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ENC2025-0094
ta Qa�f ra 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: 10/22/2025 LOCATION AND CONSTRUCTION: Highway 111 between Washington and Adams PURPOSE OF CONSTRUCTION: Encroachment of new monument signs into right-of-way along Highway 111 DESCRIPTION OF CONSTRUCTION: Monument signs for One 11 La Quinta Shopping Center; Along Highway 111 (SA2025- 0011 APROXIMATE TIME WHEN WORK WILL BEGIN: 9/1/2025 DATE OF COMPLETION: 10/24/2025 COMMENTS: 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. 6777 Cartilla Avenue Rancho Inland Custom Signs Kerry Batres Cucamonga, CA 91701 (951) 347-5459 Name of Applicant Business Address Telephone No. 6777 Cartilla Avenue Rancho Inland Custom Signs Kerry Batres Cucamonga, CA 91701 (951) 347-5459 Name of Contractor 1122061 Contractor's License No. Evanston Insurance Company Applicant's Insurance Company Business Address FEES Technology Enhancement Fee $19.90 Public Works Staff Time $398.00 Total: $417.90 Telephone No. LIC-0773220-2025 City Business License No. 3AA912431 Policy Number PERMIT NO: ENC2025-0094 DATE ISSUED: 10/30/2025 EXPIRATION DATE: 10/30/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 10/30/2025 3:48:22 PM 911VLAIVO rustum L*S / G N S 11VC0RPi3RATE0 PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA DRAWING #: OF SIGN DESCRIPTION AND DETAIL: SITE MAP CONSTRUCTION HOURS October 1 at - April 30 Monday - Friday: 7:00 a.m. to 5:30 p.m Saturday : 8:00 a.m. to 5:00 p.m Sunday :None Government Code Holidays: None May 1st - September 30th Monday - Friday: 6:00 a.m. to 7:00 p.m. Saturday : 8:00 a.m. to 5:00 p.m. Sunday :None Government Code Holidays: None CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: 0 OR 'onstrL lion is NOT PERMITTED 4 in the ollowing Code Holidays: Am ear's Day rtin Luther King Jr. Day ant's Day trial Day endence Day Day r s Day sgiving Day SITE MAP NOT TO SCALE I IcrzIcnln EXISTING: MONDIFIED MONUMENT SIGN EXISTING; MODIFIED CENTER ID SIGN PROPOSED SIGN; NEW CENTER ID SIGN PROPOSED SIGN. NEW MONUMENT SIGN 11* EXISTING SHELL STATION SIGNS; REMAIN AS IS APPROVED PLAN DOCUMENTS ARE REQUIRED TO BE ON SITE FOR ALL INSPECTIONS. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/10/2025 BY'D C SA2025-0011 - 78520 HIGHWAY 111 INSTALLATION OF NEW MONUMENT SIGNS (2) ON NEW FOUNDATIONS, WITH REPLACMENT OF EXISTING MONUMENT SIGNS (5) ON EXISTING FOUNDATIONS [SILVA DESIGN]. 2022 CALIFORNIA BUILDING CODES. I I P PlIVLAIVO rusLu 11 S , G /V S LA� N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA SIGN DESCRIPTION AND DETAIL D/F INTERNALLY ILLUMINATED CENTER I.D. SIGN REFURBISH CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: 10'-6" 1 '-6" 10'-01, 0'-101, 2'-0" 8' 0" t t �i�^ 7'-8" V.O. A 0 -9'1 2'-9" V.O 12'-0" 8'-10` 2'-9" V.O 2'-9" V.O V-6" EXISTING CONDITION: TO BE REFURBISHED Sw6400 "LUCENT YELLOW Sw6261 "SWANKY GRAY" I � ARTISAN LEDGE: HURON" BY COLORADO STONE SA2025-0011 D/F CENTER ID SIGN: INTERNALLY ILLUMINATED SIDE A SIDE B CITY OF LA QUINTA SCALE: 3/8 =1 0 BUILDING DIVISION SIGN # 1 REVIEWED FOR CODE QTY - 1 A. ALUMINUM TOP AND SIDE ACCENT CABINET. CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL'' SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. COMPLIANCE FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. DATE 06/10/2025 BYD C B. 112" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "one11" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 31M 3630-25 "SUNFLOWER". C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 ''SWANKY GRAY" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD). OR DEFAULT COLOR 3M 3635-222 DUAL COLOR FILM -,BLACK" E. 1 112" DIVIDER BARS: PAINTED TO MATCH. F. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW". G. 2" REVEAL H. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER-, "ARTISAN LEDGE-, HURON" BY COLORADO STONE. 