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4516
NOTED ,. With proper validation t this formCITY OF LA QUINTA . constitutes an i encroachment permit i APPLICATION FOR PERMIT PUBLIC . WORKS CONSTRUCTION (ENCROACHMENT) For—th. e=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: October 5, 2005 Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 48th and Adams* TM 31310. Hidden Shadow Ranch (Street address or Description of Location) PURPOSE oOStEOF CONSTRUCTION Dry Utilities; See Plans y DESCRIPTION OF CONSTRUCTION Excavate, install and backfill all required utilities DIMENSION OF INSTALLATION OR REMOVAL 2.000 L.F. SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN October 10, 2005 a^' 101 Sketch (attach constructriot,�Nr%��r ar'�® APPROXIMATE TIME OF COMPLETION October 24. . 2005 ESTIMATED CONSTRUCTION COST $ $65.00/ft. - $ 130 �000 (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: Np Q 0 OCT 11 2005 CITY OF LA 5t1INTA+ FINANCE DEPT. Indemnify, defend, and save the City, its authorized agents, officers, representativesI, 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. Matt Nevins (909) 418-8864 Signature of Applicant or Agent GRoUudeftmwkndation. Tne. 1.451. Quail Street. Suite 212 Wewoort RP-ar-h rA 92A60 Name of Applicant (please print) Business Address Telephone No. GR Underground 39-136rand Lane, Ste "A" Palm Desert 92211 360-7994 Name of Contractor and Job Foreman Business Address Telephone No. 765654 ' 587 Contractor's License No. City Business License No. Lloyds of bFiddtm A15274083 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 schedulet� 4516 Inspection Fee $ 3900.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 4000.00 Receipt No. Received by Date PERMIT VALIDATION PERMIT NO. 4516 DATE APPROVED J/J6 EXPIRATION DATE 1 2/06 /'L DATEnISSUED By_,KM,N_ Administrative Authority Recorded by Telephone: (760) 777-7075 =�ri . p �k MATT NE VINS Superintendent � 1111 GROOVE CONSTRUCTION INC. Silver Oaks Community L1451 L Street, Suite 212ach CA 92660 Office949.863-9642 Fax 949-863-9670 Cell 909-418-8864 kti NOTE: , With proper v4lidation f this form constitutes an encroachment ,permit ww r a CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) FO�fte�6onstcucti.o.n—ofspubtic—•L-,e,` `curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements In connection._with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS 0. r' Subdivision Improvement Permit — Class I II DATE: October 5, 2005 Minor Improvement Permit Class IV R IM LOCATION OF CONSTRUCTION �8th and Adams; TM 31 15treet aooress or Uescnption of Location) PURPOSE OF CONSTRUCTION Dry Utilities; See Plans with `cony DESCRIPTION OF CONSTRUCTION Excavate, install and backfill all required utilities DIMENSION OF INSTALLATION OR REMOVAL 2,000 L.F. SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN October 10. 2005 APPROXIMATE TIME OF COMPLETION October 24. 2005 ESTIMATED CONSTRUCTION COST $ $65.00/ft. an $ 130.000 (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: Ranch Sketch (attach construction plans if appropriate) EN1'lk"W. 