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4340With proper. validation I! this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 II I DATE:�'�'"'� Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 76-275 ML8 TAMPIC i t (Street address or Description of Location) PURPOSE OF CONSTRUCTION W' MT'r' � � Sketch (attach construction plans if appropriate),__ FOR LISRM. DESCRIPTION OF CONSTRUCTION IMSHOG To 'NSTALL SERVICE` DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) 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. 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. j}[ A { /"'. t4 M F .fir' J `�w' .✓SAS �� * .% . Signature of Applicant or Agent 'L� -h -s*_' 0156 E.C. BOX 105$8, COACHRLLh, Q 92236 760-398-4651 or 7W332-$141 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. S ' Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number r e'�rFEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule Inspection Fee $ 1! Permit Fee ,i Penalty Cash. Deposit -Surety Bond if required i�v a urtw TOTAL: $ Receipt No. W ..Received by Date Recorded,by~ ;. PERMIT VALIDATION ' PERMIT NO. 4340 DATE APPROVED EXPIRATION DATE )L DATE ISSUED By Administrative Authority Telephone: (760) 777-7075 <.-....� �• �n'IG-S �C r�a�-�C. SC-2c�cC:c' ��olcic�, o� D3_Go:� �i�oe ��s�ic��s �,o � ,e��. G�� l��c-� r�-�o�-os ..��/S �c�. ;. � . . � y NOTE: With proper validation this form constitutes an' CITY OF LA QUINTA encroachment permit , APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 DATE: 02-1"5 yLOCATION OF CONSTRUCTION 78-27• Subdivision Improvement Permit— Class III Minor Improvement Permit Class IV II lr.n (Street address or.Description of Location) attach i3OMSTiC VAM SE6�t�TCE ( p appropriate) PURPOSE OF CONSTRUCTION Sketch construction lans:if 'FOR LIB .. DESCRIPTION OF CONSTRUCTION C ra TOINSTALL SERVICE* DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE. TIME WHEN WORK WILL BEGIN APPROXIMATETIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal 'of all obstruction; materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideratiorf 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. 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. ✓ 9 .o r J J Signature of Applicant or Agent P.O. BOX 1058, COACHR-L .., CA 92236 760-39a�(6S1 orr 760-832-5141 Name of,Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. ( City Business License No. �✓ 4 to Applicant's Insurance Company Policy Number .FEES: Subdivision -Improvement Permit —Class .111 Public improvements: 3% of estimated construction costs• - �N Private improvements: 3% of estimated construction costs Minor. Improvement Permit — Class IV: See attached schedule i Inspection Fee $ Permit Fee Penalty Cash Deposit -Surety Bond, if required no M TOTAL: $ Receipt No. f Received by Date Recorded by PERMIT VALIDATION PERMIT NO. 4340 02-22-05 DATE APPROVED EXPIRATION DATE DATE I SSU`ED 7� " ��✓ _ By ��: �i.l� A.N Administrative Authority Telephone: (760) 777-7075 I OT i ' With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT �a PUBLIC WORKS CONSTRUCTION (ENCROACr N-\),, eopW For the construction of public or private curbs, driveways, pavemep , s de elks, pa ki g' lots, sewers, water mains and other like public works Improvements in connection with MINOR I(AP 0 E ENS d APPROVED SUBDIVISIONS ¢ O Sub Ivis n Improvement Permit — Class III DATE: O Ci Inor Improvement Permit Class IV LOCATION OF CONSTRUCTION i (Street address or Description of Location) PURPOSE OF CONSTRUCTIO Sketch (attach construction plans if