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4593Finance Revenue Code E-1 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION iveways, pavements, sidewalks, parking lots, sewers, water mains and other like APROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:1 /24/06 LOCATION OF CONSTRUCTION (Street address or Description): Mediterra PM 27131 rt PURPOSE OF CONSTRUCTION: Off -Site Water and Sewer �Q�t'' re-` DESCRIPTION OF CONSTRUCTION: See Plans Tv DIMENSION OFINSTALLATION OR REMOVAL: See Plans APPROXIMATE TIME WHEN WORK WILL BEGIN:See Plans TIME OF COMPLETION:90 Days ESTIMATED CONSTRUCTION COST: $1,065,425.00 (Including removal of all obstruction, materials, and debris, backfilling compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: ELATE In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all app i able rules and regqations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent WPM Construction - CA, L.P. Dave Rawdon 1000 E. 80"' Place Suite 555N. Merrillville IN 46410 (219) 680-5000 Name of Applicant (please print) Business Address Telephone No. Dateland Construction 50-305 Hwy 111 Coachella CA 92236. (760) 398-5544 Name of Contractor and Job Foreman Business Address Telephone No. 396698 31 Contractor's License No. City Business License No. James River 00008068 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $ 31,310.00 $100.00 $NA $0 $31,410.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.4593 DATE -APPROVED: Z — (j -pb EXPIRAN�ATE: � - D BY: � I n Administrative Authority �'r,��' '~-.--� - __- @�[^'0���.�_-. -_-____ _-_ _ . ''� '�� `� '/]' ^ ��" -. � \ � -~/ � / _�. _ u.k ];� <�/ .. �/ \�� \!_--=-'--��� . Wei PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: _ZOQ(- Location of Construction: Meg i -r tt r--A 1? V1. 271 ?J' 1 Purpose of Construction: t — S 1Tr= 15r:--wETZ- PkN D WATeV— Description of Construction: Dimension of Installation or Removal: 5E= PG A N S Approximate Construction Start Date: A s A P Approximate Construction Completion Date: G5T1 M ATi:D 90 DAYS Estimated.Construction Cost: $ 1, 0 65, L17: 5 , o J Estimated Construction Cost shall include the removalb£all obstnfctions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: 1--) qvE F—AyyDoN Phone Number: ?b o --7e to -57-41 Name of Applicant: VV PM c o H ---r IZ u r:-r l o N —CAI- L • 1? Applicant Address: I o o o im:. 'Octp P-Ac.r— , SU r5,�1,1. r Oeml tul uoj Applicant Telephone Number: V 9- � Sa - t7 Name of Contractor: lDAX I, L A" ID G O t.l 5-r IF- QC;rl o N , 1114 C . Contractor Address: *p - 41 tm H W A f 'l I I . C-OAC44EU 4, CA 92Z% Contractor Telephone Number: 5 54-q Contractor State License Number: 3910('3P3 ✓ Contractor City Business License Number: �LI/ ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor G eral Liability Insurance Company: �A�'N1�5 121y>:rL- Applicant or Contractor General Liability Insurance Policy Number: ©OOD F5D (o 6 Office Use Only: Inspection Fee: 1 `V 3`��\' Permit Fee: As -Built 0-- Deposit: ie Dust Control r Deposit: Credit Amount: TOTAL FEE DUE: 3` 1 Q a o J Office Use Only: Assigned Permit Number. Approval Date: l J 1 Expiration Date: Issue Date: Administrative Authority: '21 2005 5:57PM DATELAND CONST. No.6475 P. 3/4 rH%.�E3vra /d 1 LS SUBGRADE PREP FOR ALL PAVING AREAS /39 1 LS FINEGRADE AND COMPACTION FOR ALL CONCRETE BID ITEMS LISTED ABOVE 40 1 LS MOBILIZATION ., 176-51 47850.00 $ 47,850.00 31200.00 $ 31,200.00 4950.00 $ 4,950.00 SUB TOTAL $ 1,532,567.40 OFF -SITE SEWER 8 SHTS OF 8 UNAPPROVED 1 4000 LF 12" VCP MAIN @ 70.00 $ 280,000:00 2 1595 LF 10" VCP MAIN (9 68.00 $ 108,460.00 3 . 365 LF 8" VCP MAIN @ 69.00 $ 21,535.00 4 2140 LF CLASS B BEDDING @ 3.75 $ 8,025.00 5 17 EA MANHOLES .@ 3200.00 $ 54,400.00 6 1 EA CLEANOUTS @ 750.00 $ 750.00 7 23800 SF 4" AC OVER 6" ALB @ 3.10 $ 73,780,00 8 70620 SF 4" AC OVER 5" A.B. @ 2.50 $ 176,550.00 9 18 EA ADJUST MH TO GRADE - @ 400.00 $ 7,200.00 10 1 EA ADJUST CO TO GRADE @ 280.00 $ 280.00 11 6 EA ADJUST VB TO GRADE @ 280.00 $ 1,680.00 12 1 LS MOBILIZATION @ 2300.00 $ 2,300.00 SUB TOTAL 1 $ 734,960.00 1 V OFF -SITE WATER 3 SHTS OF 3 UNAPPROVED 1 1910 LF 18" DIP MAIN W-FITTINGS @ 140.00 $ 267,400.00 2 2 EA 6" BLOWOFF �``S @ 2090.00 $ 4,180.00 3 9550 SF TRENCH PAVING @ 4.30 $ 41,065.00 4 1810 LF REMOVE & REPLACE EXISTING C & G @ 8,00 $ 14,480.00 5 8 EA ADJUST VB TO GRADE @ 280.00 $ 2,240.00 6. 1 LS MOBILIZATION @ 1100.00 $ 1,100.00 SUB TOTAL $ 330,465.00 ✓ TOTAL $ 2,995,692.40 STIPULATIONS; Construction water & meter by others (Dateland will apply) Engineering , staking & compaction testing by others. Grading behind curbs & in planters by others Finish grading for landscaping by others This price is based upon unapproved plans & subject to change ; Fog seal or seal coat not included Prime coat not included.�� 67 Asphalt pavement installed in two (2) lifts *" Asphalt price good until January 31,2006; any increase in asphalt price due to Crude oil and/or natural gas price increases after January 31,2006 will be passed on to owner. ) Dateland Construction Co. reserves the right to substitute an approved C.M.B ( Crushed Miscellaneous Base) in lieu of Class 11 Aggregate Base. Traffic control & traffic control plan for Darby, Adams and Washington St. is included Any permits or fees by others 780, i300;�� c7J 5,00 CONTINUED ON PAGE 4 L�`� 11 21, 2005 5:57PM DATELAND CONST, No.6475P. 4/4 rnv.E 4 yr -t 4STIPUL,ATIONS CONT. Y One move in per phase of work. We include two (2) move ins for asphalt concrete pavement only. Dateland will not be responsible for any landscape or irrigation repairs or relocation Owner to furnish a pressurized source of water at site boundary sufficient to supply 400 gallons per minute Permits, Fees, Bonds or Certificates (performance bond, additional insured, ect) required of Dateland Construction are extras. Not responsible for unmarked underground utilities Due to the high volatility of fuel prices, there may be a fuel surcharge at award of project, start of project, or during the project even after contracts are signed DUST CONTROL: Dateland Construction will be responsible for dust control on its work during normal working hours only. Any additional watering to fulfill the PM10 plan requirements over and above the normal working hours and/or Dateland's work area shall be charged to the owner in accordance with current Labor and Equipment rental rates. Dateland will keep adequate number of water trucks for its normal