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3685NOTE: • With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT. PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I II DATE: 5/24/0.2 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 57 795 AVENIDA HERRERA (Street address or Description of Location) PURPOSE OF CO STRUCTI N INSTALL AND MAINTAIN �' ONE Sketch (attach construction plans if appropriate) ,s>A'i1:12 SITYi�} 03 LIB DESCRIPTION OF CONSTRUCTION SEE ATTAMED CONDITIO14S DIMENSION OF INSTALLATION OR REMOVAL ` SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETIONNINETV DAYS ESTIMATED, CONSTRUCTION COST $ 1100.00 <' (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend• and save• the City, its authorized agents, officers, representatives and employees, harmless from and against any and all j 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. ! ,y '"'Signature of Applicant or Agent i .COACHELL& VALLEY WATER DISTRICT ;PO BOX 1058 COACHELLA CA 92236 760 398 2651 Name of Applicant (please print) Business Address Telephone No. name sill above Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 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 0`fl0 Inspection Fee $ II Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. 0.00 $ 0.00 Received by Date Recorded by k PERMIT 'VALIDATION . PERMIT NO. DATE APPROVED 05/24/02 EXPIRATION DATE 11/31/02 DATE ISSUEDBy 3�«l� �Z' y �nistrative Authority Telephone: (760) 777-7075 . SPECIAL CONDITIONS --PERMIT NO. 3685 --- COACHELLA VALLEY WATER DISTRICT --- In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), .1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. All areas shall be kept watered down daily including weekends. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. 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 1st 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. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside. Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. 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. 7. 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, if required, 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. Special Conditions - Permit No. 3685 Page t of 4 SPECIAL CONDITIONS --PERMIT NO. 3685 --- COACBELLA VALLEY WATER DISTRICT --- 8. 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 one travel lane of paved surface shall be maintained with flagmen at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. 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 an 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 - Permit No. 3685 Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3685 --- COACHELLA VALLEY WATER DISTRICT --- F. 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. G. 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. H. 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. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 12. All excavations within City of La Quinta 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. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be F 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 - Permit No.' 3685 Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3685 --- COACHELLA VALLEY WATER DISTRICT --- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for capping.. Asphalt concrete mix design shall be approved by the City prior to its placement. D. . Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench sawcut 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: two (2) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw - cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. Pursuant to Chapter 12.56 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. 18. This permit allows for CVWD to install a one inch (1 ")'domestic water service line at 52-795 Avenida Herrera. 19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions - Pemvt No. 3685 Page 4 of 4 With prober W16clation thu foim �YtesS an entsoac'hMeit Deigns I. CITY OF LA GUINTA '-6 APPUCATION FOR MEW PU9UC WORKS CONsrRUCT[ON (ENCROACZ:IM ENT) or Of the construction of public or prints . vewjwm and other like public works improvemEm in connection 9 tM ser s to"tw atsins moons with MINOR IMPROMENITS and APPROVED SUBDIVISIONS OATS• (�� 0 z Stehditrititisfa�tossnrtatt Pesmtt—Clats.11l �� LOCATION OF CONSTRUCTION % f�itot Iamrovmnmt Permit Clas N 'street aaor•sa ar OavtAtwn of LoeaaotyACi'� ••' PURPOSE OF CONSTRUCTION / MZTALL fiN� A'14//VTA/Ill A..• N t N •.InnME T711 9ketdt littuh eonttruaion plans it approtuistel DESCRIPTION r'��'M OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL RECg-. �® SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORWIL K MAY 1 s �00z L BEGIN PUBLIC � OR)XS APPROXIMATE TIME OF COMPLETION /N Y 1901 DAY ESTIMATED CONSTRUCTION 0.00 S ' -114,�.,:-�. •'..� . .. (Including removal of all COSTSobstruction lnstertals. and debris badtfplirq• ' Vachon and placing permanent resurfacing and/or re - In consideration of the granting��g intprowmenttl of this permit, the applicant , ; • few•rrtntly. dal•iid cos � agrees tm ::,:• taw ins Gty. its attehm"ed ft•nsnisy. lwodni•s a. itw rMating from • olliesr� rasstsittet awe OW40w# L harowu born and spina my am ii. haoo•niri0 'o► occurring " a praatntat• fault of � �s action awn � an of wiv •espsp. Na a aatn•ge to oosons w pawns Notit the w rrora wooertapw ttridar ess oartrtN pwwao oYrttiaiti to ton apotiwion. v i►pmnntratn• Authority ae faan twsntt 40 w 1241 haws in advaites at me two sstaw oars Will be started. COfnaty twth all soalk&W@ Gty Ordinatteh the t 6a Quints ano to pay far ana and coitditioits o! tfis pant" aM ar MY adWtwny r • 4909o0fs nilaa and rapilnioi" of the C.tv of eptsanisnt , as tfts nwMt o1 COACIMJA VALLEY WATT DISTRICT. tugs 11130=12 or Agent Nsme of Applicant (please P• 0• B" 1058 , CA. 92236 39E-2651 futnel • . Biases Addrttss ---..- �• wntractor and Job Foreman Contractor's Licesss No. Aonioranv,..— ---- —. �...c tympany Ik FP2--GVcJ� Telephone No. Business Andres Tslt phone No. CkV Business License No. Paitcv Nunn w M 31V3S : , r V1NVS 9 l'S l' L CID V .'ON S11Nf1 V I 113WaVJ rf? • � ... �.=��i.I .`? _ {- ?' � �� jam, .4 � ) I, ` x - � f{1t . ^ r,Y, .� ""•'-.r''r��• _ .tA, e.ti ` .r,ZT -77 -�� - 3 +"'1''�'''r` �w.;,g. 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", + �' _ cos as " oof'as '. coo -as . _ vs tat .on oef-2L ocf -ft eo eac - C!c-i Y Ts : r-. -,� u►,: -Cec-3tY Q• p ats Y � q '��• o 'I6_ w oftr-fr * oCi-7C ILC-ZC ses „a a" ect , fof 1!C ` as ' st• ,p F soFas q oft fjE ra ' 9Ct M 0!! = ow-n 09 -= CCG-ii I r s 06i ii3 Ktso _ i� It -as on >" p..,qfL q -C►C-2G� eec-ft: Q �� �, scs N? i} a c+ Q Q(J Ea=s os c Q > af-ts • .: efs-as wc-s .. r♦ csc-M Y IS csc �• : . r Co. 3TM cswtD, v fill --.�:,:;.:,•r - .. ." -. - .. " .. - - - -.-mac: - -.� �-_-.e - - � � � � � - !: -� ! C:L.