appropriate) ear x7d,"L DESCRIPTION OF C NSTRUCTION DIMENSION OF INSTALLATI OR RE O L\ •J 4 j ��, #�' //D Z503, r� SIZE OF EXCAVATIQW,, IF1N E / APPROXIMATE T W N 0 K LL BEGIN �� + APPROXI ?1T I F OMPLETI0 ESTROXI D IS R TI N COST $ (Inc}s ing rr move f all 'struction, materiels 8nd b is, fifillirq , com- p eflon pnd lac�g permanent resurfacing d/ rep F ng pr aments) In 7!ldolfii n of the granting of this pe mi th ap li an hereby agrees to: emnleland and save the City. Its a th ized a is officers representatives and employees,h rmle n Y 9 Pharmless from and against any and all . hengl(ia�Iabllltles or loss resulting from lei o c rt,action end arising out of any accident, loss or damage to persons or property pe ng or occurring as a proximate resul of any ork undertaken under the permit granted pursuant to this application. tlfy tha Administrative Authority at least tt'Irtrfy-four (24) hours In advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quints, and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Name of Applicant (please print) Business Address Telephone No. c �r/ N,0) e3.2 Name of Contractor and Job Foreman Business Address Telephone No. Y ` Contractor's License No.City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public Improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ PERMIT VALIDATION Permit Fee PERMIT NO. 4 340 Penalty Cash Deposit -Surety Bond DATE APPROVED Z' ZZ (7s if required EXPIRATION DATE TOTAL: $ DATE ISSUED Receipt No. By Received by Date Administrative Authority Recorded by Telephone: (760) 777-7075 r 63 64 65 124 123 7&186 122 121 10 B ENA t 20 rn 142 143 2� 9J 141 m 70 69 68 m Z 75 76 77 � -4 C - 146 145 78-182 144 D 119 QP n � k FONDA a. 146.1 145.1 144.1 82 81 80 3 4 5 243 242 241 78-170 78-190 78-200 6• D FORTUNA 'Pb 2Ni 21a 217 78-175 78-225 3 4 5 8 7 6 118 78-2,26 m ® 8'STUB 4 jjjyyyyyyy P• i -o 0 7' O t-, o � a 0 a LL 5 of � 18 5ENIOR CENTER 004 6 -7 240 108 `- 51-255 78-222 700 N 5t-275 1t0 M 51-295 239 111-311 78-235. v 55 CALLE CADIZ zzo 219 78-170 z18 78-220 238 113 78-231 ^ 51.401 tt4 N �ADIZ (26263) 115 237 • NB � 234 235 236 78-175 78-195 78-215 117 5 4 5140S TAMPICO 007 001 IRR 008 BEDS g7lR 3 $ IRR 009n IRR I� 0 42' wl zl >I al I ZPRIVATE LINE OO O�Op ' _poop coop U �ti I.L LA FONDA 1 f- 22700 8'DIP-98 erolP•9z 012 107 51-270 N 084 ^ 083 N 060 ^ 050 51-270 N 036 78-411 035 v 51.270 N 51.228 013 IDS 085 t7 082 061 OSB 037 034 l+1 51.288 N 11' N St-275 St-250 N N 51-295 1 51-316 N N 51-275 51-280 N 105 088 081 082 057 - 038 033 014 St 900 N Si.288 N eh g 57-470 N 51-315 N t7 a ap 015 104 087 080 083 058 039 032 573t0 51-320 N 4' 51-208 N d' S1-335 51412 �, < a N < P p 103 N 088 07B N 084 05S D40 031 N m Z O 010 - Q 51J1D W 51-300 51-355 51-014 N 51.355 51-350 rn 8-9 = 078 rn D65 054 m 041 030 rn 017 Q102 F 51-86p 51-375 51418 51-365 m STM 57-295 3 4- ::) 101 OBO 077 O68 T 053 042 020 010 51400 4p n 51-360 51-395 40 ^ 51-385 U 028 51-395 019 100 007 076 067 052 043 ^ m 51405 51420 n m 51-g05 ^ ao 51-405 027 099 092 075 068 051 044 5t400 51415 51420 -1 t� 098 093 074 069 050 045 J 028 W N 51-450 ^ o ^ 51445 ^ 51455 J N 51422 ^ o ^ J -i Q J Q V J Q 049 097 084 073 070 048 025 V 51470 ^ 51-485 v 51475 U v 51,60 ^ 095 072 071 048 1n O47 020 006 ^ N 51-285 51495 51-080 ^ N 7B 270 6 DIP-98 (22708) 3 2 DESERT CLUB__,,--' T AVENIDA UNIT NO.2 -DESERT CLUB NUESTRA W i 0 020 Z m ^ m oz1 0 J O 5142t Q O ^ ^ ozz ^ = 51481 023 Ott N � � 51405 IRR. (18028) 5 T T LN UNIT N O . 