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. Matt Nevins (909) 418-8864 Signature of Applicant or Agent _GRaDudeepus*ndetion, Inc. 1451 Ouail Street. Suite 212 Nawnort Reach GA 92960 Name of Applicant (please print) Business Address Telephone No. GH Underground 39-46rand Lease, Ste "A" Palm Desert 92211 360-7994 Name of Contractor and Job Foreman Business Address Telephone No. 765654 Contractor's License No. Lloyds of bpddun 587 City Business License No. A15274083 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 3900.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No $ 4000.00 Received by Date 4515 PERMIT VALIDATION PERMIT NO. 4516 DATE APPROVED I ' EXPIRATION DATE %c 1 DATE ISSUED- By���?��. Administrative Authority Recorded by 11Telephone: (760) 777-7075 )RKS DEPARTMENT TION FOR PERMIT * - ::] Location of Construction: '�� 1 0 . :-: I purpose o Con traction: A.TM b j ' Descriptiop of Construction: Dimension of Installation or Removal: Z 000 Approximate Construction Start Date: J O (D I 1>1 Approximate. Construction Completion Date. 0 Z, OS Estimated Construction Cost: $ 65151- = l3O OL) Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: P, mr, Name of Applicant: vt (p Applicant Address: 5 Applicant Telephone Number: Phone Number: p _ {{„ I2 I G � Name of Contractor: �( (' Contractor Address: La Contractor Telephone Number: 3 LQ -1 y y q7 Contractor State License Number: (- 5 Contractor City Business License Number: 8 7 10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Company: LOHa oLo--J- Applicant or Contractor General Liability Insurance Policy Number: ----- 1 2�j 4bg3 Office Use Only: Inspection Fee: V Permit Fee: I O J JJ As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: y 0 i'v� ;� V Office Use Only: Assigned Permit Number. l Approval Date: Expiration Date: Issue Date: Administrative Authority: n J I •.. r t {r � L Y 1 t + F t � � 1 wl F ' �.f• " � M 1't.r 1 . . 1 tl, 4F LIABILITY INSURANCE 481 " co R IFICATE NA 1nmi ( T�ICATE t91SSUE3 AS A [;: pow wwv AND CONFM NO RCOttiS upON PRUBUCER R Spiegier Ina Sery Taa CEitT1Fll teven Licena0 #0871012 ALiERTMECOV=6AFFCRDED 6Y" 7855 Tvaahoe Ave• Ste 460 !.a Joliet CA 92037 ��g I, COVERAGE pbnee8S8-459-8834 Pax:858-459-9019 &A. It of Lcadon ueu� wee Qnaata xn"= 3.ty C4 48 �111Ctian Co.. Ina • Cameo Homee qi umc: o Newportt Beach a CA 92G6o owuRma u�suwv' m usm mum tmvr; am mum m TO IN6 e010mmuNwAeovE Fie THE Pc�� a�otWTw. �*�*AtiSmro TEMURCOAQRMO:ANYCOWRACTORSOOCutI ffWRHREM=70VOUC+TNl9 pCATEeu►rBEOSIIEDOR MAY AffMWWBYWMPO:UCEs4 MIONISa�TOA1LTtMTER�acCusMON MOCO�MOFSUCH WYCUMAV,THE(NRVRANCB BYPAW'L' MB. pp�(�S AGGREGA1Etll:TSS1tOWNNtArNAVEBEENREOUC® ----- --L� I .,.� ill IIIue..... � GEmotAcuADWY A S Z commERWLGu4BRALumwffy A15274083 CAMS MADE n 0= ft GINL AGGREGATE LDST ARPIgs PEFt o,,.,., 1^1 1 m ^1 LOC A TOMONEUAMY ANTAUTO - ALL OWNWAUTOS score wo AuTms MREO AUTOS N0N05RRNEDAWDS GARAGE UAWL T 1 ANYAUTO EXCESNUMM .LA UABLUW 8 - C=R 0 CtAMvADE Q80c0004320-00 oEO cfm aETEmnON s wORimes CAMP&Il9ATEOMAIo //EMMP�PLOVM LUWUTY OFFtCE�R/UEIABFR OCC<T� CurnE *10 Days for Non -Payment - -- - rpfmz�= 04/20/05 04/20/06 04/20/051 04/20/06 NAIC S Lam sz000000 s 50000 s CO AW 1SMMZUW s OWLYIPMAM s PRROPIMMmMOAMAGE 5 AUTO ONLr. EA ACCIDENT s EA ACC S AUTOONLY AM S EAQlOCMMRENM S AGGREGATE s s S d► s PouarumsT s 000 CERTIFICATE HOLDER ••,•••••••••• ••• •�•• PROOSCi 8lOtROAW 0l: TW AWJE OES BID FOUCIENUE rAMCEL W GEFWM TW iu oAs�nns.nan�ANsosuR�ewneEssvo���a 30* DAvswmrTEw