�. `SIGNATURE: V 12 <1` PRINT NAME: --�� y.,,� ••2 DATE OF PICK UP: JESSE JIMENEZ, COUNTER TECHNICIAN TELEPHONE: 760 777 7075 • . FAX: 760 777 7155 CITY PLAN CHECK.COMMENTS: 02/08/2005 RECEIVED PLAN CHECK ITEM FROM PROJECT ENIGNEER SENT TO PAUL FOR HIS REVIEW (JGJ) 3/11/2005 - Following direction from Planning, Paul reviewed and annotated redlines for subject plan set. All further review will be .performed at City & with City traffic engineer, not B&H - submit corrections back to City. No further B&H review is necessary. City will not review improvements on Calle Conchita per City engineer direction. City will review storm water/hydrology and the short connection within the public R-O-W to Madison. Three key*items are required to proceed with review: 1. Provide grading (as applicable), storm water hydrology and storm water retention areas for City review. Project road and tributory areas as present will not be allowed to drain to Madison Street. Additional plan check fees will apply. 2. Provide vacation documents of Public ROW and easement documents for TD Desert property abutting Madison for City review and check. Provide utility approval of said vacations. Additional plan check fees will apply. 3. Provide full street improvement, signing/striping plans for City ROW at Madison. As an example, the existing plans do not show stop sign, stop bar at the Madison intersection. Ensure that the shown median is out of the City ROW. Additional plan check fees may apply. Please submit plans back to City with appointment when items are fulfilled (including utility approval of vacation areas).. Redlines given to Jesse to transmit back to CVE. 03/14/2005 NOTIFIED ENGINEER OF RECORD TO PICKUP PLANS VIA FAX. JAMES ROWE 03/14/2005 MON 15:43 FAX 760 777 7155 City of La Quinta Pub.Wk Q 001 • �k�ksksk�E�S�A��k�E��kg�k�k�k�k�k�k�k� ' TX REPORT sxsx TRANSMISSION OK JOB NO. 2504 DESTINATION ADDRESS 93604204 PSWD/SUBADDRESS DESTINATION ID ST. TIME 03/14 15:41 USAGE T 00'41 PG$. 2 RESULT OK CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT TRANSMITTAL• SKEET To: CO.A.CHELLA VALLEY ENGINEERS ATTENTION: M& ]KEITH CHRISTIAN'SEN Fax: 760-360-420 a. Phone:' 760-010(� 4 Item: _ SqE PCN: Zc..003114 APPLICANT TELEPHONE APPLICANT FAX PROJ ENG TELEPHONE PROJ ENGINEER FAX 1760.34,QwYam_ 2d 1 PLAN CHECKER COMM DEVELOPMENT DEVELOPER/ENG TO FROM 2/9/2005 3/14/ 0005 2 ❑ DEVELOPER/ENG PLAN CHECKER COMM DEVELOPMENT BUILDING/SAFETY CITY ENGINEER TO FROM 3/14/2005 3 ElBUILDING/SAFETY DEVELOPER/ENG PLAN CHECKER COMM DEVELOPMENT CITY ENGINEER TO FROM DEVELOPER/ENG PLAN CHECKER COMM DEVELOPMENT BUILDING/SAFETY CITY ENGINEER To FROM 5 El DEVELOPER/ENG PLAN CHECKER COMM DEVELOPMENT BUILDING/SAFETY CITY ENGINEER TO FROM BH ACCOUNT#: 16179.53 SEARCH CURRENT PLAN CHECK ITEMS: CLICK -THE BUTTONS BELOW : CURRENT,, u PLAN CHECK NUMBER CURRENT PROJECT NAME CURRENT TRACT NUMBER Monday, March 14, 2005 ORIGINAL SUBMITTAL DIN DEVELOPMENT TYPE RTSN PLAN CHECK ITEM PROJECT NAME CITY ENGINEER PLAN CHECK BOX PROJECT ENG FIRM NAME PROJECT ENGINEER PROJ ENG EMAIL ADDRESS NO OF SHEETS PLAN CHECK FEE AMOUNT 3686 ITRACT � 7604 ISTREET IMPROVEMENT (CALLE CONCHITA) LA QUINTA POLO PARTNERS 1.4ESSE JIMENEZ III B4 COACHELLA VALLEY ENGINEERS KEITH CHRISTIANSEN ------- -_._.._._._..---- — - — - 2 $1,500.00 MYLAR TO PLAN CHECKER MYLAR FROM PLAN CHECKER MYLAR TO CITY ENGINEER I WW _.j PROJECT APPROVED 6 ❑ MYLAR APPROVED MYLAR FROM DEVELOPER/EN SCANNED PLAN SET NUMBER: YES ❑ INTERNAL PLAN CHECK ❑ CURRENT � ❑ NAI ❑ BH EXTERNAL PLAN CHECK I W INACTIVE ❑ ❑ RASA ❑ OTHER NOTES 07/28/2003 PLAN WAS SUBMITTED FOR PLAN CHECK SERVICES. SINCE THAT DATE NO OTHER ACTIVITY HAS OCCURRED. 