grading and compaction work, any additonal water trucks required to fulfill the PM10 plan requirements will be charged to the owner in accordance with our current labor and equipment rental rates. If PM 10 monitoring is required, it will be charged to the owner in accordance with our current labor and equipment rental rates. ADDITIONAL UNDERGROUND STIPULATIONS For trench paving, A.C. removal and installation is included All trenching,to complete off -site & on -site utilities per plan All shoring & bracing requirements to complete work is included Traffic control & traffic control plan for Darby, Adams and Washington St. is included Buyer and selleragree ttat the general terns and conditions on the reverse side, herepf are part of this agreement and ale thoroughly understood. ACCEPTED FOR BUYER BY TITLE: When signed by the Buyer and approved by a ManagiV officer of this Company, this constftute a fine contract between both padres, hereto, for all labor and for all materials herein referred to, according to tams and wndiwns. IPA �JAN-1�-2006 10.46AIA FROW T-790 P.002/005 F-466 I.CK I INUA I L Ur- LIABILITY INSURANCE DATE(M=Drftm PRODUCER 01/03/06 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HRH Of Codchella.Valley ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Insurance Services LIC #0511289 HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 77-564 Country Club Dr., #401 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Palm Desert, CA 92211 INSURERS AFFORDING COVERAGE NAIC INSURED INSURER A: James River Insurance Co 12203 Dateland Construction Co Inc 5"05 Hwy 111 INBuRm B: Safeco Ins. Co, of America 24740 Coachella. CA 92236 INSURER C! SeaBrlght 15563 INSURER D: INSURER E CtJVERAGFS THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTiMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. wwon LTR A INSRIC X TYPE OF INSURANCE GENERAL LUU3ILITY X COMMERCIAL. GENERAL LIABILrrY CLAIMS MADE a OCCUR X BIIPD Ded:5.000 POLICY NUMBER 1100008068 DATE M CTR-0 01115/05 PDATe EXPIRATION MUIM 01/15/06 LIMITS EACH OCCURRENCE 51 000 000 . D �G�TO RENTED E50 000 MW EXP (Any cne-poron) 5 PRSONAL 8 ADY INJURY $1 000 000 GENERALAGOREGATE $2 00O 000 GENT AGGREGATE PROIMIT- APPLIES PER POUCHFIJECT PRO LOC PRODUCTS - COMP/OP AGG s2.000.000 B X AUTOMOBILE X LIABILITY ANY AUTO D I CG71332910 01M 5105 01/15/06 COMBINED SINGLE LIMIT (Ee 6=10"p s1,000,000 ALL OWNED AUTOS X SCNEDULEO AUTOS • BID!)ILLY INJURY S X HIRED AUTOS _ NONOWNEDAUTOS BODILY INJURY (PoreoGoenq S X PROPERTY DAMAGE (ParaodaenU S • GARAGE LIABILITY AUTO ONLY- EA ACCIDENT S ANY AUTO OTHER THAN EAACC AUTO ONLY: AGG S f ECCESSIUMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE S AGGREGATE S S DEDUCTIBLE R 8 I RETENTION S S C WORKERS COMPENSATION AND EMPLOYERS' LIAB1LITY BB106OBO1 01101/06 01/01/07 XWG STATU OYH- F-L EACH ACCIDENT E1.000 000_ _ ANY PROPRIETOR/PARTNERMAECUTIVE OFFlCERIMEMBEXCLUDED? It y05, o86Ct168 undor rrd SPECIAL PROVISIONS bolow OTHER - - E.L. DISEASE -EA EMPLOY 51.000,DOD E.L. DISEASE -POLICY LIMIT I 31 000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS "Certificate is also named as additional insured per Form AP20DOUS all ongoing grading/paving/Water & sewer main construction operations of named insured 10 day notice Of cancellation for non-payment of premium This certificate is subject to conditions and exclusions contained in the policy. Job: 43100 Palm Royale St La Quinta CA WPM Construction -CA LP 1000 E 890th Place 9555 North Merrillville, IN 46410 ACORD 25 (2001/08) 1 of 1 #S212899/M212897 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DA1'E THEREOF. TKO IS$UINO INSURER WILL ENDEAVORTO NAIL dlQ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAIQED TO THE LEFT, BUT FAILURE TO 00 SO 514ALL IMPOSE NO 013UGATION OR LIABILITY OF ANY IONO UPON TUC INSURER, ITS AGENTS OR REPRESENTATIVE 2JPlM 0 ACORD CORPORATION 1988 IAN'f9-2006 10:46AM FROM- T-799 P.003/005 F-466 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE Who is an "Insured" is amended to include as an Insured the person or organization shown in the Schedule as an Additional Insured. The coverage afforded to the Additional Insured is solely limited to liability directly caused by "your work" which is imputed to the Additional Insured. Where no coverage shall apply herein for the Named Insured, no coverage or defense shall be afforded to the Additional Insured. This coverage does not apply to "bodily injury", "property damage" or "personal and advertising injury": 1. Arising out of the sole negligence of the Additional Insured; 2. Arising out of the claimed negligence of the Additional Insured other than that directly caused by "your work" which shall be imputed to the Additional Insured. or 3. To any employee of the Named Insured or to any obligation of the Additional Insured to indemnify another because of damages arising out of such injury. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. AP2000US O4-03 WF, Kz MI- �Vp CONSTRUCTION CAr, L- P, January6, 2006 Anthony Colarossi, P.E. Associate Engineer City of La Quinta PO Box 1504 78-495 Calle Tampico La Quinta, CA 92247-1504 Dear Anthony: Thank you for the informative and helpful meeting that we had on Wednesday. I have discussed the work in Darby Lane and Adams with the contractor that we have selected for the work.. Our biggest concern is with the safety of the workers and the public as we proceed with this work. I have executed a sketch of the impending work to help understand the logistics. Probably two trench boxes will need to be employed to maintain the safety of the workers at the bottom of the excavation. In the deepest cuts there will be a 2 to 4 foot area at the top of the box where a 1 to 1 cut will be used. In order to keep vibration and side loads to a minimum the contractor has proposed putting a conveyor beside the excavation to remove spoils from the excavation area to the trucks. This equipment and material staging will be in the unused lane during working Hours. For this reason we are requesting that from the hours of 8 to 5 each day we close down a small section of the street where the actual construction is taking place (approximately 100' per day). We will inform the inhabitants of the street both in writing and individually as this moving construction proceeds from Fred Waring drive down Adams Streetand.up Darby Lane. From 5 pm until 8 am we will plate and patch the construction so that overnight traffic