Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
8028
See below for Finance Revenue Codes ENCROACHMENT PERMIT s. Ftir0F two PUBLIC WORKS CONSTRUCTION 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 III Minor Improvement Permit - Class IV DATE: 3/25/2008 LOCATION OF CONSTRUCTION`. Dune Palms Neighborhood; PM 33588, Par 4; SDP 2006-857; Dune Palms Rd and Avenue 48 PURPOSE OF CONSTRUCTION: On -Site Water Improvements and Off -Site Water Improvements on Dune Palms Rd DESCRIPTION OF CONSTRUCTION: (2) Water Tie-ins. See CVWD Plans. DIMENSION OF INSTALLATION OR REMOVAL: See CVWD Plans APPROXIMATE TIME WHEN WORK WILL BEGIN: ' 3/26/2008 TIME OF COMPLETION: 3/28/2008 ESTIMATED CONSTRUCTION COST: $10,032 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) , COMMENTS Off -Site Water Improvements on Avenue 48 is under Permit 8027 . 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 9 airislgt' and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or, damage to persons < property happening or occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City iof La Quinta and to pay for any additional replacement necessary as the result of this work. Si ture of Applicant or Agent Brian Peulicke - Coachella Valley Housing Coalition 45701 Monroe Street, Indio, CA 92240 (760) 347-3157 Name of Applicant Business Address Telephone No Tri-Star 15501 Little Morongo, Desert Hot Springs, CA 92201 (760) 251-5454 Name of Contractor and Job Foreman ne dress Telephone No. 475515 " a Contractor's License Number p,'/at1 Navigator Insurance Company e'ry'1 Applicant's Insurance Company FEES Subdivision Improvement Permit - Class II EpFpNT�j Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 $301.00 Permit Fee E_1 $100.00 As -Built Deposit EE=A $0.00 Cash Deposit -Surety Bond; E_B 0.00 if required TOTAL $401.00 762 City Business License No t- CE06CGL005501-01 Policy Number Public Improvements: 3% of estimated construction costs Private'lmprovements: 3% of estimated construction costs PERMIT NUMBER: 80l28 DATE APPROVED: N%Q'r A,li//per LDDB EXPIRATION DDAfTEE� �Zap 7 BY: Administrative 4209rity Mar 21 08 03:26p 5 Date: 3) 2-1 108 p.2 Ce 2 ?80 n 8 PUBLIC WORKS DEPARTMENT pfientSerl'ices APPLICATION FOR PERMIT 50P Za0b-5-" Tract No: -Ft-A 33S� a+t: [Vroject Name: 1S0, F f- t>w.rz PAS r1G1-15V".L-t0e0) Vicinity: +`lug C oQ;s- �,F �.,►a- ���v �s �•1t= 4� Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) OW'!�4le YA 0,7-5i �r•�-lz'ti Sc��i i c � 'T1 c — 1 �1 . ' . .Description of Construction (Ex: See Plan Set No. 01234) --I E C\1 is Dimension of Installation or Removal: Paic 4T P.i' 90-. mac . 13 T A� cam} Approximate Construction Start Date7-S16% Approximate Construction Completion Date: 3(7-f-I cA Estimated Construction Cost: $ 1? . WD t l3 6 (,p Estimated Construction Cost shall include the removal of alllobstructions, materials, and debris, back -filling, compaction and placing'pcnnaacnt resurfacing and or replacing improvements .Contact Name: �t._i Ly-e- Phonc Numbcr: Name of Applicant/Owner. 00.3 1,.,5 Con.cA , v_\ Applicant Address: 5-70 t. I tJn r e C,— q zzp i Applicant Telephone Number. -1cl=6 - 34F-1 - 3►S -7 Name of Contractor: 1 tz t -- S—% r�L- Contractor Address: i SS"b i 4 rrte M t2z.—c, a , � mac$ 4zzcFb Contractor Telephone Number: -7 bo zs i - 54st-4 Contractor State License Number: Contractor City Business License Number: - 4 z 10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BF, PROVIDED Applicant or Contractor General Liability Insurance Com any: ©'_� F` LX - IV a✓z -r1.-af0✓ S��aHce . Con%t,PQ-►�f Applicant or Contractor General _. p�3 FIDE Office Use Only: Inspection Fee: 4 a Perrtrit Fee: (q0 As -Built O Deposit: . Dust Control O Deposit: Credit O Arnount: - - 'r'AT � I fnr� n♦ lfn. � � J�' france Policy Number: �C&-1-60 r5-0I-01 Office Usc Only: - Assign cd Permit Numb: b Z� Approval Date: Expiration Date - Issue Date: . - -Administrative Authority Y ("roves ce 760 'iT �x PubslicWate��ln�rovemert�Plas�`��`����:��;: Job No. 1786 City of La Q Uinta DES_CR/PTION & . t „ 1QUA:N� slT,Y SUN_ IT{ UN_�T�COS�T: TOIT-0 - ST-1 Construct 12" DI Water Main Polyethylene Encased. 4;174 LF - $35.00 $146,090.00 Construct 8" DI Water Main Polyethylene Encased -557 LF $27.00 $15,039.00 Install 12" DI Cross , 1 4 EA $750.00 '$750.00 Install 12" DI Tee 6 EA . $750.00 $4,500.00 Install 12" DI GV 26 EA $1,700.00 $44,200.00 Install 18" DI GV 2 EA $2,500.00 $5,000.00 Install 18"x12" DI Tee 4 EA ,. $950.00 $3,800.00 Install 12"x8" DI Reducer 1 EA $750.00 $750'.00 Install 8"x6" DI Reducer 1 EA .' 