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5092f ENTERED ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION' For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, se works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Finance Revenue Code E-1 aU MAY ��,M, gu oos C1 OF Lp QUIN7A ter mainia� fJE ce public Subdi sion Improvement Permit - Class III Minor Improvement Permit Class IV DATE:May 16, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Esplanade TM 293 ; Fred Waring and Jefferson' PURPOSE OF CONSTRUCTION: Final lift of asphalt; offsite street im rovements n Fred Wariag DESCRIPTION OF CONSTRUCTION: See PSN 05029 �. DIMENSION OFINSl'ALLATION OR REMOVAL: +- 68,000 square feet APPROXIMATE TIME WHEN WORK WILL BEGIN:May 26, 2006 TIME OF COMPLETION:May 26, 2606 ESTIMATED CONSTRUCTION COST: $48,587.00 (Inc ding removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacin7irovements) COMMENTS: In consideration of the granting of this permit, the applicant hereby rees to: Indemnify, defend and save the City, its authorized a nts, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from clai s or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate resu of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twe y-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, Oe terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional r 61acement necessary as the result of this work. Signa r of Applicant or Agent Lennar nomes - non tsarry Name of Applicant (please print) Lennar Homes - Same as above Name of Contractor and Job Fo Contractor's License No. Old Republic Insurance Com Applicant's Insurance Comp FEES: Subdivi - Class III Minor Improvement Permit -Class Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Su ety Bond, if required TOTAL $1;460.00 $100.00 $ e $1, 560.00 Business Address Business Address CA 92211 (760) 601-3100 cell (760) 578-4128 Telephone No. (760) 601-3100 Telephone No. 3434 City Business License No. MWZY57036 Policy Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction -costs See attached schedule PERMIT NO.5092 DATE APPROVED: �-19 OCR BYP T DA Administrative Authority ,�"'+rta' l-*e'r'�'r''�'a: Vim'-�'�-' .i""'}!�y"''%':�;y�f1'"9 �"`'�°"f`�`..v'yFh'y'�+!�t`K+.'b..xrs+s:-�cvvv-`'*'4-vc'-. 'Y"i�1'"'4.•..,y.,. ir•v-l�Y k„.: r o �4 DEMAND / CHECK REQUEST S 1i _ Return check to requestor Mail check Name / Title of person requesting check D _ t `�, JU Department indi idual is associated with: CITY of LA QUINTi Check payable to: L c-v%c.c 14,, 5 1)5I15 (Name) (Vendor No.) L' 000L' Cook 5yfeet (Address) C� 1� 1 De S(> C AA 1 z. Z I I Check description and invoice number: Amount: $ �; 9 6D. J J Account Number: ,D/" ��• ��-�U Z29')z 3 Project Number: ��'G(i�7��CX rkv�7�•1,.0,r' S7Pi.�-••'•� l.�n �� `\ """"-"` SCOQe O 1 (.-�JV �� _'�nC.\ �✓� �,�:��(3�I�' fe13'•.J4 a(?/'�•-:T SJ9� �or �i�Pl;c�`�^�.� �YQ QY�(ePSJ.�"� Signature: w 2-7 / O S- APPROVED FOR PAYMENT (Finance Department Use Only) BY: BY: ACCOUNT NO. DESCRIPTION �it o .•oC a Quivi.Ecz i CHECK NO. , 69245 LENNAR Hi ME f' 2595 ! 07/11/2006 DATE INVOICE ACCOUNT DESCRIPTION AMOUNT 06/27/06 06270.6 1.01-70007322-60.00 PERMIT REFUND O 1,,460.,00 ._....................:.......................... .... t _ r 0 S m Z o a 1,460.00 0000069.24b11' -1: L 2 1000 2481: 4 L59 M 248 2112 Date: T4&f 4,4 Qumraj PUBLIC. WORKS DEPARTMENT APPLICATION FOR PERMIT . 