will not be impeded. During the day if emergency equipment needs access we will be able to quickly move the equipment out of the way for them to pass. Please consider this request so that we may maintain a safe and expeditious schedule in completing the work Sin ly obinson Senior Project Manager 1000 E. 80th Place, Suite 555 N. • Merrillville, IN 46410 219.680.5000 • Fax 219.641.7192 www.wpmsite.com License No. 825987 22'-0" - EXISTING STREET I SLOPE TOP 4' OF TRENCH I ♦1 0 N N q ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE 01/16/06DKYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HRH of Coachella Valley HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Insurance Services LIC #0511289 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. [INSURERS 77-564 Country Club Dr., #401 Palm Desert, CA 92211 AFFORDING COVERAGE NAIC # INSURER A James River insurance Co 12203 INSURED Dateland Construction Co Inc INSURER B: Safeco Ins. Co. of America 24740 50-305 Hwy 111 INSURER Q SeaBright Insurance Co 15563 Coachella, CA 92236 INSURER D: INSURER E COVERAGES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING BE ISSUED OR THE POLICIES ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE P IRATION TYPE OF INSURANCE POLICY NUMBER DATE MM/D TE D LIMITS LTR NSR 000080681 01/15/06 01/15/07 EACH OCCURRENCE $1000000 A X GENERAL LIABILITY DAMAGE TO RENTED $50OOO X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR � MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $1 OOO OOO X BUPD Ded:5,000 _ GENERAL AGGREGATE $2 000 000 PRODUCTS - COMP/OP AGG $Z 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECTT• LOC g x AUTOMOBILE LIABILITY 01CG71332910 01/15/06 01/15/07 O(EaBIaeDSINGLELIMIT $1,000,000 X ANY AUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) X SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY $ (Per accident) X NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) AUTO ONLY - EA -ACCIDENT $ GARAGE LIABILITY EA ACC $ ANY AUTO OTHER THAN AUTO ONLY: AGG $ EACH OCCURRENCE $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ BB1060801 01/01/06 01/01/07 WC STATU. OTH- X 1 ER C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY EL EACH ACCIDENT $1 000,000 ANY PROPRtETOR/PARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $1 00O 000 OFFICER/MEMBER EXCLUDED? II yes, describe under EL DISEASE -POLICY LIMIT $1 000 000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS *Certificate is also named as additional insured per Form AP2000US all ongoing grading/paving/water & sewer main construction operations of named Insured 10 day notice of cancellation for non-payment of premium This certificate is subject to conditions and exclusions contained in the policy. Job: 43100 Palm Royale St La Quinta CA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION WPM Construction -CA LP DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL An DAYS WRITTEN 1000 E 890th Place #555 North NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Merrillville, IN 46410 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES E ARTZED REPRESENTATIVE UO ACORD 25 (2001/08)1 of 2 #M215289 2JPIM © ACORD CORPORATION 1988 i;o ty of Riverside State of California Permit / Tracking # Street Name WASHINGTON STREET AND DARBY ROAD Date: JANUARY 18 , 2 0 0 6 /% Idtareo David E. Barnhart Director Of Transportation ENCROACHMENT PERNIIT APPLICATION The undersigned hereby applies for a permit to excavate, construct and otherwise encroach on Riverside County roadway right of way as follows: (Description of work and installation to be maintained - attach and refer to maps or other documents): REMOVE_AND 111TSPOSE EXT TTNG ASPHALT CONCRETE'PAVEMENT, AGGREGATE BASE AND MISC. CONCRETE ITEMS. EXCAVATE, INSTALL UNDERGROUND UTTL. TIES AND CONSTRUCT NEW A.C. PAVEMENT, CLASS 2 AGG. BASE, CONCRETE CURB,CURB & GUTTER, CROSS —GUTTER / SPANDREL, SIDEWALK AND OTHER MISC. ITEMS' Name(s) of roadways) and specific location NEW DARBY ROAD WASHINGTON STREET, PALM ROYALE DRIVE AND (Applicant will stare lure, accurately, the location of work to be performed giving Cowny roadway, mute, sewon and engineer's stations:-ifpomible.) In consideration of the granting of this application, the applicant hereby agrees -to: 1. Indemnify, defend and save the County;•its authorized agentr, officers, representatives- and employees; harmless -from and -against any and all penalties, liabilities or loss resulting from claims or court aaron and arising out of any accident, loss or damage to Rem=;Horc9iWonmyhappening or occurring as a proximate result of any work undertaken under the permit granted pursuant to 2 Remove or relocate an encroachment installed or maintained under this permit, upon written notice from the Director of Transportation. 3. Notify the Director of Transportation in writing at least 48 hours in advance of the time when work will be started, and upon completion of the work, immediately notify the Director of Transportation in writing of such completion. 4. Comply with Ordinance No. 499, any amendments thereto, the terms and conditions of the permit, and all applicable rules and reg�anons of the County of Riverside and other public agencies having jurisdiction. 5. The permittee shall accept full responsibility for complying with Federal, State and County environmental laws receiving any necessary environmental clearances and/or permits, poor to commencing any work as authorized by this permit. Name of Applicant DATELAND CONST. CO. INC., Authorized Signature Mailing Address 5 0- 3 0 5 HIGHWAY I I I 24 Ho ergeney Telephone Numbers. tractor RON WALTERS rR0R4usE-Bwi'RANSMR—rATIDN DiP-ARTMENT. --Permit.Fee Inspectioa_F.ee. - 'Focal .. Receipt Number 82675 I-Hghway l l 1, 2nd F..uar (Room 209) 9 Indio, California 92201 a (760) 863-8267 0 FAX (760) 86'r7040 3DO-017o (01196) RK q a MIN p a'�9gE S a - 4�v9_�F•�xl� = � �qg ggyyg ��yygbR� . la %%TTTTTT%T?%%T?