1 - - (22801) (22862) WEST I-:T 63 64 65 124 123 122 121 m 78-t 88 4 8-STUB BUENA rn 142 t43 l tD 141 o m 70 6�J 68 o 75 76 77 s c w T oho z 148 145 144 D 119 o <'O a 78-182 n7 LL FONDA e• e t18 of � 7 75-226 SE^NIOR CENTER 146.1 145.1 144.1 IRR. 8'D.I.P: Ba 20342 (22�0g1 82 81 80 8.0,98 AVENIDA 6'DIP-98 3 4 5 6 243 242 241 240 t08 51.255 78-170 78-100 78-200 78-222 10B N 51-275 FORT UNA e04.,0 1t0 M 51-z95 1 239 Ill ' 215 210 2t7 76-235 v 51-315 a 78-175 78-225 0 112 in 51-325 1 3 4 5 8 7 6 CALLE I CADIZ zzo 78-170 219 s z1 78.220 238 113 78.231 51-401 114 N :;ADIZ 31 115 M 237 NB v 234 235 238 78-175 78-195 78-215 ,17 S 4 S1485 TAMPICO 007 001 IRR 008 8•FDS gIRR. IRR 009 IRRLAOg I 0 o02 51-051 42' wl �I QI CIVIC CENTER QI al I L PRIVATE LINE o0II10 0000 0000 w b /W/yy LA FONDA 1 22708 6•DIP-98 6•DIP�z I 012 107 51-270 N D84 083 N 060 059 51-270 1 038 ^ 78-411 035 51-270 N 51-228 013 106 085 17, 002 06, 058 031 034 M N N St-275 51-250 N N St-295 M 51-318 N N 54.275 N tt5t-298 1 1751-280 N t o88 D81 002 057 038 033 014 N 57-300 M N 51-2. M 51-010 N N M 51-315 - N M d_ 015 104 087 1 080 083 058 039 032 51-320 N LLI51.296 N 51-335 514t2 N '1' 51-310 N v cp o e 103 088 079 064 055 040 037 016 m Z O $t-310 N LLI 51-300 N 51-355 51414 N 51-355 51-350 N `O Q 102 m 088 078 O85 054 rn 041 030 m = 017 St-38U 57.375 51-416 s1-385 Qm 51-380 51-295 101 090 077 066 053 D42 029 O18 51700 m r 0 51-360 51795 aD 51-385 U 3 a0 028 r 51-385 100 091 076 067 052 043 010 m 51405 n 51-405 51-420 51-405 027 099 092 075 -51415 O88 051 044 514o0 m a 51420 W 098 093 074 089 050 045 W 028 J51-450 !(2 0 51-445 -1 ut o 51-455 J 51422 o Q 297 094 073 070 048 02s Q U Q 049 U U 51470 51485 ^ s1475 :.i 51-4 60 095 072 1 048 M O47 024 098 M 514&5 ME07 485 51-0BO N - 7B 270 6•DIP-98 (22708) 3 2 DESERT CLUB T AVENIDA UNIT NO.2 - DESERT CLUB NUESTRA 30' 020 Z m O 0 0 o2t J 51-021 Q U ozz = �- -- si461 011 Q 023 M � 51485 IRR. 7- T F18028) UNIT NO. 1 T (22861) (22862) )11/FCT TAMPICO 63 64 65 00.1 0o7 IRR 008 BEDS 003 $ 124 123 122 121 IRR- o09nI ]8-186 4 8'SNB I-" IRR BUENA -fir Ci /120 I 42' 143 `l r,42 141 m70 69 68 Z wo75 76 77 C 7•146 145 14478-182 -. - � _ PRIVATE LINE Qp ROO O OOO ,o O�CS FONDAlie e. o 7&226 SENIOR CENTER 146A 145A 144.1 004 IRR. 6'D.I.P: 94 f�2106� 82 81 80 B'D/P-gB 3 4 5 6 243 242 241 240 ,08 5/-255 78-170 78-100 78-200 76.222 109 N 51-275 FORTUNA B OAP t70 0� 51-295 239 1,1 ' 215 218 ^ 217' 70-235 5,-315 a_ 78-175 78-225 t12 51.325 , 3 4 5 8 7 6 CALLE I CADIZ 220 78-170 219 z16 78-220 ' 238 ,13 " 78.231 51.401 114 N :;ADIZ (y6L631 115 ' 237 ,10 234 235 236 v 78-175 78.195 78-215 177 5 4 3 51-085 AVENIDA 11 LA FONDA 012 107 51-270 N 084 083 N 080 059 51-270 N 038 78-411 v 57-270 N 51-228 013 106 O85 71. 082 08, 058 037 . 034 N N 51-275 51-250 N N 51.295 51-316 N N N 1151-290 7 51.27$ 1751-280 N 105 08B .081 002 057 038 033 014 . 57-300 N 51-288 N I^f mR 51-410 ��`j 51-315 - p 015 ' 087 O80 063 058 039 032 51-320 N 51 296 N 51335 51-012 N c a 51-310 N v W 2 a m Z 0 o 703 N OB8 07B N 084 �' O55 040 037 N 018 Q 51-310 W 51-300 517355 5,-014 N 51-350 102 p 078 p 054 041 030 Q 017 F 513BU 51065 3 3 m510 51-285 101 090 7 068 053 042 020 018 c% 130 � 538 ro1-400 51-385 028043 51-395 010 100 091 067 052 r089 m 517. 57-020 4D 517o5 5,-005 2 027 099 092 075 068 051 044 020 - 51-000 61-415 5T 20 ... J 021 098 093 074 O88 O50 -045 J 028 J 5 $1-445 J N G 51.45s J N 51-422 C J C 51-421 Q V Q 04B V 022 097 094. 