1M Tract No:.Project Name: Z. Vicinity: CA t,rc.,,,r� ,e, SQSi ,r�o Purpose of Construction Ex: Rough Grading, Offsite Street etc:) %5; eL i�✓ec� fin%/ ��-• Description of Construction (Ex: See Plan Set No. 01234) Dimension of Installation or Removal: b q, 000 se V11 Approximate Construction Start Date: 5 a(p —Q(Q . Approximate Construction Completion Date: CD:,. (a Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstrucuor s materials, debris, back -filling, compaction and placing pemianent.resurfacing and or replacing improvements Contact Name: Phone Number: 1� - �� 02� Name of Applicant/Owner: Applicant Address: LPL, " �l I Applicant Telephone Number: �� (a0l= ?-5I,0f� Name of Contractor: Contractor Address: Contractor Telephone Number' Contractor State License Number: Contractor City Business License Number: 10- A COPY OF. -THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4. C�wy� Applicant or CoVCrDj6L-,c1tL-s. General. Liability Insurance Company: D co, Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: �� 60. o,J lm*tion Fee- . uJ Permit Fee: ��0, As -Built Deposit: Dust Control Deposit: Credit' oil TOTAL FEE DUE: Office Use Only: Assigned Permit Number. Approval Date: (/ Expiration Issue Date: pe.,�- -A-- S 0� Z, 3 N OLD PORT C"18 HARBOR DR. MARIA RD. aDAD JEFFERSON ST. W 8-CONSTRUCTIO CLOSE C-i ANEAD / ',, NO SCALE c-'� �� °' cRlo°s o ESPLANADE SEE NOTE 9 R. ern EXISTING SHOULD / Lim HAVE REMOVED COwROAD ORUUCTION PR W-' L 5o IN PHASE I 1� ONLY J R-18 R-1 C-30 are1R MII OEAD „� a1e L C 30 MUST ROAD �� 1 ' ® //LANES /� NNI R-+ nevcan R 1 CLOSEDCLOSED C-17 TIND DONOi-� C-17 D W-44 R+T CLOSED BLOCK �+'Jf p��pK iVEFDUNIT W� \ 11 imruanas E G ONLY ' LVNDLunT 1 E 25 KONLYL ® 25 7750,. EXISTING ` <� �r1 k� FT I f �� ORKAREA WORK AREfiBi_.lIL�� 1- 1�1 _ L 1 d4 I rm �` �, _ 1. c1 G 750' F W44 R-77 EP ems+ q (r 4 i 500 -20 LTC-� � . / 17 R-t7 ,�� —► CEP 1 � ® R 77 a•t Wa14 RIGHT 'LEFT LANE- � ` 'LE / 72i W-1 (RT) .+g ' C-17 AHEAD fiPEED RIfU- IANE ® 0 <� tvEED UYIi R-18 RIGIR LANE C- LT ---DUNE PALMS RD. 5� TDIM� C-18 25 ru /\ REDUCED TO FIT) 0 z 2(EXISTING �. EXISTING EXISTING �� EXISTING THIS SIGN SHALL BE POSTED SHALL BE ROAD - 1: MUST I C-20 C^1 vvvvovvoovvv4� vvvocaovoovvvo�� [ C FRED WARING DR. SEE NOTE 8 C-18 9TRUC710N . AHEAD 500 M, 500 HERITAGE PALMS .xaw' , COVERED--cDNSraUCION ' C-18 C . C. e 1000 WEST OF DUNE PALMS RD. FORTHIS SEE NOTE 9 MEAD PHASE Ily / RoaD THIS SIGN SHALL BE POSTED 1500' WEST OF DUNE PALMS RD. MONTICELLO AVE. �-\A °7Io PHASE 3 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALI FORMA DEPARTMENT OF TRANSPORTATION (CALTRANS) MANUELOF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. a THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAMEACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAINAMIMMUM12'TRAFFICLANE WIDTH ATALLTIMES. THERE SHALL BEA MINIMUM 2'BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.. 7. ELECTRONIC MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE. ONEAT FRED WARING & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CLINTON FOR WESTBOUND TRAFFIC. 8. THE TRAFFIC SIGNALAT JEFFERSON WILL NEED TO SPLIT PHASED (AS IT IS AT THIS DATE) SO THAT ONE DIRECTION (I.E. NORTHBOUND) HAS AGREEN STRAIGHT & LEFT TURN ATA TIME WHILE THE OTHER ARE RED. THE JEFFERSON ST TRAFFIC MAYBE IN ADIFFERENT SIDE OF THE STREET WHEN THIS TRAFFIC CONTROL IS PLACED DUE TO STREET IMPROVEMENTS IN PROGRESS BY YEAGER/SKANSKA. 