%TQTQTQTTTTTTT t x Imi"'ll F �•� 6� �°�q E��r.Y�° e lit � a GN C N� NgCq NNSC� F TRACT NO, Y0749-i 'I - 'l/lNaroN grfEE7 I o i ti I F F� T aaa®Ne3ip3mgBGGeaaaa N�Rss ga =0 REDEEM a a a a a s a aaaaaaaa aaaaaa as a a a p �� RRRRR R EE R Y^ 8 5 Y R p.2 8 '' �� I I P nl I• � � �. W-/YPM-J-/ - CONSTRUCTION --CAt, L.,P. January 6, 2006 Anthony Colarossi, P.E. Associate Engineer City of La Quinta PO Box 1504 78-495 Calle Tampico La Quinta, CA 92247-1504 Dear Anthony: Thank you for the informative and helpful meeting that we had on Wednesday. I have discussed the work in Darby Lane and Adams with the contractor that we have selected for the work.. Our biggest concern is with the safety of the workers and the public as we proceed with this work. I have executed a sketch of the impending work to help understand the logistics. Probably' two trench boxes will need to be employed to maintain the safety of the workers at the bottom of the excavation. In the deepest cuts there will be a 2 to 4 foot area at the top of the box where a 1 to 1 cut will be used. In order to keep vibration and side loads to a minimum the contractor has proposed putting a conveyor beside the excavation to remove spoils from the excavation area to the trucks. This equipment and material staging will be in the unused lane during working hours. For this reason we are requesting that from the hours of 8 to 5 each day we close down a small section of the street where the actual construction is taking place (approximately 100' per.day). We will inform the inhabitants of the street both in writing and individually as this moving construction proceeds from Fred Waring drive down Adams Street and up Darby Lane. From 5 pm until 8 am we will plate and patch the construction so that overnight traffic will not be impeded. During the day if emergency equipment needs access we will be able to quickly move the equipment out of the way for them to pass. Please consider this request so that we may maintain a safe and expeditious schedule in completing the work. Project Manager 1000 E. 80th Place, Suite 555 N. • Merrillville, IN 46410 219.680.5000 • Fax 219.641.7192 www.wpmsite.com License No. 825987 Z I .. s'� ��� 22'-0" - EXISTING STREET I SLOPE TOP 4' OF TRENCH I 0 N N i A 1. Terry Deeringer From: Sent: To: Cc: Subject: Tim, Your 4 questions Tony Colarossi Wednesday, February.01, 2006 10:13 AM Tim Jonasson Paul Goble FW: Pre Con Meeting 1. Message Boards 2. Allow for emergency & Local Traffic - During work day. 3. Specify the exact work dates. 4. Provide 48 hour notice to adjacent land owners before work starts.have been answered have been answered in the following email sent below from WPM (David Rawdon). Based on his letter below, may I release the permit? Thanks, Tony -rf%i -----Original Message----- . From: David Rawdon [mailto:drawdon@wpmsite.com] Sent: Wednesday, February 01, 2006 10:03 AM To: Tony Colarossi Subject: RE: Pre Con Meeting Tony: regarding your email from last evening: Item : Understood, and shall be set into motion using the suggested procedure. Item 2: Understood and I will address our plan in proceeding: Local traffic will be allowed as much is physically allowable. We will make every attempt to accommodate the residents and business owners adjacent to the work scheduled to be performed. We will also be most concerned with the safety of the workers, but keeping in mind peak hours of travel with higher volumes of traffic i.e.; 0700-0830 and 01600-01530. With respect to emergency access, we intend to advise the local firehouse, located on Adams Street south of Fred Waring, on a daily basis of the projected progress and location of the work for the next day. We also intend to advise the emergency response units that in the event of an emergency, we will give/make access for them as immediately and humanly possible. Item 3: We will be able to provide the exact date of work commencement upon receipt of the work permit. Item 4: We intend to contact each effected resident, and business 48 hours before the work in their specific area is performed using two methods of communication. One being verbal, in a house to house pattern, and two, being visual by using a 8-1/2" X 11" map of the projected area of work for the time suggested If you have any further questions or needs, feel free to contact me immediately. Thanks! >>> "Tony Colarossi" <acolarossi@la-quinta.org> 1/31/2006 5:00 pm >>> Dave, I just got information back from the City Engineer regarding the road closures and they are as follows: 1. Message Boards are Required (You know this from the Precon today, but in addition not the following will show up on your special conditions for the permit: 1 r "The permittee is required to provide an informative message board (approved by the City Engineer) informing 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." 2. Allow for emergency & Local Traffic - During work day. 3. Specify the exact work dates. The engineer needs to notify City Manager. 4. Provide 48 hour notice to adjacent land owners before work starts. This was all the comments that the city engineer had so far. What do you think about item 2 above? Let me know. Also I wanted to point out to you that item 4 is very complicated. I need to know how you will handle this? Thanks, Tony -----Original Message ----- From: David Rawdon [mailto:drawdon@wpmsite.com] Sent: Tuesday, January 31, 2006 1:11 PM To: Tony Colarossi Cc: Pete Robinson Subject: Re: Pre Con Meeting I'll await the response. Let me know if there is anything I can do prior to that future contact. Thanks! -----Original Message ----- From: "Tony Colarossi" <acolarossi@la-quinta.org> Date: Tue, 31 Jan 2006 12:59:01 To:"David Rawdon" <drawdon@wpmsite.com> Subject: RE: Pre Con Meeting David, The city engineer has requested the letter for road closure. At this time I am going to submit the past letter dated January 6, 2006 along with this letter I will submit the new traffic plans (1/31/06) along with the plans. I will or the city engineer let you know about any further information. Thanks, Tony -----Original Message ----- From: David Rawdon [mailto:drawdon@wpmsite.com] Sent: Tuesday, January 31, 2006 11:37 AM To: Tony Colarossi Cc: Peter Robinson Subject: Pre Con Meeting Tony: Outlined below is a recap of our Pre Construction Meeting for the off site sewer and waterwhich was held at the WPM site office. The meeting began at approximately 0905 PST. Attendees: City of La- Quinta: Tony Colarossi, Engineering, Building and Planning and Howard, Inspection Department Dateland Construction: John Perez, Estimator/Project Manager, and Dennis Chuck, Underground Supervisor WPM Construction: Dave Rawdon, Project Manager, Mediterra Apartments Duration: 2 42 minutes I understand the following and resulting from our meeting: We, WPM Construction, have verbal approval to begin installing informational signs which. will advise travelers of the work that is imminent on Adams Street, Darby Road, and