911VLAIVO rustum S , G /V S LA� N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA PAGE DRAWING #: SIGN DESCRIPTION AND DETAIL: D/F INTERNALLY ILLUMINATED MONUMENTSIGN NEW CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: Scope Of Work: A: Trench on dirt / landscape area from existing Junction boxes found with existing electrical circuits. B: Trench will be 110'. We will be dropping 3/4' PVC schedule 40 conduit inside of 18' deep trenched area along with pull string. C: Run new # 10 gage conductors in PVC ran above to energize new monument sign. D: Trace down existing electrical conduits with conductors and test them out for power and continuity. E: Install new outdoor junction boxes within new conduits being provided above. F. Monument will draw 2.86 amps. D/F MONUMENT: INTERNALLY ILLUMINATED SCALE: 3/8" = 1 0' SIGN#2 QTY-1 10'-6" BASE DIMS. SIDE SIDE B Sw6400 "LUCENT YELLOW Sw7061 Sw6261 "SWANKY GRAY" WL �Td ''ARTISAN LEDGE: HURON" BY COLORADO STONE SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE A. ALUMINUM TOP AND SIDE ACCENT CABINET. CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. DATE 06/10/2025 BYE D C FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. B. 1/2" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "one11" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 3M 3630-25 SUNFLOWER'. C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 "SWANKY GRAY" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD), OR DEFAULT COLOR 3M 3635-222 'DUAL COLOR FILM:BLACK' E. 1 1/2" DIVIDER BARS, PAINTED TO MATCH. F. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW". G. 2" REVEAL H. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER: "ARTISAN LEDGE: HURON" BY COLORADO STONE. 911VLAIVO rustum L*S / G N S 11VC0RPi3RATE0 PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA SIGN DESCRIPTION AND DETAIL: D/F INTERNALLY ILLUMINATED MONUMENTSIGN CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: U, #10 guage (green wire; standard) #10 guage (white wire: standard) #10 guage (black wire; standard) 4 ` ---- •, - f� I 10 IF r t:J. Jr AL 1 PROPOSED SIGN . NEW D/F MONUMENT SIGN- INTERNALLY ILLUMINATED 3/4" pvc( schedule 40) Burried 18" in landscaping area POWER: CONDUIT DETAILS N.T.S. 1�?,r?1 mL PROPOSES SIGN #2; CONNECTION FROM EXISTING CIRCUIT 0 4 SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE ATI 06/10/2025 _, _D C PlIVLAIVO rusLu 11 S , G /V S LA� N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA SIGN DESCRIPTION AND DETAIL D/F INTERNALLY ILLUMINATED CENTER I.D. SIGN REFURBISH CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: 10'-6" 8'-0 . V-6„ T-8" V.O. 0'-101, T-9 1 /4" T-9 1 /4" 817 A� vo 6'-10" 2'-1" vo 2'-1" vo 1 -6' D/F CENTER ID SIGN: INTERNALLY ILLUMINATED i SIDE A SIDE B SCALE: 318 = 1'0" �J SIGN #3 QN - 1 A. ALUMINUM TOP AND SIDE ACCENT CABINET, CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. B. 112" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "onell" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 3 EXISTING CONDITION: TO BE REFURBISHED Sw6400 "LUCENT YELLOW Sw6261 "SWANKY GRAY' 4 "ARTISAN LEDGE: HURON'' BY COLORADO STONE SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE r 06/10/2025 —1—D C C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 "SWANKY GRAY" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1 ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD). OR DEFAULT COLOR 3M 3635-222 "DUAL COLOR FILM;BLACK' E. 1 1/2" DIVIDER BARS. PAINTED TO MATCH. F. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW". G. 2" REVEAL H. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER, "ARTISAN LEDGE, HURON" BY COLORADO STONE. 911VLAIVO rustum S , G /V S LA� N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA DRAWING .A I LAN CLA • PAGE . • SIGN DESCRIPTION AND DETAIL: D/F INTERNALLY ILLUMINATED CENTER I.D. SIGN NEW CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJ ECT COORDINATOR APPROVAL: 10'-6" 10'-01, 2'-011 8'-0" 1 _6 7'-8" V.O. 0'-101, r, z 3'-9 1 /4" Ir 3'-9 114" 8 ,1, A I 10'-0" 6-10" 2'-1" v.o. r 2'-1" v.o. V-6" 1 D/F CENTER ID SIGN: INTERNALLY ILLUMINATED SCALE: 3B =1'0 SIGN *4 QTY-1 Scope Of Work; A: Trench on dirt / landscape area from existing Junction boxes found with existing electrical circuits. B: Trench will be 110'. We will be dropping 3/4" PVC schedule 40 conduit inside of 18" deep trenched area along with pull string. C Run new # 10 gage conductors in PVC ran above to energize new monument sign. D: Trace down existing electrical conduits with conductors and test them out for power and continuity. E: Install new outdoor junction boxes within new conduits being provided above. F. Monument will draw 3.78 amps. SIDE A SIDE B Sw6400 "LUCENT YELLOW Sw7061OWV Sw6261 "SWANKY GRAY" 1. �_ _ "ARTISAN LEDGE: HURON'' BY COLORADO STONE SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE A. ALUMINUM TOP AND SIDE ACCENT CABINET. CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. DATE 06/10/2025 sY�� C FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. B. 112" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "one11" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 3M 3630-25 "SUNFLOWER". C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 "SWANKY GRAY' SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD), OR DEFAULT COLOR 3M 3635-222 "DUAL COLOR FILM,BLACK" E. 1 1/2" DIVIDER BARS, PAINTED TO MATCH. F. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW". G. 2" REVEAL H. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER, "ARTISAN LEDGE, HURON" BY COLORADO STONE. PlIVLAIVO rustum L*S / G N S 11VC0RPi3RATEE) PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA SIGN DESCRIPTION AND DETAIL D/F INTERNALLY ILLUMINATED CENTER I.D. SIGN ►1:17A CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: [EXISTING CIRCUIT, / LANDSCAPE LIGHT FIXTURES, JUNCTION T BOX LOCATION IN 1 PLANTER. Z r �• ,i//. ♦Ilk ,. 0 t ♦� ` PROPOSED SIGN #41 NEW D/F CENTER • ID : INTERNALLY ILLUMINATED 1 _ i - #10 guage (green wire-, standard) �. #10 guage (white wire-, standard) #10 guage (black wire-, standard) ------------------ 3/4" pvc( schedule 40) Burried 18" in landscaping area POWER: CONDUIT DETAILS N.T.S. PROPOSES SIGN #4; CONNECTION FROM EXISTING CIRCUIT i ok J SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE T 06/10/2025 _, _D C PlIVLAIVO rQsLDlll Lx� S , G AtS N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA DR PAGE • SIGN DESCRIPTION AND DETAIL: D/F INTERNALLY ILLUMINATED MONUMENTSIGN REFURBISH CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: 10'-6" BASE DIMS. : 1 2'-0" 9 11,E z 6' 7 1/i' 1 / C 4'-6° 2'-4" 1 / V. 1'-0" D/F MONUMENT: INTERNALLY ILLUMINATED SCALE: 318 = 1 0" SIGN*5 10'-01, 6'-0" { 8'-0" V-6„ 7'-8" V.O. A 10" B SIDE A SIDE B QTY - 1 A. ALUMINUM TOPAND SIDE ACCENT CABINET. CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. EXISTING CONDITION: TO BE REFURBISHED Sw6400 "LUCENT YELLOW Sw6261 "SWANKY GRAY" "ARTISAN LEDGE: HURON" BY COLORADO STONE SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/10/2025 Bv'D C B. 112" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "onell" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 3M 3630-25 "SUNFLOWER C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 "SWANKY GRAY SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1 ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD). OR DEFAULT COLOR 3M 3635-222 'DUAL COLOR FILM -,BLACK" E. 1 112" DIVIDER BARS, PAINTED TO MATCH. F. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW'. G. 2" REVEAL H. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER; "ARTISAN LEDGE. HURON" BY COLORADO STONE. PlIVLAIVO rusLum S , G /V S LA� N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA DRAWING #: PAGE 90F11 SIGN DESCRIPTION AND DETAIL: D/F INTERNALLY ILLUMINATED MONUMENTSIGN REFURBISH CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: 10'-6" BASE DIMS. T-8"V.O. ,-o D/F MONUMENT: INTERNALLY ILLUMINATED ' SIDE A SIDE B SCALE: 318" = 1'0" SIGN *6 QTY-1 EXISTING CONDITION: TO BE REFURBISHED Sw6400 "LUCENT YELLOW Sw6261 "SWANKY GRAY" J mat--ft. "ARTISAN LEDGE: HURON" BY COLORADO STONE SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE A. ALUMINUM TOP AND SIDE ACCENT CABINET. CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. I DATE 06/10/2025 BY C I FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. B. 112" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "onell" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 3M 3630-25 SUNFLOWER C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 "SWANKY GRAY" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD). OR DEFAULT COLOR 3M 3635-222 "DUAL COLOR FILM -,BLACK" E. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW'. F. 2" REVEAL G. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER: "ARTISAN LEDGE, HURON" BY COLORADO STONE. PlIVLAIVO rusLu 11 S , G /V S LA� N C O R P O R A T E 0 PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA DRAWING PAGE 0• SIGN DESCRIPTION AND DETAIL: D/F INTERNALLY ILLUMINATED MONUMENTSIGN REFURBISH CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: 2'-0" 9 11,E z 6' 1'-0" 7 '/1" (; 2'47 2 -0 V.O. 10'-6" BASE DIMS. 10'-0" - 8'-0" 6'-0" 3'-9 1 /4" o 1 7'-8" V.O. 9 1 /4" G V-6" 101, ■ D/F MONUMENT: INTERNALLY ILLUMINATED SIDE A SIDE B 7 SCALE: 318 = 1 0 - SIGN #7 QTY-1 r EXISTING CONDITION: TO BE REFURBISHED Sw6400 "LUCENT YELLOW Sw6261 "SWANKY GRAY" Wiz.• : "-� "ARTISAN LEDGE: HURON" BY COLORADO STONE SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE A. ALUMINUM TOPAND SIDE ACCENT CABINET. CLADDING PAINTED TO MATCH Sw7061 "NIGHT OWL" SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. COMPLIANCE FACES TO BE ROUTED OUT W/ CENTER ID NAME & ADDRESS NUMBER/LTRS. I I DATE 06/10/2025 sYI—D C B. 1/2" WHITE ACRYLIC PUSH-THRU ILLUMINATED LETTERING. "onell" & "LaQuinta". DECORATED 1ST SURFACE W/ 3M TRANSLUCENT VINYL FILM. COLOR 31M 3630-25 "SUNFLOWER". C. ALUMINUM CABINET. PAINTED TO MATCH Sw6261 "SWANKY GRAY SHERWIN WILLIAMS. LIGHT TEXTURE FINISH. D. 0.090" ALUMINUM PANEL W/ TENANT COPY ROUTED -OUT. COPY TBD. PANEL BACKED UP W/ WHITE ACRYLIC FACES. DECORATED 1ST SURFACE W/ 3M TRANSLUCENT FILM. FUTURE TENANT COPY COLORS DETERMINED BY BRANDING GUIDELINES (3M COLOR TBD), OR DEFAULT COLOR 3M 3635-222 "DUAL COLOR FILM:BLACK" E. 1 1/2" DIVIDER BARS, PAINTED TO MATCH. F. ALUMINUM CLADDING PAINTED ACCENT COLOR Sw6400 "LUCENT YELLOW". G. 2" REVEAL H. ALUMINUM BASE FRAME DECORATED W/ STONE VENEER: "ARTISAN LEDGE: HURON" BY COLORADO STONE. 911VLAIVO �u�t�m Lxl� S , G AtS N C O R P O R A T E O PROJECT: MILAN CAPITAL LAQUINTA PROJECT LOCATION: HIGHWAY 111- LA QUINTA SHOPPING CTR. LA QUINTA, CA PROJECT CONSULTANT: J. SILVA DESIGNER: J. SILVA SIGN DESCRIPTION AND DETAIL: SIGN CABINET DETAILS CUSTOMER APPROVAL: LANDLORD APPROVAL: PROJECT COORDINATOR APPROVAL: TYPICAL CABINET SECTION DETAIL; N.T.S. M L F" .J N daisy chain WARNING Label daisy chain 7 Eal r Z m F_ AC Primary Voltage: 120-277V Parallel Connection Wiring Diagram POWER SUPPLY LOCATED INSIDE: DISCONNECT SWITCH INSIDE SERVICE ACCESS PANEL Supplied Power; DBO SPEEDLAMP; DETAIL NTS SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 06/10/2025 C This sign is to be installed in accordance with the requirements of Article 600 of the National Electrical Code. 1) Grounded and bonded per NEC 600.7/ NEC 250 2) Existing branch circuit in compliance with NEC 600.5, not to exceed 20 amps 3) Sign is to be UL listed per NEC 600.3 4) U L listed disconnect switch per N EC 600.6- required per sign component before leaving manufacturer* Design Based On 2022 CBC Job # JTS_87425 �2-_0" T g_p" Project LaQuinta- Monument Job Location Highway 111 & Adams Street La Quinta, CA INPUT DATA TYP. Exposure category (B, C or D) = C - Risk Category = II Ultimate Design Windspeed VcrT = 110 MPH SIGN CABINET Topographic factor Kr = 1 Flat Height of the sign h = 1200. FT Vertical dimension (for wall, s = h) s = 12.00 FT Average Horizontal dimension B = 9.81 FT Dimension of return corner Lr = 1.50 FT t 18" TYP. ELEVATION N.T.S. u 2'-0" LENGTH x 3" TALL ZUAL CONC. MOW STRIP :D 0 PSI, nCONNECTION „ (4 PLACES) N.T.S. SA2025-0011 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/10/2025 BY' C ANALYSIS Velocity pressure q� = 0.00256 K� K� Kd VZ K" - 22.38 PSF 5" DIA., t=0..258" where: ST'D. ST'L. PIPE, q, = velocity pressure at height h. ( Eq. 26.10-1 page. 268) TYP. K, = velocity pressure exposure coefficient = 0.85 1/2" DIA. GALV. ST'L. evaluated at height above gRnd. level, h (Tab. 26.10-1, page 268) THRU-BOLT, TYP. Kd=wind directionality factor. (Tab.26.6-1, page 266) = 0.85 CABINET K. = ground elevation factor, see (Tab. 26.9-1, page 268) = 1.00 FRAME TYP. Wind Force Case A: resultant force through geometric center Max horizontal wind pressure= p=q.GCr= = where: G = gust effectfactor. (Sec. 26.11-1, page 269). = Cr= netforce coefficient. (Fig. 29.3-1, page 323) & = B s = the gross area = Estimated sign cabinet weight = DESIGN SUMMARY Allowable Stress Design Wind Factor = Design Wind Pressure = F 