9. THE CONTRACTOR OR LENNAR SHALL NOTIFY THE RESIDENTS OF BERMUDA DUNES C. C. THAT THE GATE AT PORT MARIA WILL BE CLOSED AT LEAST 48 HOURS INADVANCE OF THIS CLOSURE. LENNAR WILL NOTIFY THEIR RESIDENTS OF ESPLANDE TO USE THE FRED WARING GATE AT LEAST 48 HOURS IN ADVANCE. OO=Gp (FINAL PAVE FROM CENTERLINE NORTH) gyDM Speed Llmlt 45 Pr*ct Name Street Improvement for Esplanade Homes Prtne Contract" Traft Control CantrecMr Lennar Communities Tops N Barricades, Inc. Phone Prepared By Based on Standard (800)852-TOPS Ron Fifield CALTRANS T-12 ShM NumbwDate • PermltNumber 3 10/21/05 To Be Issued on Approval aer.,;V 5v� z N OLD PORT c''$ �� ` JEFFERSON ST. c-18 we HARBOR DR. °'D MARIA RD. CONST�RUCTIO ROAD !` I :ROAD C-E AHEAD ' +� ! R• a CONETRUCTIO NO SCALE C-18 ' A . - ACLOStED ESPLANADE SEE NOTE 9 > �, aaF ; �_ZD c-1 "'�° SPEED EXISTING SHOULD RLNLv NAVE REMOVED �.jPR IURN �CONBfRUCT10 1 - RWYCO IN PHASE 1 I� ONLY W.74 W-74+i� - LAE '`� DETOUR AHEAD I AHEAD �Z 1 I C•so W-1 (LT) J ij N•+B ,. �, ,\ AHEAD 17 ROAD MUS M Knee �' `� �j 1 ' LANE % fURN LEvr Fa:rr,� an o R+ CLOSED ZGu nsapo +0 DONOT 1 � � + Rt � C-17 G CLOSED R-17 C-17 CLOSED; � � TwG EMS N6 25 - BIOCK I w svFFowu+ l �' f ioFFaamF ONLY 1 ' W-" F svHe Fuer E G 25 �F I, G I ONLY 25 � 750 FT 500 500 F 500 t ------_- -1 T - -- WORK AREATORK—EA—WORKARE - - - — 1 11 -• _ { _C�j I - - -- KEEP - - - � sn.is --nn + 75o F W." R•+T � ' FRED WARING DR. 1 50 LT FiC� C-17 R-17 R-11 p �► KEEP 1' �I romw�, R-t W-44 RIGHT --► I. srteouNG RIGHT �, ' �o�SIM W_1(RT) wte 1' c-17 +, SEE NOTE8 - SPEED ; RNHR LANE ® NG 67FFOlelli R-18 I ` HERITAGE RiGHr LANE C-20 LT _ _DUNE PALMS RD. 50 MOST 25 MUST ' (REDUCED TO FIT) "'R""' � C-18 TURN FUG �! PALMS - EXISTINGONLY 1 THIS SIGN SHALL BE POSTED SHALL EXISTIN BE EXISTING E)aSTING s 1000' WEST OF DUNE PALMS RD. FORT IS SEE NOTE 9 c-18 C. C. .h�i 'ROAD PHASE 3 THIS SIGN SHALL BE POSTED 1500' WEST OF DUNE PALMS RD. MONTICELLO AVE. + �� NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORMA DEPARTMENT OF TRANSPORTATION (CALTRANS) MANUELOF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MIN MUM 17TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEAMINIMUM 2'BETWEENTHE EDGE OFCUTANDTHE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH i FLASHING LIGHTS.. 7. ELECTRONIC MESSAGE SIGNS SHALL BE POSTED AT LEAST 48HOURS IN ADVANCE STATING 'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE. ONEAT FRED WARNG & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CLINTON FOR WESTBOUND TRAFFIC. 8. THE TRAFFIC SIGNALAT JEFFERSON WILL NEED TO SPLIT PHASED (AS IT IS AT THIS DATE) SO THAT ONE DIRECTION (I.E. NORTHBOUND) HAS AGREEN STRAIGHT & LEFT TURN ATA TIME WHILE THE OTHER ARE RED. THE JEFFERSON ST TRAFFIC MAYBE IN ADIFFERENT SIDE OF THE STREET WHEN THIS TRAFFIC CONTROL IS PLACED DUE TO STREET IMPROVEMENTS IN PROGRESS BY YEAGER/SKANSKA. 