFTING L/2 SHOULDER L/3 TAPER TANGENT CONFLICT mph ft ft ft ft ft ft ft 20 160 80 40 27 20 40 10 25 250 125 63 42 25 50 12 30 360 180 90 60 30 60 15 35 490 245 123 82 35 70 17 40 640 320 160 107 40 80 20 45 1080 540 1 270 180 45 90 22 50 1200 600 300 200 50 100 25 55 1320 660 330 220 50 100 25 60 1440 720 360 240 50 100 25 65 1560 780 390 260 50 100 25 70 1680 840 420 280 50 100 25 75 1800 900 450 300 50 100 25 * - For other offsets, use the following merging taper length formula for L: For speed of 40 mph or less, L = WS2/60 For speed of 45 mph or more, L = WS Where: L = Taper length in feet W = Width of offset in feet S = Posted speed limit, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph ** - Use for taper and tangent sections where there are no pavement markings or where there is a conflict between existing pavement markings and chonnelizers (CA). LONGITUDINAL BUFFER SPACE AND FLAGGER STATION SPACING SPEED* Min D** DOWNGRADE Min D *** -3% -67. -9Z mph ft ft ft ft 20 115 116 120 126 25 155 158 165 173 30 200 205 215 227 35 250 257 271 287 40 1 305 315 1 333 354 45 360 378 400 427 50 425 446 474 507 55 495 520 553 593 60 570 598 638 686 65 645 682 728 785 70 730 771 825 891 75 820 866 927 1003 * - Speed is posted speed limit, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph ** - Longitudinal buffer space or flogger station spacing *** - Use on sustained downgrade steeper than -3 percent and longer than 1 mile. ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS* A B C ft ft ft URBAN - 25 mph OR LESS 100 100 100 URBAN - MORE THAN 25 mph TO 40 mph 250 250 250 URBAN - MORE THAN 40 mph RURAL 350 500 3 500 350 500 EXPRESSWAY / FREEWAY 1000 1500 2640 * - The distances are approximate, are intended for guidance purposes only, and should be applied with engineering judgment. These distances should be adjusted by the Engineer for field conditions, if necessary, by increasing or decreasing the recommmended distances. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM TABLES FOR LANE AND RAMP CLOSURES NO SCALE Return to Table of Contents Dist COUNTY ROUTE POST IAILES SHEET TOTAL TOTAL PROJECT SHEETS Demo Work & Concrete Pour NREGIS w//"�✓y ER D CIVIL E GINEER y �At i fa FerOUZ e�O J MaY 3" 2018 CaD4D2 CONE SPACING SEE TABLE 1 AND NOTE 1 = PLANS AlP ,P 3-3I-19 Dx AGENTS SNALLLNOT BE RESPONS/BLE FOR q aIL Z THE ACC[WACY pV CM LETENESS OF SCANNED 4'pF cn�fic�'J C'OP/ES OF TN/S PLAN SHEE1. a WASHINGTON ST. a z m r a 600ft 4255ft a 0 L D ADVANCE WARNING SIGN SEE TABLE 1 SEE TABLE 2 DISTANCE SEE TABLE 3 AND NOTE 1 C B A • • • • • • • • • • • • • 350ft 350ft • • • WORK AREA ° 0 " • Ali • s oo' To 150' in SIDEWALK L/3 © SEE NOTE 6 500' CLOSED�� W CONE SEE TABLENI X LANE SEE TABLE 3 NOTE H B ® ROAD CLOSED J WORK IGHT LAN I SEE NOTE 4 G20-2 SEE NOTE 3 AHEAD �A CHEAEO ❑A C30(CA) W20-1 C20(CA)R W4-21 SEE NOTE 5 NOTES: SEE NOTE 2 SEE NOTES 2 SEE NOTES 2 AND 7 AND 7 TYPICAL LANE CLOSURE See Standard Plan T9 for tables. 'D Z Use cone spacing X for toper segment, Y for tangent segment or Z for Q Iv WASH conflict situations, as appropriate, per Table 1, unless X, Y, or Z cone 00 spacing is shown on this sheet. 00 ENTRANCE Provide at least one person to continuously maintain traffic control devices 0 ( EAST) for lane closures. r a LEGEND SIGN PANEL SIZE (Min) Z • TRAFFIC CONE ❑A 48 x 48 0 TRAFFIC CONE (OPTIONAL TAPER) © 36" x 18" _L J 30" x 30" © F TEMPORARY TRAFFIC CONTROL SIGN NOTES: FLASHING ARROW SIGN (FAS) 1. Portable delineators placed at one-half the spacing indicated 5. Place C30(CA) "LANE CLOSED" sign at 500' to 1000' intervals for traffic cones may be used instead of cones for daytime throughout extended work area. — PAS SUPPORT OR TRAILER closures only. 7I� 6. Length may be reduced by the Engineer to address site conditions. PORTABLE FLASHING BEACON 2. Each advance warning sign shall be equipped with at least two /� flags for daytime closure. Each flag shall be at least 16" x 16" 7. Median lane closures shall conform to the details shown in size and shall be orange or fluorescent red -orange in color. except that C20(CA)L and W4-2L signs shall be used. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 8. For approach speeds over 50 MPH, use the "Traffic Control System STATE OF CALIFORNIA for Lane Closure on Freeways and Expressways" plan for lane DEPARTMENT OF TRANSPORTATION 3. A G20-2 "END ROAD WORK" sign shal I be placed at the end of closure details and requirements. TRAFFIC CONTROL SYSTEM the lane closure unless the end of work area is obvious or ends within the larger project's limits. F O R LANE CLOSURE ON 4. A minimum r vehif sight approaching shall be pflashing acre g MULTILANE CONVENTIONAL Passible for vehicles a roachin the first flashing arrow sign. Lane closures shall not begin at the top of crest vertical curve or on a horizontal curve. HIGHWAYS NO SCALE T11 Return to Table of Contents City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2024-0068 The followina shall always avvly: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (" N/A ") of class (" N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. The permittee may only work at night if approved by the City Manager. Night work may be halted if the city receives complaints about the work. 3. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 4. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall request an appointment for a preconstruction meeting with the City Inspection staff. 5. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 6. Access and egress to all local properties shall be maintained at all times. It is the responsibility of the permittee to inform the surrounding businesses of this work. 7. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 8. Ames Construction (Arthur Magallanes), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 10. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October I st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. Special Conditions Page 1 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) 11. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside County Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 12. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 13. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 14. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 15. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 17. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 18. Ames Construction (Arthur Magallanes), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) 19. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval at least 2 weeks prior to start of construction or parking on the paved R/W. 21. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 22. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 23. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 24. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. Special Conditions Page 3 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) 25. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required prior to building permit issuance. 26. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 27. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 28. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), Coachella Valley Water District (CVWD), other City, County or jurisdictions if any of the work or traffic control devices extend into the CalTrans, CVWD, other City, or County right of way. 29. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 30. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. Special Conditions Page 4 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) 31. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 32. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 33. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via j etting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. Special Conditions Page 5 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 34. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: Special Conditions Page 6 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 37. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 38. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 41. If it is the intent of the permittee to cut the pavement and have it restored by a third parry, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. 42. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. Special Conditions Page 7 of 8 PERMIT NO. ENC2024-0068 CV Link Project / Demo and Install Curb, Gutter, Sidewalk to Create Crossing and Relocate Ped Bush Button / Northeast Corner of Washington St and Channel Dr (Work within La Quinta City Limits Only) B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. STOP SLOW PROCEED ,k y4 E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 8 of 8 / ACOR" CERTIFICATE OF LIABILITY INSURANCE Ill DATE (MM/DDIYYYY) 1 11 /20/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Holmes Murphy & Associates 2727 Grand Prairie Parkway Waukee IA 50263 CONTACT NAME: Brad Revler PHONE FAX A/C No Ext : 612-322-6045 A/C No): 612-349-2490 ADDRESS: brevier@holmesmurphy.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Arch Insurance Company 11150 INSURED AMECONPC6 Ames Construction, Inc. 2500 County Road 42 W INSURER B: Arch Indemnity Insurance Company 30830 INSURER C : INSURERD: Burnsville, MN 55337 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: 1232629707 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 41PKG1996100 12/1/2023 12/1/2024 EACH OCCURRENCE $2,000,000 Fv� CLAIMS -MADE OCCUR DAMAGE PREM SES� RENTEa o_cur ence $ 300,000 X MED EXP (Any one person) $ 10,000 Contr Liab Per X Policy Form/XCU PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY jE LOC PRODUCTS - COMP/OP AGG $ 4,000,000 $ OTHER: A AUTOMOBILE LIABILITY 41 PKG1996100 12/1/2023 12/1/2024 COMBINED SINGLE LIMIT Ea accident $ 2,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY L $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N 44WC11996100 12/1/2023 12/1/2024 X PER OTH- STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ NIA E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 B Stop Gap 44WC11996100 12/1/2023 12/1/2024 Applies to ND, OH, WA, WY DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License/Permit Requirements Additional Insured only if required by written contract with respect to General Liability applies on a primary basis and the insurance of the additional insured shall be non-contributory: City of La Quinta Waiver of Subrogation only if required by written contract with respect to Workers Compensation applies in favor of: City of La Quinta CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of La Quinta 78495 Calle Tampico La Quinta CA 92253 AUT ORIZEDREPRESENTATIVE � � ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 41 PKG1996100 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or anization(s): Location(s) Of Covered Operations ALL PARTIES WHERE REQUIRED BY A WRITTEN CONTRACT Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) desig- nated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 ❑ POLICY NUMBER: 41 PKG1996100 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organ ization(s): Location And Description Of Completed Operations ALL PARTIES WHERE REQUIRED BY A WRITTEN CONTRACT Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property dam- age" caused, in whole or in part, by "your work" at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". CG 20 37 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 ❑ COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) POLICY NUMBER: 44WCI1996100 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ANY PERSON OR ORGANIZATION WHERE WAIVER OF OUR RIGHT TO RECOVER IS PERMITTED BY LAW AND IS REQUIRED BY WRITTEN CONTRACT PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO DATE OF LOSS. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 12/01/2023 Policy No. 44WC11996100 Endorsement No. Insured AMES CONSTRUCTION, INC. Premium INCL. Insurance Company ARCH INDEMNITY INSURANCE COMPANY DATE OF ISSUE: 12 / 01 / 2 0 2 3 Countersigned By WC000313 (Ed.4-84) © 1983 National Council on Compensation Insurance.