0.6 x p = Design Windforce, F = 16.97 x As= Moment Arm= Design Moment = F x Moment Arm = 28 PSF FT' LBS. PSF KIPS FT KIP -FT 0.85 1.49 117.69 707 0.60 16.97 2.00 5.84 11.65 Footina Desian (Nonconstrained Diameter= 1.50 FT Soil Pressure = 150.00 PSF/FT St = 573.22 PSF A = 2.72 FT EMBED. = 5.73 FT 18" DIA. DEPTH = 5' - 9" Pole Design Sec. Mod. Req'd. S = 3.33 STD. STL. PIPE USE A53 GR. B t = 0.258" r S = 5.14 (OK) NOTES: GENERAL: STEEL: CONCRETE: Q�0FESS/® �® 101 �JJACO �� < Q0 SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2022 CBC DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-19 C PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE, ANGLE, CHANNEL TEE: ASTM A36 COMPRESSIVE STRENGTH AT 28 DAYS, f'c= 2500 PSI COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE: ASTM A992 MINIMUM. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FOR d7 STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B PIER AND CAISSON SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS OR EQUIVALENT. FOOTINGS CONCRETE MUST BE POURED AGAINST ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN STAINLESS STEEL ROUND, SQUARE, AND RECTANGULAR TUBE: UNDISTURBED EARTH. OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL SIGN DIMENSIONS ON ELEVATION AND SECTIONS CAN BE ADJUSTED BY ASTM A276 T304 OR EQUIVALENT. ALL ANCHORS BOLTS SHALL BE: ASTM F1554 OR ASTM F593 T304 MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. 1.0 IN EXCLUDING PLATES. ALL STEEL MACHINED BOLTS SHALL BE: ASTM A307, A325 OR A449 ALL STAINLESS STEEL MACHINED BOLTS SHALL BE: ASTM F593 T304 SOIL: WELDING: ALL BOLTS TO BE ZINC COATED: ASTM B633 LATERAL SOIL BEARING PER IBC CLASS 4 TABLE 1806.2 (150 WELD SIZES SHALL BE EQUAL TO THE THICKNESS OF THE THINNEST DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. PSF/FT). MODIFIED PER SECTION 1806.3.4. PQ MEMBER AT THE JOINT, UNLESS NOTED OTHERWISE. ALUMINUM: STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 & D1.6 DESIGN AND FABRICATION ACCORDING TO 2020 ALUM. DESIGN MANUAL NOTICE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER ' AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM . ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH. AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN ANCHORS: SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. BRAND NAME APPROVED ANCHORS SPECIFIED ON ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2020 ALUMINUM DESIGN MANUAL. PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. www.yjinc.com SHEET TITLE: DRN BY: B.B. DATE LAST REVISED: Apr 22, 2025 PROJECT JOB # : JTS_ 87425_La Quinta _Signage_La Quinta CA.dwg P.O. BOX 802050 L A Cl FN1'-JA CHK BY: T.J. I PROJ. START DATE: Apr. 22, 2025 REV. NO. REV. DATE REVISED BY PROJECT LOCATION: LA QUINTA SHEET # SANTA CLARITA, CA. 91380 N U 1NIrEN W 1 I - HIGHWAY 111 & ADAMS STREET LA QUINTA, CA 1 OF 1 REV BY: T.J. I SCALE: AS SHOWN PLOTTED BY: Gabriela ON 4/22/2025 3:14:12 PM TEL. (661)259-0700 FAX. (661)259-0900M-111110 2 1- City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0094 The following shall always apply: 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 %") 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 (5) 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 ( ** N/A " ) inches of A.0 surfacing placed on a ( ** N/A ** ) inch (** N/A '* ) aggregate base shall be placed no later than (" N/A **) 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. 1. 2. Q PERMIT NO. ENC2025-0094 For One 11 Shopping Center / Monument Signs Encroachment / Hwy 111 East Side of Washington Street In addition to the standard permit conditions, the following shall apply: 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. Permittee and/or owner shall be responsible for the maintenance of the monument signs installed under this permit and building permit SA2025-0011. Hermann Design Group (Chris Hermann) shall return the existing walls to its original condition if the signage (letters) are removed in the future. This permit or copy of it shall be on the work site for inspection during the actual work performed. 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 Contractors State License Number 6. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin 97-04. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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 1 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 1 st 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) before 8:00 a.m. Special Conditions Page 1 of 3 PERMIT NO. ENC2025-0094 For One 11 Shopping Center / Monument Signs Encroachment / Hwy 111 East Side of Washington Street 9. 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 City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 10. 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. 11. 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 including the existing walls as a result of work performed under this permit. 12. 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 the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD). On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD). 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. 13. 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. 14. 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. 15. 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 2 of 3 PERMIT NO. ENC2025-0094 For One 11 Shopping Center / Monument Signs Encroachment / Hwy 111 East Side of Washington Street 16. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (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. 17. 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. 18. 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. 19. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 20. Access and egress to all local properties shall be maintained at all times. 21. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. 22. 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. 23. 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. 24. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 25. 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. Special Conditions Page 3 of 3 jib CERTIFICATE OF LIABILITY INSURANCE DATEDD/YYYY) F,012/(mm/20251 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 endorsements . PRODUCER MICHAEL MARCH INS AGENCY 9190 Sierra Ave #103 CONTACT NAME: Rosa Vizcarra PHONE g09 355-7751 FAX 909) 355-5520 ANo :� E-MAIL ADDRESS:rosa . mmarc armersagency . COm Fontana, CA 92335 0419734 INSURERS AFFORDING COVERAGE NAIC# INSURERA: EVANSTON INSURANCE COMPANY 35378 INSURED INLAND CUSTOM SIGNS INC. INSURER : REDWOOD FIRE AND CASUALTY INS CO 11673 DBA: INLAND CUSTOM SIGNS INSURERC:COAST NATIONAL INSURANCE CO 25089 INSURER D: 6777 CARTILLA AVE INSURER E: RANCHO CUCAMONGA, CA 91701 INSURER F: nnVFRAnFR CFRTIFICATF Nt 1MRFR- RFVI';inN Nt 1MRFR- 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. INS LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1, 00,000 CLAIMS -MADE ElOCCUR PREMISES Ea occurrence $ 100 OOO MEDEXP (Anyoneperson) $ 5,000 A Y 3AA912431 7/3/25 7/3/26 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY D PRO- JECT D LOC PRODUCTS - COMP/OP AGG $ 2 000 OOO $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ r r BODILY INJURY (Per person) BODILY INJURY (Per accident) $ $ C ANYAUTO OWNED SCHEDULED AUTOS ONLY X AUTOS MOO 0103704-00 9/17/253/17/26 PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY A UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE EZXS3206992 9/19/257/3/26 EACH OCCURRENCE $ 5, OOO, OOO X AGGREGATE $ r r UUU DED I I RETENTION B WORKERS COMPENSATION ANDEMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? O NIA Y INWC614399 7/24/257/24/26 X I PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ r r OOO (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 0 0 0 0 0 0 r r DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CITY OF LA QUINTA IS NAMED AS ADDITIONAL INSURED AND PRIMARY AND NON CONTRIBUTORY AS RESPECTS TO GENERAL LIABILITY. WAIVER OF PREMIUM AS RESPECTS TO WORKERS' COMPENSATION. r.FRTIFI('ATF Hr)l nFR r.ANC'FI I ATION CITY OF LA QUINTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 78-495 CALLS TAMPICO THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. LA QUINTA, CA 92253 THORIZED REPRES TATIVE w C-" � © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY III POLICY NUMBER: 3AA912431 MARKED EVANSTON INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM LIQUOR LIABILITY COVERAGE FORM OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM SCHEDULE Additional Premium: $Included (Check box if fully earned ®) Please refer to each Coverage Form to determine which terms are defined. Words shown in quotations on this endorsement may or may not be defined in all Coverage Forms. A. Who Is An Insured is amended to include as an additional insured any person or entity to whom you are required by valid written contract or agreement to provide such coverage, but only with respect to "bodily injury", "property damage" (including "bodily injury" and "property damage" included in the "products -completed operations hazard"), and "personal and advertising injury" caused, in whole or in part, by the negligent acts or omissions of the Named Insured and only with respect to any coverage not otherwise excluded in the policy. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. The insurance afforded to such additional insured will not be broader than that which you are required by the valid written contract or agreement to provide for such additional insured. Our agreement to accept an additional insured provision in a valid written contract or agreement is not an acceptance of any other provisions of such contract or agreement or the contract or agreement in total. When coverage does not apply for the Named Insured, no coverage or defense will apply for the additional insured. No coverage applies to such additional insured for injury or damage of any type to any "employee" of the Named Insured or to any obligation of the additional insured to indemnify another because of damages arising out of such injury or damage. B. With respect to the insurance afforded to these additional insured, the following is added to limits of insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the valid written contract or agreement; or 2. Available under the applicable limits of insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable limits of insurance shown in the Declarations. All other terms and conditions remain unchanged. MEGL 0009-01 09 18 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 with its permission. COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 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 PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance 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 (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL GENERAL LIABILITY III POLICY NUMBER: 3AA912431 MARKET EVANSTON INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Name Of Person Or Organization: Any person(s) or organization(s) with whom the Named Insured agrees, in a written contract executed prior to the 'occurrence", to waive rights of recovery Additional Premium: $ Included The following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us under Section IV — Commercial General Liability Conditions: We waive any right of recovery we may have against any person or organization shown in the Schedule of this endorsement. This waiver applies only to the person or organization shown in the Schedule of this endorsement. All other terms and conditions remain unchanged. MEGL 0241-01 05 16 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 with its permission. WORKERS COMPENSATION AND E:_. LOVERS LIABILITY INSURANCE POLICY WC990410C (Ed. 01-19) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA BLANKET BASIS 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.) The additional premium for this endorsement shall be calculated by applying a factor of 2% to the total manual premium, with a minimum initial charge of $350, then applying all other pricing factors for the policy to this calculated charge to derive the final cost of this endorsement. This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule Blanket Waiver Person/Organization Blanket Waiver — Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. Job Description Waiver Premium (prior to adjustments) All CA Operations 350.00 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: 07/24/2025 PolicyNo.: INWC614399 Endorsement No.: Insured: Premium $ Insurance Company: Redwood Fire and Casualty Ins Co —ountersigned by /`/ / A7 WC 99 04 10 C (Ed. 01-19)