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13044ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes Fre Cop6- 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 APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class I I I Minor Improvement Permit - Class IV DATE: 4/18/2013 LOCATION OF CONSTRUCTION: The Signature (Former Eden Rock); TTM 36357; PGA West Blvd and Jack Nicklaus Blvd PURPOSE OF CONSTRUCTION: Off -Site Street Improvements; Demolition, Grading, Curb & Gutter, Asphalt Patch DESCRIPTION OF CONSTRUCTION: Plan Set No. 13007 DIMENSION OF INSTALLATION OR REMOVAL: 200 LF x 20, LF APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/15/2013 TIME OF COMPLETION: ESTIMATED CONSTRUCTION COST: $16,597 (Including removal of all obstruction, materials, and permanent resurfacing and/or replacing improvements) -AFR 2 4 2013 (filling, compaction and CITY FD�—O—UINTA COMMENTS Applicant Will Submit Approval from PGA West HOA Before Removing Left Turn Arrows & Painting Stri g"in YhaAEariwP"ketI 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 occuring 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 appjiEa'b!e rules and regulation of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. I l Pointe Larsen, LLC - Steven Ford 1022 SW Salmon Street, Suite 450, Portland, OR 97205 (51113�7-7258/ (760) 270-7236 Name of Applicant Business Address Telephone No The Penta Building Group, LLC - Jeff Stolzoff 36917 Cook Street, Suite 102, Palm Desert, CA 92211 (760) 776-6111/ 89_8-1946 Name of Contractor and Job Foreman Business Address Telephone No. 972201 109971 Contractor's License Number City Business License No Liberty Mutual Fire Insurance Company TB2-661-066241-022 Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT , ` INUMBER: 13044 r DATE ISSUED: `f z`i-3 EXPIRATION TE: BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: . If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Finance Revenue Code Inspection Fee EE=1 $498.00 Permit Fee . EE=1 $100.00 As -Built Deposit E-A $11,000.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $1,598.00 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT , ` INUMBER: 13044 r DATE ISSUED: `f z`i-3 EXPIRATION TE: BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: . If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. ri r.. PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: 136357 Project Name: The Signature Vicinity. PGA West Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Demolition, Grading, Curb and Gutter, Asphalt patch Plan Set No. 01234 unsu Dimension of Installation or Removal: L200 LF x 20LF 11 Approximate Construction Start Date: April 15, 2013 Approximate Construction Completion Date: June -3,2013 Estimated Construction Cost: $ ( 1 Estimated Construction Cost shall include the removal of all obstru tions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements 13 oa7 Name of Contractor: [The PENTA Building Group, LLC [ Contractor Address: 136917 Cook Street, Suite 102 MWAert. 2 - Contractor Telephone Number: l l j Contractor State License Number: 9 2201 Contractor City Business License Number: 1109971 Contractor E-mail Address:jstolzoff@pentabldggroup.com ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDEDA > licant or Contractor General Liability Insurance Company: )erty Mutual Fire Insurance Company >plicant or Contractor General Liability Insurance Policy Number: Office Use Qgly- Inspection Fee: i Cq Q Permit Fee: rY ( 0 0 As -Built V� � O 00 Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: 3,100 MUM art isc — nrmc X Linniie-Fitinn Office Use Only: Assigned Permit Number: 1 %p Approval Date: '� T Expiration Date: Issue Date: Administrative Authority: on for 91 -ml Dostea - - S2IC4C If-0Iza►a P T9 g - lgq"(0 I TA PINTA Y� s 0.1ildiligC1-oup Edenrock Phase II 2/28/13 