NOTICETo THE CERTtRCATE MXM NAM® TO THE u3T. BW FALURE TO 0090 rNru L uwm ND OBUBArm OR uAoLnr Of ANV wm uPON THE INgLmHL aB AOENT9 OR Proof Of Coverage I Amm C-18 ux `�an�ao r ADAMS ST. 1 0 0 'HE EXISTING TRAFFIC LANE IS 14' WIDE. THE CONTRACTOR WOULD LIKI '0 PLACE THE GLUE DOWN CHANNELIZERS JUST. INSIDE THE TRAFFIC LAN HIS WOULD LEAVE A 13' WIDE TRAFFIC LANE. THE CHANNELIZERS WILL IE SPACED AT 5'.O.C. ON THE TAPER AND 10' O.C. ON THE TANGENT. ELECTRIC.LINE HIDDEN SHADOW RANCH SITE i Bil—m NE TRACT # 31310 CLOSED SIA -CONST. ENTRANC n C•2 MOD C-2 MOD BIKE LANE BIKE LAME CLOSED CLOSED ic= C-18 C-18 r�oao coxsmucno _ �.,wEao � coxsmucno RANCHO LA QUINTA BIKE LAME v CLOSED WELL SITE ►lot C-zo MOD) C-18 STORM CHANNEL 0 ',' 0 DKELANE CLOSEDr; consmucno \axEnD , � 0 0 U 0 0 5' 0 0� 0 600 F t THE CONTRACTOR WILL CLOSED ABOUT 8 FEET OF THE RIGHT TURN LANE ONLY WILL WORKING IN IT AND REOPEN IT AT END OF DAY USING PORTABLE DELINEATORS RANCHO LA QUINTA EMPLOYEE PARKING NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECTTRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAINA MINIMUM 12'TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE D24 HOURS ADAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. THE CHANNELIZERS SHALL BEATTACHED TO THE PAVEMENT BY BUTYL PAD. THIS WILL REDUCE EQUIPMENT BEING KNOCKED OVER. 1. ANY OPEN TRENCHES LEFT OVERNIGHT SHALL HAVE OPEN TRENCH SIGNS ON BARRICADES WITH FLASHING LIGHTS POSTED AROUND THEM. N W-�-E s NO SCALE Ll I I RANCHO LA QUINTA GOLF COURSE MAINT. ao>zac oa �®off AVE.48 Install Electric Conduit for Tract # 31310 Pdme Con4aew Twit Control Comer Groove Const. Tops N Barricades, Inc. PLgne on (800)852-TOPS Ron Fifield WATCH pg 48 SW Numbw Date PertNtNumber 1 9/30/05 To Be Issued on Approval � � .i ~ M � ' .. i • _ .... .. ..w. • . � � • ��1 ',. i � � � , 1 � � � i ' k l �� � -� r� - �' ! > �' + �J _, t � .� �. y • ' `� ; ,; r t .. �. M ...r 'q .... _ 1 i 4 • y � � �. ^ �' ' . J i 1 . � • � f _ i Y � y � � - � - � � i ' - ry t Y t " r r .� ♦ � � 1 � -- • t .' t , � � r C-18 ADAMS ST. C-11 END)♦' (RUCTION 0 ; a b4 HE EXISTING TRAFFIC LANE IS 14' WIDE. THE CONTRACTOR WOULD LIKI 0 PLACE THE GLUE DOWN CHANNELIZERS JUST INSIDE THE TRAFFIC LAP HIS WOULD LEAVE A 13' WIDE TRAFFIC LANE. THE CHANNELIZERS WILL E SPACED AT 5' O.C. ON THE TAPER AND 10' O.C. ON THE TANGENT. -, ELECTRIC LINE ..-..-.. .. HIDDEN SHADOW RANCH SITE BIKE LANE TRACT # 31310 i CLOSED �A�CONST. ENTRANC I Gt MOD C•2 MOD BIN' LANE BIKE LANE CLOSED ...... __________- CLOSED iSlim LANE CLOSED WELL „_.. j SITE C-20 MOD) C-18 t ate® coNataucno �fAHFAD 814 RD. - w C-18 �END� C-18 CONSTRUCTION 1 J Co^ THE CONTRACTOR WILL CLOSED ABOUT 8 FEET OF THE _ RANCHO LA QUINTA MUD' RIGHT TURN LANE ONLY WILL WORKING IN IT AND EMPLOYEE PARKING REOPEN IT AT END OF DAY USING PORTABLE DELINEATORS RANCHO LA QUINTA NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE . CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN AMINIMUMI2'TRAFFICLANE WIDTH ATALLTIMES. THERE SHALL BEAMINIMUM TBETWEENTHE EDGE OFCUTANDTHE � NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE D24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. THE CHANNELIZERS SHALL BEATTACHED TO THE PAVEMENT BY BUTYL PAD. THIS WILL REDUCE EQUIPMENT BEING KNOCKED OVER. 7. ANY OPEN