9. THE CONTRACTOR OR LENNAR SHALL NOTIFY THE RESIDENTS OF BERMUDA DUDS C. C. THAT THE GATEAT PORT MARIA WILL BE CLOSED AT LEAST48 HOURS IN ADVANCE OF THIS CLOSURE. LENNAR WILL NOTIFY THEIR RESIDENTS OF ESPLANDE TO USE THE FRED WARING GATE AT LEAST 48 HOURS IN ADVANCE. (FINAL PAVE FROM CENTERLINE NORTH) Appmed By Date Speed 45 Llmu Street Improvement for Esplanade Homes Prime Co taeta Traft Coned CorFUader Lennar Communities Tops N Barricades, Inc. ftrm Prepared By Rased on Standard (800)852-TOPS Ron Fifield CALTRANS T-12 SW Number Date Permit Numtrer 3 10/21/05 To Be Issued on Approval Q,k 50� z N OLD PORT C"t8 ' HARBOR DR. MARIA RD. �kj , ,'JEFFERSON ST. i ` ROAD Ago S C-t8 "`�A° CLOSED ESPLANADE SEE NOTE 9 N NO SCALE 1,, EXISTING SHOULDPRVf 1 Law HAVEREMOVED , c0n�r I W-1 L G� IN PHASE 1 R to i c-z + RA I G30 (n J '� � M—Mu: /ROAD R,e C30� \ ' 41 (' LANE R t CLOSED I ® CLOSED �LANE�� R-1 ao,an i OO NOT E. 1 C-17 G W 44 R 77 C-17 CLOSED I E BLOCK ,oaawat untnenu E G ONLY 1 i SPIED MIT ® 25 W 44 E G25 J WORK AREA ORK EA WORK ARE -_— 1 1 111 1111 MUST I C-20 750 FT ., � �� -- G Oil C� _G LANE CC-18 �- RGAG- conaT„ttcrlon AHEAD _ ( C-1 '`� DETOUR 7 - AHEAD �v 500 F 500 G� — LIP 0 1111 11 111 11 500 F,� 750 F ' W-04 R-17 I KEEP "I' p FRED WARING DR. 20 LT C-17 R.t7 R t7 i -► 10 EP R-t W-44 RIGHT )► I Lvuatmt �� RIGHT 1 Leff ue25 ® wn R,a c-17 SEE NOTE , (R8 ;�T NG ` ,vt,out,n R-ta i c-2oLT DUNE PALMS RD. 50 N uw ® f 25 "'! sn E li HERITAGE ` REDUCED TO FIT) O ; ONLY c-i8 TURN RIG srr n ( EXISTING EXISTING I IXIS�TING / EXISTING / �; THIS SIGN SHALL BE POSTED SHALL BE RG„D 8 1000' WEST OF DUNE PALMS RD. COVERED SEE NOTE 9 `' 10N C-18 FOR THIS �I I f ` PHASE i iI �t RGAD A, THIS SIGN SHALL BE POSTED 1500' WEST OF DUNE PALMS RD. MONTICELLO AVE. �o~" NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE INACCORDANCE WITH THE STATE OF CALIFORMA DEPARTMENT OF TRANSPORTATION (CALTRANS) MANUELOF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. a THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN AMI"MUM I2'TRAFFICLANE WIDTH ATALL TIMES. THERE SHALL BEA MINIMUM 2'BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24HOURS ADAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.. 7. ELECTRONIC MESSAGE SIGNS SHALL BE POSTED AT LEAST 48HOURS IN ADVANCE STATING'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE. ONE AT FRED WARNG & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARNG & CLINTON FOR WESTBOUND TRAFFIC. 8. THE TRAFFIC SIGNALAT JEFFERSON WILL NEED TO SPLIT PHASED (AS IT IS AT THIS DATE) SO THAT ONE DIRECTION (I.E. NORTHBOUND) HAS AGREEN STRAIGHT & LEFT TURN ATA TIME WHILE THE OTHER ARE RED. THE JEFFERSON ST. TRAFFIC MAY BE IN ADIFFERENT SIDE OF THE STREET WHEN THIS TRAFFIC CONTROL IS PLACED DUE TO STREET IMPROVEMENTS IN PROGRESS BY YEAGER/SKANSKA. 9. THE CONTRACTOR OR LENNAR SHALL NOTIFY THE RESIDENTS OF BERMUDA DUNES C. C. THAT THE GATEAT PORT MARIA WILL BE CLOSED AT LEAST48 HOURS IN ADVANCE OF THIS CLOSURE. LENNAR WILL NOTIFY THEIR RESIDENTS OF ESPLANDE TO USE THE FRED WARING GATE AT LEAST 48 HOURS IN ADVANCE. PALMS C.C. PHASE 3 (FINAL PAVE FROM CENTERLINE NORTH) Date Speed L 45 Street Improvement for Esplanade Homes Lennar Communities Tops N Barricades, Inc. Phone Prepared By Bawd on Standard (800)852-TOPS Ron Fifield CALTRANS T-12 SW Number Date Permit Nu,Mer 3 10/21/05 To Be Issued on Approval AL. Cavier Cunstructicn Cc. Inc. ;ost Mice Cox 403 Mermal, CA 92274 (7CC)199-534DS Ci11MO (1460) 774-5fi78 C01 MC) 399-*21.0 fax TO Lennar Homes 40004 Cook St. Project Palm Desert, CA 02211 Location Plans Owner Description Qty Unit 1.6" AC on 6.5" Class 2 Base �j tg 8,51 SF 2. 8" Curb & Gutter n 61 LF 3. 6" Face Curb A 4. 6" Cross Gutter , p U" - 4,130 (5,713 LF SF 5. Saw Cut AC J(Jl�b� I, 2,652 LF 6. AC Removal i 85,427 SF 7. Catch Basins No Bid 8. 