Washington Street. Suggested locations are: Adams Street, south of Fred Waring on the north bound side. On the north side of'Fred Waring, west bound and approaching Adams Street. On the west side of south bound Washington Street north of Darby. Tony is submitting traffic flow information to City Engineering submitted by Dateland Construction and created by "Tops and Barricades", along with traffic request letter from Pete Robinson; for consideration and/or approval by the City. Dave is scheduled to contact Tony today after lunch for an indication of the City's ruling on the street closure issues. I understand also that in the event of the City requiring full disclosure and reasoning for the request to close Adams Street and Darby Road, temporarily, a meeting will be called immediately to discuss the road closure issue with WPM and Dateland to attend. Thank you for meeting this morning and discussing the order of precedence, and procedures regarding the off site sewer and water for Mediterra Apartments. I will be contacting you this afternoon for results on your conversations with Engineering. Dave Rawdon, Project Manager WPM Construction- CA Cell: 760-766-5241 WPM Construction,LLC 1000 E. 80th Place Suite 555 N. Merrillville, IN 46410 Phone: 219-680-5000. Fax: 219-641-7192 Scanned for all known viruses by Think Tank NTG http://www.thinktankntg..com 1-800-501-DATA B1ackBerry service provided by Nextel Scanned for all known viruses by Think Tank NTG http://www.thinktankntg.com 1-800-501-DATA 3 Dave Rawdon, Project Manager WPM Construction- CA Cell: 760-766-5241 WPM Construction,LLC 1000 E. 80th Place Suite 555 N. Merrillville, IN 46410 Phone: 219-680-5000 Fax: 219-641-7192 4 V�%Pl�l CONSTRUCTION —CA,, L.P. Tuesday, January 24, 2006 City of La- Quinta 78-495 Calle Tampico La-'Quinta, CA 92247-1504 ATTN: Building and Planning RE: Mediterra Apartments, La Quinta, CA P.M. 27131 From: Dave Rawdon, Project Manager WPM Const. - CA Attached are the following documents for submittal regarding the above referenced project. • Encroachment Permit Application for off- site construction as stated • Updated insurance information for Dateland Construction Co. We trust that all information submitted will be in compliance with City of Palm Desert standards and procedures.' If you should have any questions or comments, please do not hesitate to contact me immediately. Yours Truly, Dave Rawdon, Project Manager WPM Construction- CA, L.P. 760-766-5241 1000. E. 80th Place; Suite 555 N. - Menillville, W 46410 219.680.5000 - Fax 219.641.7192 www.wpmsite.com License No. 825987 P vcta, a, Qumrlkv TWT 4 4tP PUBLIC WORKS/ENGINEERING DEPARTMENT OF 9 INTEROFFICE MEMORANDUM TO: Timothy R. Jonasson, Public Works Director/City Engineer FROM: P- Anthony Colarossi, Assistant Engineer I SUBJECT: Request for Road Closure. on Darby Road and temporary closure on Adams if absolutely necessary. - DATE: January 31, 2006 Tim, Attached to this memo, please find the following: a. Letter from WPM requesting road closure. b. Traffic Control Plans per Phase c. CVWD Sewer Plan They have applied for a permit (Permit No. 4593), conducted a preconstruction meeting on 1/31/06, and at the precon the inspection staff requested that they place message boards at Adams, Fred Waring, and Washington Street. Please approve the request for road closures or provide further direction. If youhave any questions, please contact me at extension 7089. Thank You. -J>A3-�S — uD INF4f `f�. PILp'� 1 L�.r � �v� tit bTl � � ����- Z-•�r�� mediterra darby c s-t9'c City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4593 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 (%") 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 ''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. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final 'paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. .The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® RI 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. 4 PERMIT NO.4593 Mediterra Apts (Darby & Adams Sewer Line)/Offsite Sewer /Parcel No. 27131 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. Dateland Construction and/or WPM Construction, LP., 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. The permittee shall notify adjacent land owners 48 hours prior to the start of work. 6. Emergency vehicles and local traffic must be allowed passage during the work day. 7. The permittee is required to provide an informative message board (approved by the City Engineer) informing 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. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile+of human occupancy shall be performed only during the following time periods: October. 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the 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 1 of 6 PERMIT NO.4593 Mediterra Apts (Darby & Adams Sewer Line)/Offsite Sewer /Parcel No. 27131 10. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 11. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 12. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee. shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 14. 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. 15. 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. Special Conditions Page 2 of 6 PERMIT NO.4593 Mediterra Apts (Darby & Adams Sewer Line)/Offsite Sewer /Parcel No. 27131 16. 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. 17. 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 Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test locations. 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. 18. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. , 19. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other .City, or County right of way. 20. 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. 21. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 22. 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. 23. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 and maintained with a moisture content at or above minus 2% of optimum moisture. c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph Special Conditions Page 3 of 6 PERMIT NO.4593 Mediterra Apts (Darby & Adams Sewer Line)/Offsite Sewer /Parcel No. 27131 24. 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. 25. 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 Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 26. 