12:00 AM Line Item Detail Area 3 - Jack Nicklaus Intersection ITEM DESCRIPTION: O : Unit: Unit Price: Total: DIVISION 02.02 - Selective Demo I Site Remediation SUBTOTAL: $ 3,498 Remove Curb and Gutter 122 SF $ 4.00 $ 488 Remove AC 1 LS $ 2,680.00 $ 2,680 Remove Fence - Included in Jacobosson 150 LF SawcutAC 165 LF $ 2.00 '$ 330 Grader Mobilization 1 LS $ 1,350.00 $ 1,350 Import Dirt and Grade for landscaping and Curb and Gutter 1 LS $ 2,502.00 $ 2,502 DIVISION 32.01 - Site Concrete SUBTOTAL: $ 4,000 8" Curb and Gutter 1 LS $ 4,000.00 $ 4;000 DIVISION 32.02 - Asphalt Paving SUBTOTAL.' $ 9,099 AC and Class 2 Base 608 SF $ 12.03 $ 7,314 Install Telespar Tubular Post 1 LS $ 125.00 $ 125 Install W1-7 Sign , 1 LS $ 95.00 $ 95 Install OM Marker 1 LS $ 85.00 $ 85 Remove Left Trun Arrows 2 EA $ 50.00 $ 100 Paint Yellow Double Lane Edge Line 150 LF $ 5.00 $ 750 12" Yellow Stripe at 150C 9 EA $ 20.00 $ 180 Traffic Control 1 LS $ 450.00 $ 450 ,f (bt5a-7 4/16/20139:50 AM Y:%Esfimates$\13-554-XX - Palm Desert 2013 Special Projects Estimates\08- Pointe Larsen Wall-Landscape\Estimates\Pointe Larsen LLC Wall and Landscape Final Revision Page 1 of 1 GENERAL NOTES 1. ALL WORN SHALL DE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STAIR M PIANS OF THE CRY OF LA OUINEA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AMY TO THE CITY OF LA OUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AHD TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE ODNIRACTOR SHALL OBTAIN ALL PERIODS AS REOUIRED BW THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SWILL NOTIFY THE CRY OF LA OINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HILITIS PRIOR TO ANY GRADING. BRUSHING, OR CLEARING AND EACH PRAISE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR STALL DETERMINE THE EXALT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AMENS M BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONIRACTOR SWILL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELDCAITION OF ALL REGULATORY. WARNING AND GUIDE SINS. 7. THE CITY ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING. LEGENDS. AND PAVEMENT MARKERS TYPE AND LOCATIONS. & THE CONTACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH WS MARKS NOTED ON THE P, OR FOUND DURING CONSTRUCTWN, REMOVAL AND RFPIACEMDIT SHALL BE DONE BY REGISTERED CIVILENGINEER WITH AN RCE NUMBER BLOW 33,966. OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF WAIF MILE OF HUMAN OCCUPANCY DWI BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS: OCTOBER IST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:011W TO 5�30PM MAY IST TO SEPTEMBER JOIE MONDAY THROUGH FRIDAY &OOAM TO 7:0OPM WORK WILL BE PRO14M D ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTIONS OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORN S NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL RE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CRY ENGINEER. 10. ALL TRAVELED WAYS MUST BE LEANED DAILY OF ALL GID, MUD AND DFRR6 DEPOSITED ON THEM AS A RESULT OF THE OWING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIDS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO EUMINATE ANY HAZARDS 12 CONSTRUCTION PROJECTS DISTURBING MIRE THAN 1 -DARE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OONEITS/DEVELOPERS ARE REBUTTED TIS. A) FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); D) PREPARE STORY WATER POLLUTION PREVENTION PLAN (SWPPP); AND CO HAVE MONITORING PAN FOR THE SITE DE NPOES IS A NATIONAL PROWM TO CONTROL NON -POINT SOURCE POLLUTANIS CARRED BY STORY WATER THE PROGRAM 6 IMPEYFN M AND ENFORCED BY THE SWRCB. PAVING NOTES 1. ASPHALT CONCRETE PAWING, EXCEPT FOR OVERLAYS, SILL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX OEM THAT CONFORM TO THE LATEST EDITIONS OF SECTION400 OF THE STANDARD SPECIFICATIONS FOR PUERTO WORKS