TRENCHES LEFT OVERNIGHT SHALL HAVE OPEN TRENCH SIGNS ON BARRICADES WITH FLASHING LIGHTS POSTED AROUND THEM. - STORM CHANNEL I. I I � I AVI; 48 I I RANCHO LA QUINTA GOLF COURSE MAINT. AppwW By Date Speed Umft 50 Pmled Name Install Electric Conduit for Tract # 31310 Pdme Conwcw Tndfto Control Coat Bft Groove Const. Tops N Barricades, Inc. Phow PfWmd By Based on Surd (800)852-TOPS Ron Fifield WATCH pg 48 ShM Numba Date PertNt Number 1 9/30/05 To Be,lssued on Approval 1 1 ' i . � •'� L � S T C-18 ADAMS ST. U "hCONST. ENTRANC v 1 0_ d ; C•2 M00 C-2 MOD IJ �g E I BICXOSEDEDKE LANE S�� E -.._.._.._.._.. ---------------- HE EXISTING TRAFFIC LANE IS 14' WIDE. THE CONTRACTOR WOULD LIK 0 PLACE THE GLUE DOWN CHANNELIZERS JUST INSIDE THE TRAFFIC LAI HIS WOULD LEAVE A ITWIDE TRAFFIC LANE. THE CHANNELIZERS WILL E SPACED AT 5' O.C. ON THE TAPER AND 10' O.C. ON THE TANGENT. l /ELECTRIC LINE ••_• HIDDEN SHADOW RANCH SITE BIKE LANE TRACT # 31310 I B CLOSED iBIKE LANE CLOSED I WELL SITE C-20 C-18 w N DUNE PALMS RD. w P. Fn c S t n NO SCALE 8Q • G-10 " C-18 \ CONSTRUCTION I Ili f ROAD \ c�sµmu�cn� CONe� THE CONTRACTOR WILL CLOSED ABOUT 8 FEET OF THE RANCHO LA QUINTA RIGHT TURN LANE ONLY WILL WORKING IN IT AND EMPLOYEE PARKING. REOPEN IT AT END OF DAY USING PORTABLE DELINEATORS RANCHO LA QUINTA NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CALIFORNIA SUPPLEMENT. 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND 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 IN - ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE AMINIMUM T 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 D24 HOURS ADAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. THE CHANNELIZERS SHALL BE ATTACHED TO THE PAVEMENT BY BUTYL PAD. THIS WILL REDUCE EQUIPMENT BEING KNOCKED OVER. 7. ANY OPEN TRENCHES LEFT OVERNIGHT SHALL HAVE OPEN TRENCH SIGNS ON BARRICADES WITH FLASHING LIGHTS POSTED AROUND THEM. - STORM CHANNEL I I I I AVE. 48 i RANCHO LA QUINTA GOLF COURSE MAINT. All, Purled Name Install Electric Conduit for Tract # 31310 FMme Cantredor Trek Control Cantrador Groove Const. Tops N Barricades, Inc. ( 00)852-TOPS Ron Fifield WATCH pg 84 SW Number Dale PenNtNumber 1 9/30/05 To Be Issued on Approval I PERMIT NO.4516 Hidden Shadow Ranch / Dry Utilities along Ave 48 & Adams / Tract No. 31310 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. Groove Construction, Inc., 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 lst 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 (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. 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. Special Conditions Page 1 of 6 PERMIT NO.4516 Hidden Shadow Ranch / Dry Utilities along Ave 48 & Adams / Tract No. 31310 8. ' 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 woodlath 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. 9. 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. 10. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start.of closing the area, and removed immediately after the construction completion date. 11. Pursuant to Section 14.16.250 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. 12. Prior to excavating, if required, the Permittee shall contact Underground Service Alertat 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. 13. 