073 070 040 025 V 5,-070 51-4H5 < 5,-475 < 5T461 023 O85 072 071 048 c�1 7 , -4 098 S2 51-085 51-095 51-080 N 51-0BS 78-270 6roIP-98 (22708) 2 T AVENIDA DESERT CLUB UNIT NO.2 -DESERT CLUB NUESTRA T 52 JQ J 3 Z W LOL— r Z U 2 ' N O„. G`� IRR. _ A a 0 . . a UNIT NO. 1 - (22861) (22862) WEST v 63 64 65 124 123 122 121 K., 4 8-STUB ✓" 78-186 r . i BUENAf. l20 m t43 m/ 142 m 141 m p 70 69 68 1 g 75 76 77 TAMPICO 007 001 IRR 008 84DS 03 IRR OOB R. IRR oor�3oo QLA Ia O 42 al f C 'it9 7' Ha 146- 14-1 144 D �az a L_ __-____��___ 78-182 } " - PRI_VATE LINE {��• FONDA e. gFD °� 118 t O000 0000 - 78-226 m n SENIORCENTER t 146.1 145.1 144.1 - 004 IRR. 8•D.I.P:94 20342 Z f22>08, - b ZZ� /LNyLI 82 81 80 96 AVENIDA LA FONDA f — 6'DIP-98 22700 6•DIP-98 f /1 3 4 5 6 243 242 24t 240 108 51-255 78-170 78-100 78-200 78-222 t09 N 51-275 FORT UNA gbiPo 110 51-295 1 239 111 - 215 216 217 78-235 51-315 78-175 75-225 112 n. m 51-325 , 3 4 5 8 7 6 CALLE I CADIZ zzo 78-170 z1s z1e 78-220 238 113 79231 51401 114 :ADIZ (262831 115 a 237 118 234 235 236 , 787175 78-105 78-215 117 51485 ..- 012 •- 107 v 51-270 N OB4 083 v N 080 - O50 51.270 N pig 78-011 035 v 51-MO N 51-228 013 108 O85 77, 082 06, O58 037 034 51-N N 51-275 51-250 N N $t-29$ 51-316 N N ST280 N t t' 1298 51-275 ,1' N 105 086 081 082 057 p38 633 014 N 51-300 N t7 - N 51-288 N CAI q+ p 51-010 N N C7 51-315 N N f�1 015 104 087 080 OB3 058 039 031 S1-320 N W 51-288 N e 51-335 0 51412 N `7 d 51-370 N v a a W 103 OBB m - 079 OB4 O _-1 055 040 031 018 - 51-310 N m W 51-300 N m 51-355 51414 N m 51.155 51-350 N m Q 102 rn m 089 078 00'5 054 m 041 030 - 017 = 51-380 5t-375 St418 51-385 m 51-380 St-295 101 090 077 088 053 042 02B OtB 5100 T 4 n 51-360 n 51-385 00 n 5,-385 V m 028 n 51-305 019 100 091 076 OB7 052 043 n m n m 5140.5 sf-20 n , m 51405 m St405 027 099 092 075 088 O51 041 020 m rn W 510 m 40 m rn 51415 51420 m rn 021 OBB OB3 074 069 pyp 045 W 026 W 51-4.50 51445 -1 51-455 W 51-422 J 51-421 -i Q J Q Q % V Q p,1g . V 022 097 084 073 070 048 025 U 51470 51485 « 51475 �% O $1480 r O • r 51461 023 095 072 071 p4g c� 047 024 0116 N 51-085 51-495 51480 N 51485 78-270 6'DIP-9B (22708) DESERT CLUB__,,,-' T AVENIDA NUEsrws, T 52 UNIT NO.2 —DESERT CLUB (22861) (22882) UNIT N O . 1 T,— I wEsr 8•DIP-92 ii5 Z' O V Z 2 011 Q IRR. 'v / 5 PERMIT NO. 4340 . CVWD / Domestic Water Service / CIP 2000-06 (Library) 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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 3. This permit or copy of it shall be on the work site for inspection during the actual work performed. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day, and more frequently, if required. 5: 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. Ist 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: 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m: and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894_ if signal operation at the intersection is to be altered in any way. T. Pursuant to Section`l4.16.110 of the La Quinta Municipal Code (Ordinance 10-,§' 1' (part), 19.82), 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. 8. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance .10 § 1 (part), 1982), advance warning signs. and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the .Work Area Traffic Control Handbook (WATCH Manual).. A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for: Special Conditions Page l of 4 ` PERMIT NO.4340 CVWD /-Domestic Water Service / CIP 2000-06,(Library) review and approval one (1) week'prior to starting any construction. It shall be the Permittee's. responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.1.6.290 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. 