CO4lRUC1ION (SSPXC) GREEN BOOK NOTED AS FO LOWS WRITING COURSE (UPPER COURSE} MA-0-PG70-10 BASE COURSE (LOWERE COURSES): IIB-M-PG70-10 THE WEARING COURSE SWW1 BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REWIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE 6 ALLOWABLE IN PARING STALL LOCATIONS CONDITIONAL OF A PRE -APPROVED CRY EOIRVALEM WEARING/BASE SECTION. CUSS 2 BASE OR CRUM AGGREGATE BASE 5 TO BE UTUZED FOR ALL PAVEMENTS SECRION& ONSRE REMO BASE OR EQUAL S ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL NO CRUSHED MSCElUNEOUS. BASE S ALLOWABLE. CRY STANDARD 195 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS RUBBERIZED ASPHALT NOT ALLOWED WONOUT PRIOR COY ENGINEER APPROVAL 2 MIX DESIGN REOUNED: FOURTEEN (14) DAYS PRIOR TO COIOENCENEM OF PAVING OPERATIONS. THE CONTRACTOR STALL SUBMIT FOR CITY APPROVAL, A COMPLETED PROPOSED MIX DESIGN IDENTIFYING AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 3. A TACK CMT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACE, AND THE A.C. BASE COURSE, R TRAFFIC HIS DRIVE ON R. THE TAC( COAT HALL BE SLOW SITTING ANIONIC EMULSIFIED ASPHALT TYPE'SS-1K CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE UOUD ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALL N/YARD. PAVEMENT SWILL RE RETACHED OF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 NOUNS FOLLDWNG THE RISE COURSE PAVING OR EOUAL 4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 Fr IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FT IN WIDTH MAY REWIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENCNEER. UNDERGROUND UTILITIES OR WITH TO THE UNDERSIGNED. NOT INDICATED OR SHO -I ON ME RECORDS ME CONTRACTOR IS REQUIRED TO TAKE WE PRECAUTIONARY TO PROTECT ME UTILITIES OR STINUC URES SHOWN AND ANY OTHER R STRUCTURES FOUND AT THE SITE. R SCOW. BE CONTRACTOR'S Un TO NOTIFY ME OWNERS OF ME UTILITIES OR STRUCRIRES BEFORE STARTING WORK. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA OFF - SITE STREET IMPROVEMENT PLAN TRACT NO. 36537, THE SIGNATURE PORTION OF THE S 1/2 OF THE NE 1/4 OF THE SE 1/4 OF SEC. 21, T. 6 .S., R. 7 E., S.B.B. & M. OWNER / DEVELOPER POSTE LARSEK LLC 1022 SOUTHWEST SALMON STREET, SUITE 450 PORTLAND. OR 97205-2451 PH (503) 222-7258 FAX: (503) 222-4053 CONTACT: WAYNE REYBOLD FLOOD ZONE DESIGNATION PANEL 2244 OF 3805, MM NO. 06065C2244G. DATED B -28-M FLOOD ZONE DESIGNATION: ZONE X BASIS OF BEARINGS THE BEATINGS SHOWN HEREON ARE BASED UPON THE EASMY RIGHT-OF-WAY UNE OF PGA BOULEVARD AS SHOWN BY TRACT N0. 29421. M& 297/54-57. 8E3NG NORM S46'53' WEST. ASSESSOR'S PARCEL NO.'S 775 -220 -Ml PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT W ACCOROANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONIRACTOR MALL BE REWIRED TO ASSUME SOLC AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROIECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT RE LIMITED TO NORMA WORKING HOURS, AND CONSTRUCTION CONDRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LAE LITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UABIUTY ARISING FROM ME SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. I 11 1 1 I I 1 I1 Ii I� 1 I I I I I A I I , I I Wq I1 I 0= I I I I , 1 HJ • I 1 1 I � 1 ; I II I C II ( I 1 I I I I A.P.N. 776-220.003 TENNSS COURTS I 1 1 I I I I I l I I I 1 I I 1 I I I 1 I I I 1 j i l II 11 1 \I I \ \ TR. NO. 28269.1 \ 1 iammm TR. NO. 28444 - J AMNIOTE 52 G UTNUE 53 I� AVENUE 5! PROJECT SITE " AIRPORT PGA -%i% 9anLVARD WEST . Y�� J.