4" Sidewalk W ` 18,253 S, 3 SF Each 9. Handi Cap Ramps 10. 6" PCC on 6" Class 2 Base L0�/ 3,220 SF 11. Saw Cut & Overlay 358 LF 12.8" Face Curb 287 LF 13. Barricades & Safety Lump Sum 14. Street Grading Lump Sum B. Striping & Street Signs Lump Sum 16. Trench Patch 1,900 LF 17. Backfill Planters Lump Sum 18. Fine Grade & Compact 71,730 SF Conditions 1. All permits and fees by others. 2. Dust control during our work hours only. 3. Item #13 may be deleted and supplied by owner. 4. All excess soil to be removed from site at a rate of $7.20 per cubic yard at 18 yard loads. 5. No on site grading. 6. Work time required four weeks. 7. No signal loops quoted 8. Non payment is considered a breech in contract and all work will cease until the account is cleared up. Date Proposal # 1/21/2005 2 z.;4 Fred Waring Street Improvements #2 Esplanade Off Site Mainero & Smith Not Approved Lennar Homes Unit Price, Total 2.28 156,20.2.90 13.68 22,722.48 9.50 39,235.00 6.90 39,410.70 2.30 6,099.60 0.42366 36,192.00 2.60 47,457.80 950.00 2,850.00 7.20 23,184.00 11.00 3,938.00 11.20 3,214.40 18,875.00 18,875.00 26,560.00 26,560.00 23,620.00 23,620.00 7.80 14,820.00 6,926.00 6,926.00 0.09 6,455,70 477,772.48 N OLD PORT w E HARBOR DR. °'D MARIA RD. ADIID s C-18 E NO SCALE oD71$7RtICT �- � :AHEAD 500 F48, (. C-18 - ;1, •. . coiicralDno C-2 -.IIFIGitD Rios D ESPLANADE SEE NOTE 9 (-)EXISTING SHOULD 1 ROAD 1 a Ie 444, JEFFERSON ST. �18 �f R111W nR: OIA��wu nDC-1 Al{b1DI * i ., � A !" n CLOSED AHEAD 1 RIGHTIANE iaaflt PANT 17 TURy11uST IAFAGE u" Fer ulT "� I E)GCRNG FIGBjIHG 55 . 1 __. 750 1FT 00 1500 F 500 _3 - - TFRED WARING DR.? u-Lu LI 1 R•17 . tt ®� R-t \W-04 RII GHTI I �! 1 \ <*>C-17 1 RIGNT SEE NOTE 8 I n R-,e �,� �� ® "G "Z�"2RI;--EHERITAGE c-zo LT _ ,.DUNE PALMS RD. RwxruHFM l► TURN RIB C-18 PALMS (REDUCED TO FIT)LEO IST NG ON, Y�WT�-,� EXISTING EXISTING EXISTING SIGN SHALL BE POSTED SHALL BE Am C. C. 8 0' WEST OF DUNE PALMS RD. FORTHIS SEE NOTE 9 `_CONS EAD R-18 eTHISPHASE SIGN SHALL BE POSTED 1500' WEST OF DUNE PALMS RD. MONTICELLO AVE. I DOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) MANUELOF TRAFFIC CONTROLS FOR CONSTRUCTIONAND MAINTENANCE WORK ZONES. 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA REPRESENTATIVE. a THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN AMINIMUM I2'TRAFFICLANE WIDTH ATALL TIMES. THERE SHALL BEAMINIMUM 2'BETWEENTHE EDGE OFCUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AMID ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.. 7. ELECTRONIC MESSAGE SIGNS SHALL BE POSTED AT LEAST 48HOURS IN ADVANCE STATING'MAJOR CONSTRUCTION FRED WARING & JEFFERS014 EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE. ONE AT FRED WARING & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CLI14MN FOR WESTBOUND TRAFFIC. 8. THE TRAFFIC SIGNALAT JEFFERSON WILL NEED TO SPLIT PHASED (AS IT IS AT THIS DATE) SO THAT ONE DIRECTION (I.E. NORTHBOUND) HAS AGREEN STRAIGHT & LEFT TURN AT A TIME WHILE THE OTHER ARE RED. THE JEFFERSON ST. TRAFFIC MAYBE IN ADIFFERENT SIDE OF THE STREET WHEN THS TRAFFIC CONTROL IS PLACED DUE TO STREET IMPROVEMENTS IN PROGRESS BY YEAGERISKANSKA, 9. THE CONTRACTOR OR LENNAR SHALL NOTIFY THE RESIDENTS OF BERMUDA DUNES C. C. THAT THE GATE AT PORT MARIA WILL BE CLOSED AT LEAST 48 HOURS INADVAIJCE OF THIS CLOSURE. LENNAR WILL NOTIFY THEIR RESIDENTS OF ESPLANDE MUSE THE FRED