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. 14. 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 Engineer I at 777-7089 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. Special Conditions Page 2 of 6 PERMIT NO.4516 Hidden Shadow Ranch / Dry Utilities along Ave 48 & Adams / Tract. No. 31310 15. 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 planrequirements as required by the city or existing errors & omissions by the architect or engineer of record. T 16. 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 17. 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: 18. 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. 19. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 20. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I: If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 21. 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. 22. If traffic lanes are closed on an any Arterial street (any street with more than 21anes) within the City of La Quinta right of way, The. permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 23. 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. Special Conditions Page 3 of 6 PERMIT NO.4516 Hidden Shadow Ranch / Dry Utilities along Ave 48 & Adams / Tract No. 31310 24. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. 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 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. Special Conditions Page 4 of 6 PERMIT NO.4516 Hidden Shadow Ranch / Dry Utilities along Ave 48 & Adams] Tract No. 3131.0 25. 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. 26. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 27. Access and,egress to all local properties shall be maintained at all times. 28. 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. C. Permanent pavement replacement shall be installed using a City approved '/a" 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. Special Conditions Page 5 of 6 PERMIT NO.4516 Hidden Shadow Ranch / Dry Utilities along Ave 48 & Adams / Tract No. 31310 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. 29. 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. 30. 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. 31. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 32. 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. 33. 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 6 of 6 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4516 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 ('/V) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (**.N/A **) feet shall. be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® kill COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee.. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or'pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. . ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent. (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting'compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A *' ) inches of A.0 surfacing placed on a ( ** N/A'*) inch (*' N/A " ) aggregate base shall be placed no later than ( 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. "' THE EXISTING TRAFFIC LANE IS 14' WIDE. THE CONTRACTOR WOULD LIKE Q18. xsi" N TO PLACE THE GLUE DOWN.CHANHELIZERS JUST•INSIDE THE.TRAFFIC LAN ' THIS WOULD LEAVE A 13' WIDE TRAFFIC LANE. THE tHANNELIZERS WILL, ADAMS ST. BE SPACED AT 5' O.C. ON THE TAPER AND 10' O.C. ON THE TANGENT. ELECTRIC LINE '� bri • HIDDEN SHADOW RANCH SITE C-20(MOD) C48 m TRACT#-31310 �: xan �� / .. �-,�, BIRCLO LANE xarwwmox u� " aasm ;T gs ONST ENTRANCE r.I'g��• F> �> I WELL. q ;. « s`ED � SITE I• E �. .._.._..