>5 WusXOP AVENUE 58 VICINITY MAP NTS LEGEND TU FLOM V � TOP OF IXRB FS FINISHED SIAWADE R/W MOR-OF-IAY PL G: BC BEGIN OF WRAF EC GENERAL NOTES 1. ALL WORN SHALL DE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STAIR M PIANS OF THE CRY OF LA OUINEA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AMY TO THE CITY OF LA OUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AHD TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE ODNIRACTOR SHALL OBTAIN ALL PERIODS AS REOUIRED BW THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SWILL NOTIFY THE CRY OF LA OINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HILITIS PRIOR TO ANY GRADING. BRUSHING, OR CLEARING AND EACH PRAISE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR STALL DETERMINE THE EXALT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AMENS M BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONIRACTOR SWILL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELDCAITION OF ALL REGULATORY. WARNING AND GUIDE SINS. 7. THE CITY ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING. LEGENDS. AND PAVEMENT MARKERS TYPE AND LOCATIONS. & THE CONTACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH WS MARKS NOTED ON THE P, OR FOUND DURING CONSTRUCTWN, REMOVAL AND RFPIACEMDIT SHALL BE DONE BY REGISTERED CIVILENGINEER WITH AN RCE NUMBER BLOW 33,966. OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF WAIF MILE OF HUMAN OCCUPANCY DWI BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS: OCTOBER IST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:011W TO 5�30PM MAY IST TO SEPTEMBER JOIE MONDAY THROUGH FRIDAY &OOAM TO 7:0OPM WORK WILL BE PRO14M D ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTIONS OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORN S NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL RE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CRY ENGINEER. 10. ALL TRAVELED WAYS MUST BE LEANED DAILY OF ALL GID, MUD AND DFRR6 DEPOSITED ON THEM AS A RESULT OF THE OWING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIDS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO EUMINATE ANY HAZARDS 12 CONSTRUCTION PROJECTS DISTURBING MIRE THAN 1 -DARE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OONEITS/DEVELOPERS ARE REBUTTED TIS. A) FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); D) PREPARE STORY WATER POLLUTION PREVENTION PLAN (SWPPP); AND CO HAVE MONITORING PAN FOR THE SITE DE NPOES IS A NATIONAL PROWM TO CONTROL NON -POINT SOURCE POLLUTANIS CARRED BY STORY WATER THE PROGRAM 6 IMPEYFN M AND ENFORCED BY THE SWRCB. PAVING NOTES 1. ASPHALT CONCRETE PAWING, EXCEPT FOR OVERLAYS, SILL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX OEM THAT CONFORM TO THE LATEST EDITIONS OF SECTION400 OF THE STANDARD SPECIFICATIONS FOR PUERTO WORKS CO4lRUC1ION (SSPXC) GREEN BOOK NOTED AS FO LOWS WRITING COURSE (UPPER COURSE} MA-0-PG70-10 BASE COURSE (LOWERE COURSES): IIB-M-PG70-10 THE WEARING COURSE SWW1 BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REWIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE 6 ALLOWABLE IN PARING STALL LOCATIONS CONDITIONAL OF A PRE -APPROVED CRY EOIRVALEM WEARING/BASE SECTION. CUSS 2 BASE OR CRUM AGGREGATE BASE 5 TO BE UTUZED FOR ALL PAVEMENTS SECRION& ONSRE REMO BASE OR EQUAL S ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL NO CRUSHED MSCElUNEOUS. BASE S ALLOWABLE. CRY STANDARD 195 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS RUBBERIZED ASPHALT NOT ALLOWED WONOUT PRIOR COY ENGINEER APPROVAL 2 MIX DESIGN REOUNED: FOURTEEN (14) DAYS PRIOR TO COIOENCENEM OF PAVING OPERATIONS. THE CONTRACTOR STALL SUBMIT FOR CITY APPROVAL, A COMPLETED PROPOSED MIX DESIGN IDENTIFYING AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 3. A TACK CMT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACE, AND THE A.C. BASE COURSE, R TRAFFIC HIS DRIVE ON R. THE TAC( COAT HALL BE SLOW SITTING ANIONIC EMULSIFIED ASPHALT TYPE'SS-1K CONFORMING TO SECTION 203-1 OF THE STANDARD GREEN BOOK SPECIFICATIONS. THE UOUD ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALL N/YARD. PAVEMENT SWILL RE RETACHED OF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 NOUNS FOLLDWNG THE RISE COURSE PAVING OR EOUAL 4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 Fr IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FT IN WIDTH MAY REWIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENCNEER. UNDERGROUND UTILITIES OR WITH TO THE UNDERSIGNED. NOT INDICATED OR SHO -I ON ME RECORDS ME CONTRACTOR IS REQUIRED TO TAKE WE PRECAUTIONARY TO PROTECT ME UTILITIES OR STINUC URES SHOWN AND ANY OTHER R STRUCTURES FOUND AT THE SITE. R SCOW. BE CONTRACTOR'S Un TO NOTIFY ME OWNERS OF ME UTILITIES OR STRUCRIRES BEFORE STARTING WORK. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA OFF - SITE STREET IMPROVEMENT PLAN TRACT NO. 36537, THE SIGNATURE PORTION OF THE S 1/2 OF THE NE 1/4 OF THE SE 1/4 OF SEC. 21, T. 6 .S., R. 7 E., S.B.B. & M. OWNER / DEVELOPER POSTE LARSEK LLC 1022 SOUTHWEST SALMON STREET, SUITE 450 PORTLAND. OR 97205-2451 PH (503) 222-7258 FAX: (503) 222-4053 CONTACT: WAYNE REYBOLD FLOOD ZONE DESIGNATION PANEL 2244 OF 3805, MM NO. 06065C2244G. DATED B -28-M FLOOD ZONE DESIGNATION: ZONE X BASIS OF BEARINGS THE BEATINGS SHOWN HEREON ARE BASED UPON THE EASMY RIGHT-OF-WAY UNE OF PGA BOULEVARD AS SHOWN BY TRACT N0. 29421. M& 297/54-57. 8E3NG NORM S46'53' WEST. ASSESSOR'S PARCEL NO.'S 775 -220 -Ml PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT W ACCOROANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONIRACTOR MALL BE REWIRED TO ASSUME SOLC AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROIECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT RE LIMITED TO NORMA WORKING HOURS, AND CONSTRUCTION CONDRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LAE LITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UABIUTY ARISING FROM ME SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. I 11 1 1 I I 1 I1 Ii I� 1 I I I I I A I I , I I Wq I1 I 0= I I I I , 1 HJ • I 1 1 I � 1 ; I II I C II ( I 1 I I I I A.P.N. 776-220.003 TENNSS COURTS I 1 1 I I I I I l I I I 1 I I 1 I I I 1 I I I 1 j i l II 11 1 \I I \ \ TR. NO. 28269.1 \ 1 iammm TR. NO. 28444 - J AMNIOTE 52 G UTNUE 53 I� AVENUE 5! PROJECT SITE " AIRPORT PGA -%i% 9anLVARD WEST . Y�� J.>5 WusXOP AVENUE 58 VICINITY MAP NTS LEGEND TU FLOM TC TOP OF IXRB FS FINISHED SIAWADE R/W MOR-OF-IAY PL PROPERTY UNE BC BEGIN OF WRAF EC EMI OF CURVE BCR BEGIN OF GIGS RETURN ECB DA OF an REIN PRC PONT OF REIM CURAE POC POOR OF COMPOUND aKYE E ammm Ex EIrm AP ANK7E POOR GB GRADE BUM IP HIGH PONT TMP. TYPICAL W. NT RSECITON (48110D) OWING BEVATON 460.00 PROPOSED ELEVATION _ A DELTA RRMXJS L LENGTH T TANGENT SF SO ARE FEET LF IUNffM FEET FA EACH A. STREET BPM RAISED PAVEMENT MAIM MOC MIDDLE OF CURVE ETW EDGE OF TRAVELED WAY PROPOSED AC OVER CAB �S\ :I MINX AREA EX A: 00 OR LC75 OR EX. MEDIAN IWASOAPE (SFE PLAN) O STREET IMPROVEMENT PIAN SHEET BEET INDEX KAM _ - STREET CENDRRNE _ ________ SAWcuT,y1E Q7 COSTRUaON NNE ❑1 NOTE 0 COURSE DATA TABLE MIM Q CURVE DATA TAKE NUMBER --fX 155S. - EXISTING SANITARY SEWER --DL- NEW-- OEM WATER ILII _-DL 60- DEW CAS . -ELAPAM/ EJt6PNG ®, VERIZDN 3 CAN v OEM FIRE HIMMIT SECMDW OVERFLOW UTILITIES SHEET INDEX W�Turnu TM PIA�N� MIRTH THE a FOUND R TIONNSS INCONTUI. CTT' of LA QUINTA UNDERGROUND UTILITIES WATER SEWER AND IRRICATIOIF 1 - TIRE SKEET / SHEET DDEX IN TME GEO ICAC ENGINEERING RPIDRT BY SLADDEN PIBFI SEL NO. ENGINEERING, P GT N O. 544-0"2. REPORT NO. 11-04-106, G CODE SECTION 4216-4216.9 REWIRES EVERY PERSON PANNING TO CO+CHELA VALLEY WATER 06TRICT ... _........ (760) 398-2651 2 - OFF-SITE STREET IMPROVEMENT PIAN CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST DATED APRIL 19. 20 __J TWO DAYS PRIOR TO EXCAVATION AND. R PRAcnc& THE AREA TO BE ELECTRIC: PGA K_VO., STA 62+1628 TO STA. 63+81.14 TELEPHONE ORRIGADON pSIRItt _....__._......_ (800) 303-7758 SUDDEN LFENGINEERINGCTERUPONEXCASUCTEDH SILL CA DN WITHOUT A ICII ANY PE IT OR COOL HE GIVEN IERIZON : 45090 GOLF CENTER P AY, F PERI SHIN OOE Gy� SHALL BE INVALID. VERIFICATION NUMBERS DRECTIVE GIVING VERIZON __....