WARING GATE AT LEAST 48 HOURS IN ADVANCE. a, CLOSED I� C-17 G i W44 E G25 ONLYEMSTI -� ^- ORK - WORK AREA i� -_ -_ �_ W-44 R.17 PHASE 3 . (FINAL PAVE FROM CENTERLINE NORTH) AM..d By We 4On I Street Improvement for Esplanade Homes PIt" Conuactol -- Tm"c conild camadw Lennar Communities Tops N Barricades, Inc. Mne Based on SIFUKW (800)852-TOPS Ron Fifield CALTRANS T 12 umba Date PeRNINurme7 3 I 10/21/05 To Be Issued on Approval City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5092 The following shall a/ways app/v: 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: Pemtittee 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 (%") 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 Fine and the existing road paving shall be two and a half inches (2 Y2") 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. Citv 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 property 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. ❑ RI COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January. 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. 'A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch ("* N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.5092 Esplanade/Final AC Lift on Fred Waring/Tract No.29323 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. Lennar Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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) neither before 8:30 a.m. nor after 4:30 p.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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. Special Conditions Page I of 4 PERMIT NO.5092 Esplanade/Final AC Lift on Fred Waring/Tract No.29323 8. 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 9. 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. 10. 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 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 14.16.290 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. 11. 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. 12. 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. 13. 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 14. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) ofthe private land owner whom is being encroached upon. Special Conditions Page 2 of 4 PERMIT NO.5092 Esplanade/Final AC Lift on Fred Waring/Tract No.29323 15. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 16. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 17. 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. 18. 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. 19. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 20. Access and egress to all local properties shall be maintained at all times. 21. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. 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 4 PERMIT NO. 5092 Esplanade/Final AC Lift on Fred Waring/Tract No.29323 C. Permanent pavement replacement shall be installed using a City approved 3/" 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 3/" 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. 22. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 4 23: Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 24. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 25. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 26. 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