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. 27. 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 to 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. Special Conditions Page 4 of 6 PERMIT NO.4593 Mediterra Apts (Darby & Adams Sewer Line)/Offsite Sewer /Parcel No. 27131 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. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. 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 5 of 6 PERMIT NO.4593 Mediterra Apts (Darby & Adams Sewer Line)/Offsite Sewer /Parcel No. 27131 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 %" 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. 32. 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. 33. 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. 34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 35. 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. 36. 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 / N b°bab 0 U D a W E OD 0D S 0 3 40404 NO SCALE 0 d 03 0 0 00 D 0 0 a D 1 0 0 MOUNTAIN a 0 9 0 a 0 0 o VIEW Y 0 1 0 0 0 n•1 r 0 0 �It 40 D 0 0-- bL D�nd 0 0 0 0 0 � 0 0 01 TUSCAN CIR. a OD o. D. 0 a % D 0 0 U 0 0 DESERT 0 7 BREEZES ei O 0 b0 D a 0 0 0 0 0 4a404 a 0 0� a d �A oj ,P a 0 0 0 a OO�dO4'..s7C ver--.;V L\5Ck-� NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.)AND THE CALIFORNIA SUPPLEMENT. h 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 BY CITY OF LAQUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. Z 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Fes.- 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYR 12')' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. co 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Z 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEELTRAFFIC PLATES THE ROAD = SHALL BE CLEAR OF DEBRISAND RETURNED TO NORMAL. a 7. THE CONTRACTOR SHALL NOTIFY ALL THE AFFECTED RESIDENTS (BY HAND OR BY MAIL) OFTHE CLOSURE AND HOW TO GET TO AND FROM THE HOMES AT LEAST 48 HOURS IN ADVANCE. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF THE CLOSURE STATING "DARBY RDJADAMS STREET WILL BE CLOSED TO THRU TRAFFIC BETWEEN WASHINGTON & FRED WARING " DATE TO DATE XX AM TO XX PM. 1 AT DARBY 8 WASHINGTON AND 1 AT ADAMS & FRED WARING. _ DARBY RD. a a c-- a ------------ ---- - - - - - �y--------------- - C-U rwss C- I19 50 FT TRUM ' raoa .m CLOSM ROAD U-M O,�a.� �Yu�`` mm;mm CLOSED am WORK WORK AM- - AREA - NOTE: THERE ARE A LARGE NUMBER OF HOMES & BUSINESSES ON THIS SECTION OF DARBY RD. IT IS RECOMENDED TO CLOSE FROM DRIVEWAY TO DRIVEWAY EACH DAY. IF MORE THAN HALF OF ANY DRIVEWAY IS TO BE CLOSED, THEN THE CONTRACTOR SHALL CONTACT THAT RESIDENT OR BUSINESS „AND MAKE ARRANGEMENTS FOR THEIR ACCESS. THIS CLOSURE ,�., SHALL MOVE FURTHER ALONG DARBY TO THE WEST AS THE WORK PROGRESSES TO SHEET 6. l9 9 Y � � G rlOOOO D WARING DR. 0 D q 0 0 u 0 Ir 0 0 W811; 0 0 0 0 it 0 0 k 0 0 0 0 0 a► k! �0 - a- 0000 W a 0 oC W U Z W 9 49 CD �pQ�pp y�,p000OGp O�00007 C7Gd _ T �oaoogo��c�c�4odoggo dapaoo �c Appmaed By D& Speed umn xx PMW Name Install Sewer Line for Whiteco PftmDatela ,I Const. Tops N Barricades, Inc.� PhM ftpmed By Beeed m SWnM (800)852-TOPS Ron Fifield M.U.T.C.D. TA-20 shed Wrff" DO 5 1/18/06 To Be Issued on Approval a N H 5 ml W fC1OilD� C X- = ECURITY GATE IC- � v is J � � IF 3A Raw awm N nuu �m uwic G7A nuu,ecne SECURITY GA E i* OOp pOOpC dpOgOQOpOQ 1 CJ� cr r �vd C~Jd o G Tw- ®500 � r. 0 0 A G 0 0 11 0 ,4 oQ H' y co a ok�"�0 0 0 0 0 Q C-1 DETDUR�. N in °} WE } .� S ,� } NO SCALE i .a J t MOUNTAIN VIEW ' r A . 1 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C. D.) AND THE CALIFORNIASUPPLEMENT. 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 BY CITY OF LA QUINTAAND/OR COUNTY OF RIVERSIDE 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 10 (TYR 12')' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A 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 DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEEL TRAFFIC PLATES THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.. 7. THE TRAFFIC SIGNAL AT FRED WARING & ADAMS WILL NEED TO BE PLACED ON RED FLASH AND THE FLAGGER WILL HAVE TO CONTROLTHE WHOLE INTERSECTION. A POLICE OFFICER INSTEAD OF A FLAGGER IS SUGGESTED AND AN ADDITIONAL FLAGGER OR OFFICER WOULD BE BETTER. 8. FLAGGERS SHALL WEAR AN ORANGE OR LIME GARMENT (VEST, SHIRT) AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE. FLAGGERS SHALL BE ABLE TO SEE EACH OTHE-RORMVE 2-WAY RADIO' - COMMUNICATION. THE FLAGGER AHEAD & PREPARE TO STOP SIGNS SHALL BE REMOVED WHEN NO FLAGGERS ARE PRESENT. IcC E 1 DARBY RD. cuRITY Gan ------------------------:�,------ ---- -- ------ - --- ----; ---� -- f S ) C-23 TUSCAN CIR. Wa I ` 1 Ram TO REDUCE TRAFFIC THAT USES w1tORK° �; ; DARBY RD. AS A BYPASS ROAD. \ ' DESERT BREEZES —.� } '► SE URITY GATE , f 1 C-90 J Q w, _ _ Q n•, — w, W 1 (RT) TO �4 WAI �' � � -C�•�P ��� c��O���C90 �{:�v"��7�OG ao -EGG ��qO-a��� -- Y V a / a rrgs a �_.=��..9='a.:Js� j rC. "-� Jr�"sG'�Z�_. F."'''�']O�.r r-s-+-•ter-�. �`` � OPTION #2 IF THE CLOSURE OF ADAMS ST. IS NOT PERMITTED. App-adBy D9B SpodUM roc Paled Name Install Sewer Line for Whiteco Pmm Date and Const. Tops N Barricades, Inc. Ph" BY (800)852-TOPS Ron Fifield CALTRANS T 13 PwafflNwftf 1A 1/27/08 To Be Issued on Approval a h 270 S I�IOR � 330 FT 500 fkq �' .=ate �cau"tea m KEEP =� j L_.. W-1 / mo oC C-1 Z DETOUR, 10 SEE NOTES 7 8 8 N WE NO SCALE C-23 wxFwDROAD MIORR , 500 FT MOUNTAIN VIEW TUSCAN CIR. DESERT BREEZES FRED WARING DR. r-r—I1 r------- NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.)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 BY Ad 194 0 h CITY OF LAQUINTAANWOR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. q0 Qd 4 4. CONTRACTOR SHALL MAINTAINA MINIMUM 10(TYP. 12')'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM TBETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 6 a a 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. a Z 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEELTRAFFIC PLATES THE ROAD = SHALL BE CLEAR OF DEBRISAND RETURNED TO NORMAL. 0 a Q 7. THE CONTRACTOR SHALL NOTIFY ALL THE AFFECTED RESIDENTS (BY HAND OR BY MAIL) OF THE CLOSURE AND HOW TO GET TO AND FROM THE HOMES AT LEAST 48 HOURS IN ADVANCE. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF THE CLOSURE STATI NG °DARBY RDJADAMS STREET WILL BE CLOSED TO THRU TRAFFIC BETWEEN WASHINGTON & FRED WARING 4 Q DATE TO DATE XX AM TO XX PM. " 1 AT DARBY & WASHI NGTON AND 1 AT ADAMS & FRED WARING. a 0 0 d {0� cz 1 ' m, c� E a oG wWj a a a 0 RDAD cioaED WA a s 0 cLosED ,CWM , ,m 0 4a 4 a� ieIM Marc y .13, 0 0 IDARBY RD. ECURITY GATE a s WORK WORK a 1;3- « a a a aAREA -AREA---C=-------------- � -------------. .'------------. -------------L-------- ; O a o a o 0 Rom a0 `�T CLOSED � 0 `��404�®► � � �1vG�iv {J /v oc 0,e \ G✓„ S ; p�Q 0 0 0 , USA U � �i WA � ' � ww aoaM 00 a 0 "m WIC g 16" a a 0 500 FT '0 a a ' c-r3 au 1 a 0 ROAD r,3 WORK ' _ 0 0 �4a4 ,; 0 ao as SECURITY GA E �' z 0 0 a D LU R-1 a a 4°4a4 , W � Q'D� a pOC 0 o d RUD W Tsai "m�rsR V 1 J > 500 FT ar n Q d d4 4 1.---�1 Oob pr' OGPCS C7b0�• dCG OOOO �O a a fi G3 �a, + PC9, -_ - 4POF �C74 PP 4C4-70 C�'f�QbdbCdbOC7QQ pdGPdd=cam GbC7GCQ47 C4QOQOQ PObbC O Gd � c�dC�QppCCG4`7G7d O0Cd OC1 G o a ; Q �4a4a4 fl % 0 0 0 Oa�I I40 0 o t 0 0 0 4 0 a 0 00 001i 0 a E,i 00 � 04 r 0 0 ,k 0 DaW SpmduN4 xx PMJWN Install Sewer Line for Whiteco Rm Datela Const. Tops N Barricades, Inc. FBa,e Aepaw sy BmWonSWrftd (800)852-TOPS Ron Fifield M.U.T.C.D. TA-20 6 1/18/06 To Be Issued on Approval, 500 FT � 4 o� 4 0 v* C-23 0 - n 0 H na, 0 > 0 it 0 g 04 co 0 {r o 1 ' a n i E n NOTES: I. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.)AND THE CALIFORNIA SUPPLEMENT. N 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 BY 0 0 0 0 Z CITY OF LAQUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. w E G 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELI NEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. s 0 a NW a 4. CONTRACTOR SHALL MAINTAINA MINIMUM 10 (TYP. 12')'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 0 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. NO SCALE p a Z 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEELTRAFFIC PLATES THE ROAD = SHALL BE CLEAR OF DEBRISAND RETURNED TO NORMAL. I 0 0 h 7. THE TRAFFIC SIGNALAT FRED WARING &ADAMS WILL NEED TO BE PLACED ON RED FLASH AND THE FLAGGER WILL HAVE TO CONTROL THE WHOLE INTERSECTION. A POLICE OFFICER INSTEAD OF A 0 0 0 FLAGGER IS SUGGESTED AND AN ADDITIONAL FLAGGER OR OFFICER WOULD BE BETTER. 8. FLAGGERS SHALL WEAR AN ORANGE OR LIME GARMENT (VEST, SHIRT) AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE. FLAGGERS SHALL BE ABLE TO SEE EACH OTHER OR HAVE 2-WAY RADIO MOUNTAIN a 0 D a O COMMUNICATION. THE FLAGGER AHEAD& PREPARE TO STOP SIGNS SHALL BE REMOVED WHEN NO FLAGGERS ARE PRESENT. ` VIEW b �, oa oa FIG u o oa- G kilo �a 41, 0 0 ill DARBY RD. _ _ - ECURITY GATE ••--•------- �------------y-•----------•---tom ----- ------------------•e;7------� aa; TUSCAN CIR. a a 0 C_ TO REDUCE TRAFFIC THAT USESc-sA ; Am" DARBY RD. AS A BYPASS ROAD,<=R.\ � / v f� O VX\ bob o o ' DESERT a 0 0 � "A C-23 ? 0 O SE URITY BREEZES i �WORNKI�. 1• o a g fl 0 � J���IIg11 � 'o a 4 W I • 1�1 0 0 4 n a a RA CMEN-4s C-sA 1 V�O�tK �-„ o 4a a� 1 ' W 1 ��� wiE J IL0311 Ix 0 U <*> W 00 0� d c� 4' l �500 FT 500 FT o a= C= Ica =1111 I=oa 6aCbG �aa dq ,r-.q oo ppp pp, poo Qoao Oti7 C?OQ0006F�1d -_ -- - - _ — 000000c�o� avv �000000000 ooadvo dr�vd XSoGaa ooac�eaa OOvdddCi�dvCC7 CJ C7040G dAc7 �7 C7d�S �av 0000 000 oo aaov oac `JO 121 I:1411 a o a iDv o a a 0 0 f au'` 00, oa a0 0 0 �I 40i�ag 0(i0 n p n 4 OPTION #2 IF THE CLOSURE OF ADAMS ST. IS NOT PERMITTED. AM-adBy um Spmd Ufffit xa Pm]W Name Install Sewer Line for Whiteco Dateland Const. Tops N Barricades, Inc ftww BY Emd on (800)852-TOPS Ron Fifield CALTRANS T 13 2A 1/18/06 To Be Issued on Approval 0 ` 500 FT 500 FT �' p a g y23 8A fl 0 CO)IRMO ""feu !I Q C-SA 'mm1• y 0 a H Q 0 I a C-23 a 0 E '� 0 ROAD ;�W�ORII P NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.)ANDTHE CALIFORNIA SUPPLEMENT 0 b 0 f— 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY N �0 0 0 h CITY OF LA QUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. w E Ij 0 0 z 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL I NSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 0 U JW 4. CONTRACTOR SHALL MAINTAINA MINIMUM 10 (TYR 12')'TRAFFIC LANE WIDTH ATALLTIMES. THERE SHALL BEA MINIMUM 2'BETWEENTHE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. s 0a 0 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. NO SCALE 00 0 0 Z 6. THIS TRAFFIC CONTROLSHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OFTHE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEEL TRAFFIC PLATES THE ROAD D fM 0 0 = SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.. Q C* 7. THE TRAFFIC SIGNAL AT FRED WARING & ADAMS WILL NEED TO BE PLACED ON RED FLASH AND THE FLAGGER WILL HAVE TO CONTROLTHE WHOLE INTERSECTION. A POLICE OFFICER INSTEAD OF A ! FLAGGER IS SUGGESTED AND AN ADDITIONAL FLAGGER OR OFFICER WOULD BE BETTER. 8. FLAGGERS SHALL WEAR AN ORANGE OR LIME GARMENT (VEST, SHIRT) AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE. FLAGGERS SHALL BE ABLE TO SEE EACH OTHER OR HAVE 2-WAY RADIO MOUNTAIN COMMUNICATION. THE FLAGGER AHEAD & PREPARE TO STOP SIGNS SHALL BE REMOVED WHEN NO FLAGGERS ARE PRESENT. VIEW Cc v 0 D 0 0 W 0 SECURITY GATE C-23 bob°b e a44 DARBY RD. 0 0 J IlRK 0-----------j----------y------------------------------y------------- ------- 350 FT 350 FT 2 TUSCAN CIR. 0 0 Kant TO REDUCE TRAFFIC THAT USES C. C-9A s TM�""' � DARBY RD. AS A BYPASS ROAD. r C- 350 FT Imp 0 0 0 0 GE ,'R.<! <E OP y 0) 0 0 o g DESERT a 0 0 ORK CUM c-23 BREEZES 0 D SE URITY GATE a AR ✓ 0 0 0'p w 0 0 0 , D _ � � c-se . � , 0 0 ° 0 �J ✓ oC ° 3 ° D W !-.ar7DOPi /\ Z e a 0 0 0 0� R' a "�' c �' , !I 15o FT � o D o 0404 WIN � �, `'F d t5FT Q � z a , 0 0 a D 4 OC di > co �500FT a � 6 floP��� Boa a��Oocaa � �—�oos�,��Ga ��oa00000�oaococo � n p oo oo�C7ao�b - - =: 000s oaaaooa0000cacaba000c.aooaoaoo� ooaa000a�e c�Ga0000� cii � - FRED ° n 1% 0 0 „ 0 0 0 0 0 9 D 0 00 00 00 0° 0 D 0 0 0 0 0 404p4 D i't 0 � I OPTION #2 J IF THE CLOSURE OF ADAMS ST. IS NOT PERMITTED. Appm"d By Dam Speed UnR XX Pmw Name Install Sewer Line for Whiteco pfft Dateland Const. Tops N Barricades, Inc. p BmdonWwd ( 00)852-TOPS on Fifield CALTRANS T 1 R3 3A 1/27/06 To Be Issued on Approval N h N s 7QCa OQCC 4C � G 500 FT WORK H h v q e�pgq oCOo C= Co ooCT25=4 T°tlUTO REDUCE TRAFFIC THAT USES TPA"mDARBY RD. AS A BYPASS ROAD. C-23 w z�y 3 NO SCALE FRED WARING DR. 0 a 0 HIDDEN DARBY RD. 0 SHOPPING RIVER A FLAGGER AND FLAGGER AHEAD SIGNS C-20(RT) 9 CENTER WILL NEED TO BE ADDED WHEN THIS C-23 0 CONTRACTOR CROSSES THIS INTERSECTION C-20(RT) 0 ROAD 0 C-so Rj RGHT LANE WORK 0 WIZ 1 'O 0 0 a U Q b4IL b4Son FTD a ra tea} e .1110 YAMyR6eAgRaaEA= F - -- ��1�I�[ I�� gl�Il ; —ram T - =--- ----- � a � ^C©������"4���'iO4i���" � 06 ..:7000gOC7Qa-CC7dddd GO 7000.00000 C�G.J�.