9. 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. ` 10: 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. l 1. Pursuant to Section 14.16.376 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 J ..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 jetting or flooding or other means shall be allowed. It shall be the Permittee's. responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all •times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City 'Inspector and the resulting'excavation backfilled with pipe bedding material. B. Backfill :materials shall be brought to or maintained at appropriate moisture -,content for compaction. The appropriate moisture content range shall be established at the ,onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The firsf 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 coinpaction methods and to establish the depth of lift that can be compacted. _ Special Conditions ' Page 2 of 4 ' • t D. PERMIT NO. 4340 • CVWD / Domestic Water Service / CIP 2000-06 (Library) 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. 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 lie no closer than three 'feet (vertically) from each other. F.. 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. G. 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: 12. . All excavations within City of La Quinta 'righf-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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all. local properties shall be maintained at all times. rr , 15. 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. 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. Special Conditions Page 3 of t PERMIT NO.4340 CVWD / Domestic Water Service / CIP 2000-06 (Library).: C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be -as follows: • 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 1/4" max medium asphalt concreie 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. 16: 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. 17. Pursuant to Chapter 12.5.6 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 exceedingthe 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. 18. � The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. 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. 20. 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. Special Conditions Page 4 of 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4340 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 (1/4') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (-** N/A "') feet shall be removed. Curb and/or curb, and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta. ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to. excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or.surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement'straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix' sand or equivalent .and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 - BACKFILL PLACEMENT: Backfill shall be'applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (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. ❑ 1118 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of.Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations -completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and.compaction have been completed, a temporary patch consisting of two inches (2") of SC=800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.. ' Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.