�..�.. 4 1E.. y'.: it ------ .L�•:. . e 600 F XFT ��,r 'T+r �" ,, .°�` .c e` � •r $ �, .. •*': rya a x ,, ^ ,y - � c - r' � � �.. � 3 a C•18 •`-sf^� ...END C•18 mwcrnx " Rw THE CONTRACTOR WILL CLOSED ABOUT 8 FEET OF THE RANCHO LA QUINTA "XF0 RIGHT TURN LANE ONLY WILL WORKING IN IT AND REOPEN IT AT END OF DAY USING PORTABLE DELINEATORS EMPLOYEE PARKING RANCHO LA QUINTA NOTES' 1. ALL FFIC CONTROLDEVICES FOR THIS PROJECTSHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CALI OR NIA SUPPLEMENT. 2. TRAF IC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND T IC FLOW IF DEEMED NECESSARY BYCITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECTTRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS)AND MAINTAIN SAME IN ACC DANCE WITH TRAFFIC CONTROL PLANS. 4. CON CTORSHALLMAINTAIN AMINIMUM ITTRAFFICLANE WIDTH ATALL TIMES. THERE SHALL BE AMINIMUM TBETWEEN THE EDGE OFCUTAND THE NEA T TRAFFIC LANE. 5. ACCES TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS FFIC CONTROL SHALL BE IN PLACE D24 HOURS ADAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BAR CADES SHALL BE EQUIPPED WITH FLASHING LIGHTS. THE CHANNELIZERS SHALL BE ATTACHED TO THE PAVEMENT BY BUTYL PAD. THIS WILL REDUCE EQUIPM" BEING KNOCKED OVER. 7. ANY OPERTRENCHES LEFT OVERNIGHT SHALL HAVE OPEN TRENCH SIGNS ON BARRICADES WITH FLASHING LIGHTS POSTED AROUND THEM. STORM CHANNEL F I I I I 6. ' AVE.48 I I RANCHO LA QUINTA GOLF COURSE MAINT. 50 Install Electric Conduit for Tract # 31310 PAme Cmbadm Tmft Ow" Cwtaft Groove Const. Tops N Barricades, Inc. 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Call:' TOLL FREE' 1-800 422-4133 WeO WORKING DAYS SEZORE YOU 0 iG NOT21"CATION. SERVICE ORDER. tIMPE* RIAL IRRIGAT10" REVISION CHART ........... . ............ ... ......... IMPERIAL, C, Q A 1: m- . ..... .........r......0...........D .......B..........!.`...N..R......Dif .... .....COAHELLA VAD EY .................ATlS Y E.AA , J. S U 0MR A..... .................. N!DEGR( D SANTA ROSA D E NrE, L .. . . . ...... TR. 3 1 3.1 0 4 8 T.11 41 .. . ........... .... . .... . . ... ............. ...................................................................................... I 01 CnNDLM ............ ....... ... iFi�Ai r ATI,DF54 CHECKE0 BY. MPRO' WOW." kawm� I Ek I F--: V) PLAN FILE # 8ASE1 SKE TCH CONSTR.; SKETCH COMPL. SKETCH BY, Nd' 8/4/05 BY: BY: W.O.-OSHEE T # 01 OF 01 REVISIONS: §ASC,SKETCH CbNSTR- SKETCH COMPL. SKETCHI. PIP E PRESSURE TESTBYj BY: BY. MEDIUMn GAS STO #184.0150 HIGH GASTD 182.0S170 POINT "_"TOPOINT - TEST PRESSURE: MINIMUM PSIG MAXIMUM PSIG ACTUAL TEST PRESSURE: _PSIG TEST MEDIUM: EJAIR MNITROGEN EJOTHER 1 1011 2- DURATION: HRS. AND/OR T\ MIN. �TEL. SIGN: DATE: �NN PRINT NAME/TITLE: GAS HANDLING WAS REVIEWED AND PERFORMED SPLANNED [AS PLANNED PER GAS STANDARD #184.06 B 60' NO El YES n PI IF NO0 PLEASE GIVE EXPLANATION TO LEFT LA? LA QUINTA SIGN: DATE: PRINT NAME/TITLE: ANY CHANGES TO THE DESIGNED PIPE AND COMPONENTS REQUIRES APPROVAL FROM TECHNICAL SERVICES PLANNING. b e IF CHANGES WERE MADE TO THE PLANS: ENGINEER CONTACTED: DATE: EXIST: 0 INST: ABAND: ❑ INT: FPA / PA: 0 40' C 1101 CODE�:P_ LOT DATE: � 1 W 110, ti Ln 30 29 31 32 V) 100, V) al � ai I to'N", sm !"ion Area Affected Yes El No El sure District Affected Yes 11 No n tess District Affected Yes 11 No El y Llne Affected Yes 11 No n ctor Station Affected Yes El No F1 (s) RequIred Yes El No El wed By: ?eVlewed By: -2176.s01 04-AUG-2005 10:44 CAD-GCHALFANT 60:1 2. I not. n % E -1 AJ Tt4P FT6 1_/�,�_A ;cl., T1 Tr-< -_�r-%-naj LXA-778&_x C- M D ALL �Cr.OIbQ 30 0 30 60 FEET 120 180 ----------------- r UPDATED TO R.E.R.: SOIL TYPE GROUP RED YELLOW GREEN 4. LA CITY ONLY) 1 2 3 BACKFILL TYPE: USED MECHANICAL COMPACTION Yes El No El JOINT TRENCH Yes[] No[] - - - - - - - - - - 33 36 LOT *00 (TYPICAL Yes 0 No Ej 34 35 :2 7 0 F-- 0 cr i- _j W co I. - - - - - ro m z 6A W < 26*# V) z TEL GAS------ 11 14.5' 4 V) LCATV ELECTRIC- 0 p r , I il I _ _ _ TELEPHONE [I —.4 109 TR POWER — — — — — — — ---- I ABLE 0 OTHER---- El z — - — - — - — - — - .y ELECTRIC-- E CT R I C __0 TL E EPH ONE 0 T.V.T .V . CABLE AB E 0 cz) 119 ro SERVICE STUB SUMMARY r- — — — — — — — — — — — — — — — -- I 1— i I� c SHORT SIDE STUBS LONG SIDE STUBS I ^' I� { i '44 m 110 FT. col m INSIDE PROP. LINE Cr1 32" FT. INSIDE LOT LINE Z) THOMAS GUIDE 849-H3 CITY OF LA OUINTA L i�l 6 3 PRESS. DIST. NO. 410vL1 L DIST. PRESS./MAOP: YCOOIL, REFLECTION _4& SET/MOP: r Uj I E12 5 4 CLASS LOCATION X3 E14 II ISO MAP NO. 0 / / -Z I SUPPLY LINE NO. SUPPLY LINE PRESS. \ % REGULATOR STATION I.D.# 1 R.S. VALVE(S) REQUIRED Yes 0 No El LOT 'N' PIPELINE MARKERS REQUIRED: Yes El No E] 48 IF YES SHOW LOCATION ENVIRONMENTAL SPECIAL ENVIROMENTAL PERMITS: YES[] NOE] 1 STORM WATER: BMP ONLY E] swppp ❑ 4-95 PCB - MEGARULE - — - — - — - — - — - — - — ------------------- N/A PCB FREE AREA 0 HOT SPOT 0 HOT D* [STRICT❑ 7 — - — - — - — - — -— REQUIRED ABANDON PIPELINE SAMPLING COMPLETED PER GAS STANDARD 104-0042 INITIALS: DATE: CHARGE LABOR TO MWO# 99300.000 C.P. AREA NO. C.P. CONTACT: PHONE NO. LU THIS BLDG. OR AREA QUALIFIES FOR ANNUAL LEAK SURVEY: 141 Yes[] No E] (POST LIMITS) A PRE -JOB MEETING WILL BE HELD WITH A GAS ty i COMPANY REPRESENTATIVE PRIOR TO THE START OF ANY CONSTRUCTION. Yes[] NoE] IY REVIEWED BY PRINT NAME DATE REG. ENG. TECH. SUP. L.P.A. kk L.S.P.S. _j P.A./F.P.A. A D.O.M./P.M. F.O.S./F.S. % r, Underground Service Alert L VORE Call Two Working Days C\]7. It BEFORE YOU DIG T__ I 1-800-227-2600 2- Er F',,.r inn Lp S E 10 1 i ckeT # PLANNING PRINT PARCEL # 29552 PROD. # 87769 WR. # 1588249 EPOCH # RER.# INSTALL MAIN WITH AT LEAST COVER BELOW TOTAL FEET INST'D DIRECTORY PATH.& FILE NAME: A7 qrn:* sz) on TOTAL FEET RETIRED WOS-1 /2005 /34145676.sol FNI COUNTY RIVERSIDE RETIREMENT REASON:MIT ISSUED BY: PERMIT 4: DATE MOVED NOTICE OF DATE MOVED DISTRICT PALM DESERT I ON JOB: OPER. DATE: OFF JOB: Tk TRACT # 31310 G" ATLAS # IND 64 ATLAS # YEAR C.P.INSTALLED: PLANNED BY: CREW .FOREMAN A "Sompra'Enag , pr TA # 20-9)9 VINCE ALVAREZ STAKED .......... ❑ COMPANY OPER. 20% OR OVERCATHODICALLY PROTECTED:YES NO F0.MS STAKING REQUIRED FSOUTHINLAND REGION AT LESS THAN C20%jS4M.j.s. OS TES.NEEDEOTS 6 7 f;r:l :-rie, _�$t 34145