__.._..-._.._ .. (800) IB] -5000 (760)INDIO. 77 92201 MIRE IN 14 DAYS. FOR BEST COYWNIGTIO, PERSONS PERFORMING __...__....._...._. (760) 772-3893 CilS: UPIDl31EiiOUND S6TVICE AL.0-RT EXCAVATION SNOOD YFLT THE UTILITY COYPANDS AT THE JOB SITE. FOR ALOE INFORMATION YOU CAN OONIPACT THE LOCAL REGIONAL INFORMATION THE GAS COMPANY .-......_._.__....---......- (800) 103-775e CALL rOLL FiiM QED. CABIL' TIME WARNER .......... .......... ............ ... ...... (760) NO -1312 L ANDERSON CE 45389 Dq 1-800 UNDERGROUND SERVICE MERE ENT ,..I(., 227-2Ej'00 3030 SATURN STREET. SUITE 200 v � W,a� aY9 BRFA. CA 92621 I>EFOIE YQI m 1-(800) 227-2600 PREPAR UNDER ME DIRECTION OF: '� mem ue.<a IN THE CITY OF LA OUINTM STATE OF CALIFORNIA OL-,"e GATE: VZY/!7 M D R s E SIMM z M OFF-SITE STREET MIROMAEN T PLAN AN M RW %P. A TTo1scNDLTznA�i TRACT NO. 36537, THE SIGNATURE sHTF.L.E. 20596 FAx: TJXITTI,OI] PGA BOULEVARD (PRIVATE) APPROVED BY: OF 2 SHTS. - �DATE:_ I S• 13 PLANNERS ENGINEERS SURVEYORS TTfLE SHEET SHEET INDEX SCALE: SEE MiDVE REMSIONR ]-R.. DATE . N M c N M A. c WL 711E SISI Q TIE NEI/4 a 1H SEI/4 OF SEG 21. T8. M. SBR - :0 W. 619 OR- Br: 616 CHECKED BY: SCM .THY R. JO W -61.L O M. ut M e mR�CITY ENG N ER5803 A. p tuR fwul 6 SIA LLW Ru No IN to am MTM lUm¢ F.R: POINTE LAf2SEN, LLC W.O. N0: 1:\64501\IMRAN5\O SIIE\N1WAUS-TS.d.g 1/14/13 i J ar R/W '7%M Is% UP EX. ELY/ALLY R/W TRACT BOUNDARY/EXISTING R/W Q WALL ON R/W PROPOSED PERIMETER WALL PER OFFSITE PERIMETER WALL PUN, N. PUN SET NO. 11012. L FOOTING --___-� EX. CURB/ EX. PAVEMENT GLITTER TYPICAL PGA BOULEVARD (PRIVATE) STA 154+77 TO STA. 164+85 NTS PROTECT EXIS194C PARKWAY LANDSCAPE IMPROVEMENTS IN PUCE, EXCEPT WHERE REMOVAL 5 REWIRED FOR CONSTRUCTION OF PERIMETER WALL AND REMOVAL OT EXISTING FENCE, EX60NG PARKWAY WIDSGPE NEEDING TO BE REMOVED, TO BE REPLACED IN KIND. SIGN LEGEND @WI -7 3KW K 16H @Omi-i 16 X IT YELLOW BACKGROUND WITH RERECIORS TRACT NO."28259-1 TENTATIVE TRACT NO. 36537 AMENDMENT NO. 1 1 / • zfi 1 �I EX MEOUN ' ... r E%. CURB/ GUTTER E%. PAVEMENT '7%M Is% UP EX. ELY/ALLY R/W TRACT BOUNDARY/EXISTING R/W Q WALL ON R/W PROPOSED PERIMETER WALL PER OFFSITE PERIMETER WALL PUN, N. PUN SET NO. 11012. L FOOTING --___-� EX. CURB/ EX. PAVEMENT GLITTER TYPICAL PGA BOULEVARD (PRIVATE) STA 154+77 TO STA. 164+85 NTS PROTECT EXIS194C PARKWAY LANDSCAPE IMPROVEMENTS IN PUCE, EXCEPT WHERE REMOVAL 5 REWIRED FOR CONSTRUCTION OF PERIMETER WALL AND REMOVAL OT EXISTING FENCE, EX60NG PARKWAY WIDSGPE NEEDING TO BE REMOVED, TO BE REPLACED IN KIND. SIGN LEGEND @WI -7 3KW K 16H @Omi-i 16 X IT YELLOW BACKGROUND WITH RERECIORS TRACT NO."28259-1 TENTATIVE TRACT NO. 36537 AMENDMENT NO. 1 1 / • zfi 1 �I JACK NICKLAUS BOULEVARD (PRIVATE) LEGEND PROPOSED AC OVER CAB t REMOVE F7USTTNG AC OVER GAB CURVE TABLE 1d G R L T A 16'36'12' 302.00' 87.51' 44.07' B 2'28'42' 1457.00' 63.03' 31.52' C 73'19'01' 345.00' 441.47' 256.77' 0 26'23'24' 1500.00' 1 690.89' 351.68' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET I 1 incl = 20 R a 227-2600 ,WO wpN.ONO OAre BEfOfE YOU po CONSTRUCTION NOTES QUANTITY ESTIMATE NOTES (D CONSTRUCT 4.5 AL OVER 1C CAB PER CITY SID. DWG. NO. BOB BOB S.F. QI EXISTING STRIPING - PROTECT IN PLACE IN THE CITY OF LA OUINTA. STATE OF CALIFORNIA 2O CONSTRIUCI 6 CURB h GUTTER PER CITY SED. M. NO. 202 165 LF. �-� S� �O� � TRACT NO. 36537, THE SIGNATURE PGA BOULEVARD (PRIVATE) 62+16.28 TO STA 63+81.14 IF DAMAGED, REPLACE IN KIND © CONSTRUCT SAWCUF UNE (Y MIN. WHERE APPLICABLE) 165 LF. Q EXISTING T CURB 8 GUTTER - PROTECT IN PLACE ❑4 OTSTIN6 6 WEDWI CURB - PROTECT IN PLACE MARK REVISIONS APPR. DATE O REMOVE AC BFR AB PAVEMENT 4.146 Si. 05 PROPOSED PERIMETER WALL PER OFF-SITE PERIMETER OWING REMOVE EXISTING CURB 8 DIFFER LF. WALL PUN 