11/03/2003 COMM DEV HAD PLAN CHECK COMMENTS FOR THIS PROJECT AND THEY WERE TRANSMITTED TO PROJECT ENGINEER. / NOTES TO PRINT ON REPORT: INVOICE STATUS 65% DATE SENT AMOUNT PAID BALANCE INVOICE P/-26/2 2L3j $525.00� 41520� INVOICE STATUS 85 % DATE SENT AMOUNT PAID BALANCE INVOICE ❑ $0.00 j $525.00 0 f INVOICE STATUS 100 DATE SENT AMOUNT PAID BALANCE INVOICE _ ❑ � $0.00 � $525.00 �_ j �, - ► MAIN MENU t i PLAN CHECK NUMBER 03114 J 0 Paul Goble Subject: Start Date: Due Date: Status: Percent Complete: Total Work: Actual Work: Owner: Requested By: PCN 03114 Calle Com Monday, July 28, 2003 Friday, March 11, 2005 Waiting on someone else 0% 0 hours 0 hours Paul Goble Jesse Jimenez 3686 STREET IMPROVEMENT(ONSITE) . 07/28/2003 PLAN WAS SUBMITTED FOR PLAN CHECK SERVICES. SINCE THAT DATE NO OTHER ACTIVITY HAS OCCURRED. 11/03/2003 COMM DEV HAD PLAN CHECK COMMENTS FOR THIS PROJECT AND THEY WERE TRANSMITTED TO PROJECT ENGINEER. 02/08/2005 RECEIVED PLAN CHECK ITEM FROM PROJECT ENIGNEER SENT TO PAUL FOR HIS REVIEW (JGJ) 3)11/2005 - Following direction from Planning, Paul reviewed and annotated redlines for subject plan set. All further review will be performed at City & with City traffic engineer, not B&H _ submit corrections back to City. No further B&H review is necessary. City will not review improvements on Calle Conchita per City engineer direction. City will review storm water/hydrology and the short connection within the public R-O-W to Madison. Three key items.are required to proceed with review: 1. Provide grading (as applicable), storm water hydrology and storm water retention areas for City review. Project road and tributory areas as present will not be allowed to drain to Madison Street. Additional plan check fees will apply. 2. Provide vacation documents of Public ROW and easement documents for TD Desert property abutting Madison for City review and check. Provide utility approval of said vacations. Additional plan check fees will apply. 3. Provide full street improvement, signing/striping plans for City ROW at Madison. As an example, the existing plans do not show stop sigh, stop bar at the Madison intersection. Ensure that the shown. median is out of the City ROW. Additional plan check fees may apply. Please submit plans back to City with appointment when items are fulfilled (including utility approval of vacation areas).. Redlines given to Jesse to transmit back to CVE. O Coachella ValleyEneers �i TO: City of La Quinta Tony Colarossi PO Box 1504 La Quinta, CA.92253-1504 760-777-7089 760-777-7155 ENCLOSED ARE THE FOLLOWING ITEMS SENT VIA: c. THESE ARE TRANSMITTED as checked below: 0 For Approval FX—] For Review and Comment For Your Use 0 As Requested For Signature 0 For Your Files Returned # Check Prints 0 Other: rE7� `o� 7�cNs�r�77�r Date: Job No. February 4, 2005 03129 RE: Calle Conchita Street Improvement La Quinta, CA QUANTITY DESCRIPTION 1 Plan Check Redlines of Street Improvement Plans 2 Revised Street Improvement Plans for 2" Plan Check REMARKS: If you should have any questions,' please don't hesitate to contact me at your earliest convenience. Thank you in advance. cc: File, No. of Pages: 7 W/Cover Accepted by: Signed: — Anthony Ramirez Project Coordinator t � _ 11 77-899 WOLF ROAD, SUITE 102 PALM DESERT, CA 92211 , TELEPHONE (760) 360-4200 FAx (760) 360-4204 ,