�+.. C?=C�p0060G COgC�7C 6GdC @@aOCt�008 o^,-]dd^.3O �iQ OOao�+000 o�00C7C�J C7QCC��7 .70 G4 o•�c�poC7 GiC`yG O@04i'�Q@G @qqG Cd@@7PCQ'P �QP O4 QOQ0^�L70C7GC70 C7 C?Q< 00000ga�❑ cdoc�00000c0000ao 000caoo�o'ooa@a@000c�oaooaooa�c5caoo oobCpC1��� dOOdgOdCop�t� v;,� c7 000004ogr,.ac7c OOOQQQa �.o oC�d OgOOCSC C70d^�C�O OflQ0 �0C?OOOOOQOO4'76000000Q7Q OaO O.00OQO00 400 dG�C�d 6QQQ OOC7C �G� OC7 pC�o COpgC R, 4 �, b 4� �, b 4 p 4 w, �4 r� WASHINGTON ST. (ED. IDESERT a DUDLEY DR. DELAWARE PL MOUNTAIN TUSCAN CIR. BREEZES D VIEW 0 D D AVE. OF THE STATES 0 0 � a D D D��DD NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA SUPPLEMENT. 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 BY CITY OF LAQUINTAAND/OR COUNTY OF RIVERSIDE 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 MAINTAINA MINIMUM 10 (TYP. 12')'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEEL TRAFFIC PLATES THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.. 1. THIS LANE CLOSURE CAN NOT BE SET BEFORE 9 AM AND SHALL BE REMOVED BY 3 PM UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE CITY OF LA QUINTA. 8. TWO LANES MUST BE MAINTAINED DURING DAYTIME UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE CITY OF LA QUINTA. 9. THE CONTRACTOR WILL CLOSE ONLY THE SECTION HE WILL BE WORIQNG IN EACH DAY FOLLOWING CALTRANS STD. T 11. 50 Install Water Line for Whiteco PIbm Corftc r Tm le CanN Conftft Dateland Const. Tops N Barricades, Inc. phm 00)852-TOPS Ron Fifield CALTRANS T 11 1 1/26/06 To Be Issued on Approva N WE NO SCALE C-23 ROAD WORK AHEAD 500 FT MOUNTAIN VIEW TUSCAN CIR. a1 DESERT BREEZES FRED WARING DR. z G G7��4t�7C -»G ooaocac�C/p 0 U 0 ON TES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.)AND THE CALIFORNIA SUPPLEMENT. h 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY z CITY OF LAQUINTAAND/OR COUNTY OF RIVERSIDE REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELI NEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 0 Q U fl 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYP. 12')'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. U 0 0 Z 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. _ 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED OF COVERED WITH STEELTRAFFIC PLATES THE ROAD a= SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL. 0 0 0 0 ' Q 7. THE CONTRACTOR SHALL NOTIFY ALL THE AFFECTED RESIDENTS (BY HAND OR BY MAIL) OFTHE CLOSURE AND HOW TO GET TO AND FROM THE HOMES AT LEAST 48 HOURS IN ADVANCE. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE OF THE CLOSURE STATING "DARBY RDJADAMS STREET WILL BE CLOSED TO THRU TRAFFIC BETWEEN WASHINGTON & FRED WARING 0 a Q .1 3: DATE TO DATE XX AM TO XX PM.' 1 AT DARBY & WASHINGTON AND 1 AT ADAMS & FRED WARING. 0 0 0 VIVO RK a, 6 Q V L i'b ?EA , G7 \ MAD G' ' 1 ROAD wA LU Q An ; o CLOSED `wy RDADa D � 1081 RK n ' IDARBY RD. �_ EcuRmr GATE 0 0 0 a 0 o D gi 0 0 11 li 0 d 0 gQ�� q 0 0 00 0 Q 0. 0a bib b 0 a 0 0 0 0 39 ('Q 0 �0 0 0 0 0a 0 0 I 'o' u 0 0 0 4� 04 n�q p 0 0 1811 0u o�a0 u { 00 0'i00 0 ! O4 r0i4 CLOSED Gs mn wre FTC 7 v� 500 FT C-20 FT ApwwmdBy D& Speed unn xx PmJed Name Install Water Line for Whiteco Prime Contractor Tmfio c°ntrd Conmw Dateland Const. Tops N Barricades, Inc. Kew Pmpamd By Based on Standard (800)852-TOPS Ron Fifield M.U.T.C.D. TA-20 2 1126/06 To Be Issued on Approval W J DC 0 W w z W I WA ROAD CIO V 7 TKRUTRAFFIC � u C-23 RDAOmClO3ED A. SECURITY GA E �� `"S z LU GSA a 1 ®�l 500 FT C2 it �, � �7co ��a Qr��oococ�.�000vova evd ooGoacas v�i � ...M 440 7dOC7 C70©C7G N= C:'===C7GOta .?O=C=CQOC7 C7 G===CX= OOCD C7CC 4GCS7 06 +40�C7 Ca�aO CGO4C7GQC�4� C� :r iJ 500 FT o H if C-23$HA 0 r'r'%' G� M81 WORK I MAN H an{ ca \� 0I� V 5 8 + co 0 �0 500 FT 0 i 0 p0 ii p� c-19 : A Q n Ih fi W�%'!P--!-.-m CONSTRUCTION CA} L.P. March 10, 2006 City of La- Quinta 78495 Calle Tempico La- Quinta, CA 92247 ATTN:. Public Works/Engineering, Mr., Dan Escalona, Mr. Chris Bill, Mr. Leonard St. Sauver RE: Mediterra Apartment Homes, PM 27131, Off Site Sewer STATUS: URGENT Pursuant to your request and in addition to recent email communication, we are formally requesting the temporary'closing of Adams Street, north of Fred Waring Avenue up to the south side of the Starlight Dunes community entrance. We now deem it necessary to make this urgent request to you based upon the following criteria and our previously submitted alternate traffic plan: 1. We (our sewer contractor) cannot maintain a 10 foot wide lane of motor travel through the construction zone. 2. As we are excavating, the soil is not allowing a narrow trench. The soil and road base material continually erode into the excavated hole causing pavement. breaks, and could be the cause of injury or death to a traveling motorist or a worker. 3. The overall.safety of the residents of the communities adjacent to the work site who may travel on Adams Street and the workers at grade level are in imminent danger due to the confined installation area of the sewer. 4. The time flame of closure requested is from 0700 to 01700, daily, Monday thru Friday for approximately one week beginning March 13, *2006. Furthermore, on March 9, 2006 at approximately 01300 PST, a civilian motor vehicle encountered damage when involved in a collision with a track excavator while the driver attempted to maneuver past the excavated sewer trench. Thankfully, no bodily injury to_ the driver was sustained that we are aware of. However, the distinct possibility exists for further and future loss if traffic is allowed to continue through the construction zone as our average depth of excavation now approaches 15.00 feet below street grade, and will continue to deepen as we progress north. 1000 E. 80th Place; Suite 555-N. - Me=Mvilie, IN 46410 . 219.690.5006 Fax 219.641.7192 www.wpmsim.com Li == No. 825997 To that end, we ask for your immediate attention and consideration in this matter. Granted this request, we hope to move swiftly through the area of concern to a point whereas we can re -open one lane of motor traffic during construction hours to avoid any further inconvenience to business owners and residents. Thank you for your timely attention and consideration. W regards, Dave Rawdon, Project Manager, WPM Construction- CA Mediterra Apartment Project 43-100 Palm Royale La Quinta, CA 760-766-5241