11 INSTALL TEIE.SPAR SWARE TUBULAR POST PER CITY SID. I EA 1© INSTALL W1-7 SIGN PER G MUTCD AND On& TMS SHEET 1 EA 1© INSTALL OMI -1 MARKER PER CA MUFCD AND DETAIL THIS 9EET 1 EA 14 ROAM LOOMING LEFT TURN ARROW U)GENDS 2 EA UNDERGROUND SERVICE AL6iT 15 PAINT# WIDE LIp/� EDGE UNE 150 L.F. CALL TOLL FREE 1® PAINT 17 WIDE �IIIE STRD'E T 45 DEGREES, I S . ON CENTT E 9 EA } soo MOW vouste JACK NICKLAUS BOULEVARD (PRIVATE) LEGEND PROPOSED AC OVER CAB t REMOVE F7USTTNG AC OVER GAB CURVE TABLE 1d G R L T A 16'36'12' 302.00' 87.51' 44.07' B 2'28'42' 1457.00' 63.03' 31.52' C 73'19'01' 345.00' 441.47' 256.77' 0 26'23'24' 1500.00' 1 690.89' 351.68' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET I 1 incl = 20 R a 227-2600 ,WO wpN.ONO OAre BEfOfE YOU po . UNDERGROUND UTILITIES ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY ME OWNER OR OTHERS AND THOSE SHOWN ON ME RECORDS EXAMINED ARE INDICATED WITH TUR APPROXIMATE LOCATION AND EXTENT. ME OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY O—GES RESULTING FROM EXISTENCE OF UNDERGROUND UYURES OR STRUCTURES NOT . REPORTED TO ME UNDERSIGNED. NOT INDICATED OR SHOWN ON ME RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TACE DUE PRECAUTIONARt' MEASURES TO PROTECT ME UFUTIMS OR STRUCTURES SHOWN AND ANY OMER UTILITIES OR STRUCTURES FOUND AT ME SIZE. U SHALL BE CONTRACTOR'S RESPONSIBILI TO NOTIFY ME OWNERS OF THE UTILITIES OR SIRUCTUNES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WTIH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REOUIRED TO ASSUME SOLE AND COMPLETE RESPoNSIBIUtt FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF ME PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REOUIREMEM SNALL BE MADE TO APPLY CONTINUOUSLY AND HOT BE UNITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLO DESIGN PROFESSIONA. HARMLESS FROM ANY AND Al UABIUIY. REAL OR ALLEGED. IN CONNECTION wNN THE PERFORUANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM ME SOLE NEGUGENCE OF DESIGN PROFESSIONAL. QpOFESSIQy. �� fN C "l �9 y �' u 20596 ^ ,�.. "' Lip. 9-30-13 "' # ♦ �•FA EYVIL F�Y F0. 011\ PREPAR UNDER THE DIRECTION OP DATE: / Y ST EY C. M $E E%P. DA E 9 0 1 R.C.E. 20596 mpm AW.Wen M p RSE SUO ]OB • Sc. U L T Z7I FAC ]BpTn�O/! IN THE CITY OF LA OUINTA. STATE OF CALIFORNIA -/ L sHT._ OF 2 SHTS. �-� S� �O� � TRACT NO. 36537, THE SIGNATURE PGA BOULEVARD (PRIVATE) 62+16.28 TO STA 63+81.14 APPROVED BY: - DATE: ( S�STA OTHY R. NA$ N EXP. DATE 1Z/3]/" CRY ENG R.C.E. 458x3 PLANNERS ENGINEERS SURVEYORS SCALE: NLWCH ...' Om BTI. TNx - Ip. ISJ f9RgtmD SpNbm'LS-iR. Ru9L O NT. M. N A.uEIX g, ELY y4y>, NXfOR dRW S y, LAAO CJS SIS RD >0 NTUp IAGR.F INAfQ6 MARK REVISIONS APPR. DATE SEE ABOVE SATE: OEC. 2012 FIR OF BE SI/2 OF THE NEI/4 OF THE 91/4 OF W_ 21, I8, E11_ SBBdII DESIGNED BY: WE DRAWN BY: BUB CHECKED BY: SC u FDR: POINTE LARSEN, LLC W.O.N0: I:\B45DD\lWkMS\OFFSIIE\NICKLAUS-IB.d.g 1/14/13 City of La Quinta The. following General and Special Provisions are attached to and made a part of . Permit Number 13044 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 notify 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 (%") 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 '/i') 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 Asphalt Concrete surfacing per City of La Quinta Standard 600 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. 1 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. 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. 4. The permittee shall submit to the Public Works Department written approval from the PGA West Master Association before performing the work to remove the left turn arrows and painting the striping within the left turn pocket at PGA West Blvd and Jack Nicklaus Blvd as shown on the plans. 5. 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. 6. Pointe Larson, LLC (Steven Ford) and The Penta Building Group, LLC (Jeff Stolzoff), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8. 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 1st 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) neither before 8:30 a.m. nor after 4:30 p.m. Special Conditions Page 1 of 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 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 Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 10. 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. 11. 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. 12. 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. 13. 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 14. 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. 15. Pointe Larson, LLC (Steven Ford) and The Penta Building Group, LLC (Jeff Stolzoff), 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 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 16. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. 17. 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 (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. 18. 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. 19. 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, 5t" Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. 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 Assistant Civil 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 following pad certification and prior to building permit issuance. Special Conditions Page 3 of 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 21. 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 Assistant Civil 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. 22. 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. 23. 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. 24. 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 25. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. 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. 26. 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. 27. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 28. 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. Special Conditions Page 4 of 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357;. PGA West Blvd and Jack Nicklaus Blvd 29. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of.2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 30. 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 prior to start of construction or parking on the paved R/W. 31. 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. 32. 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. Special Conditions Page 5 of 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 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. 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. 33. 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. 34. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. 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. 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. Special Conditions Page 6 of 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 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 1/2" 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: 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. Special Conditions Page 7 of 9 PERMIT NO. 13044 The Signature /Off -Site Street Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 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 party, 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. 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 4 E Cra+ Special Conditions Page 8 of 9 PERMIT NO. 13044 The Signature /Off -Site Streei Improvements /TTM 36357; PGA West Blvd and Jack Nicklaus Blvd 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 9 of 9 .