1$500.00 $500.00 Construct 6" FH Assy. - 18 ' EA $3,500.00 $63,000.00 Construct 1" Ser. 3/4" Meter -.and RP —62 EA _• $650.00 $40,300.00 Install 4" Detector Check Assy. c 1 EA $3,000.00 $3,000.00 Install 4" Above Ground. Check Detector Check Assy. 2 EA $3,000.00 .$6,000.00 Install 12"x11 1/40 DI Bend 13 EA $750.00 ' . . $9,750.00 Install-12"x22 1/2° DI Bend 15 EA $750.00 $11,250.00 Install 12"x450 DI Bend -11 EA $750.00 ' $8,250.00 Install 8"xl1 1/40 DI Bend - r 4 EA $500.00 $2,000.00 Install 8"x45` DI Bend.. 2 ' • EA $500.00 $1,000.00 Install 2" Air Vacuum Relief Valve 3 EA'.: • $800.00 $2,400.00 Install 6" Blind Flange 11 EA $.100.00 $100.00 Install 6" B.O. Assy 1 EA $2,000.00 $2,000.00 T�otalAof PutilicYzWate Plans f` $_3,fi9 §791; \The above cost estimate does not include raw land, legal fees, agency permits and fees, profesional engineering fees,, construction phasing, bonds, financing/carrying costs, . Q�OFESS/p4, construction staking, soils testing, accounting and construction QUO a DE < <F management. MSA Consulting,.lnc. makes no representation. ` ��. `' 4'0 �s� concerning the estimated quantities and cost figures other than w C43880 rn that all such'figures are estimates only and the Engineer:shall I'-.ExpC 6-30-09 not be responsible for fluctuations in_cost.factors or the actual - � cost at the time of construction. OF CAL \�pQ� . • 34200 BoB HOPE DRIVE ■.'RANCHO•MIRAGE 0 CALIFORNIA.■ 92.270 rew:m urumuMQArnXTQTrr-rTT.TnrwirI-nnr BEEN Job No. 1786 City of La Quints Water Tie -In at Dune Palms 2 EX-1TOMLUSIT UMSM $1,200.00 $2,400.00 EA Water Tie-in at Avenue 48 1 EA $1,200.00 $1,200.00 'W r P-1W ffil, 3�ffi -.t$,�3 S X ft, 0,'l The above cost estimate does not include raw land, legal fees, - agency permits and f.6es,.profesional engineering fees, construction phasing, bonds, financing/carrying costs, construction staking, soils testing, -accounting and construction N. DE.-L management. MSA Consulting, Inc. makes no representation CO 0 Q, concerning the estimated quantities and cost figures other than LU C43880 that all such figures are estimates only and.the Engineer shall cm Ex 6 not be responsible for fluctuations in cost factors or the actual cost at the time of construction. CP V qTF .0 0- ck\�, j of i '34200 BOB HOPE DRIVE m RANCHO MIRAGE 0 CALIFORNIA 0. 92270 760-17.0-90 1 ■ 760-1?.'A-7R9-'1 PAY M www M§A(.nw.-,Tiy\Timr.Thjr rnm _ z H DESERT SANDS SCHOOL DISTRICT a BUS BARN RWORK OAD NO SCALE DESERT SANDS SCHOOL DISTRICTAHEi��1'inftq AVE. 48 Rt-, F- OFFICES°-' 0 STORAGE EXIST[ ° R1-1. a2a2 DOIIaLESIDED ULTRALITE Rtt RL-t qW4-2'IjJ�I 11 END - w.i R°nEilxARaDwvnonq 0 rs ROAD WORK KEEP to EXISTMO 4 �(�lR.DUNErPALMS RD_b4,�1_�. .� _ _ �gg ga _ 3g aa g aa77 vvrsc=vvorPc=�� o c=c=c= oovt=gNI o =c==c=peac+�Q 'a� Ca d4 245FT 245FT � ' 245 T 500FT 500FT 60OFT 100E 500FT w1 (LT) 32w1 (RT) �t . WZ 5 (RT) W4-2 7 i C17 (CA) RIGHT LAK CSo CA) we t i'ROAD Bm'YKDN WORK 'RIGHT LANE rREffil MUST /\ CLOSED IURK /LANE ,AHEAD AHEAD .','�� 35 <CLOSED 3 W241 SAM'S SAWS Kam' CLUB CLUB w 13 GAS NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD; CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME -IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM,1i2'*:TRAFFIC LANE WIDTH ATAL•L TIMES AND A MINIMUM 5' 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 OR COVERED WITH STEEL TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. I 0. a20.2 ^ 0. r ROAD WORK J i WORK I I Date Speed umit 50 Install Water Lines for C. V. . Conftor Baud cm RRig TrieStar CALTRANS T 12 Tlafc Control Design bya :� Ph— P By Tops INBarricades, Inc. (800)852-TOPS Ron Fifield Sheet Number' Date Pemdt Number 2 of 2 REV 3/25/08 8028 ,,, City of La Quinta The following General and Special Provisions are attached to and made.a part of Permit Number 8028 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 thafthese 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 Yz") 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 J ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to,these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be, approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations'shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17- BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used. for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ 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 ( 4 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting.of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree, service, and handled safely without interference or hazard to the traveling public. It. shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted I 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. is • , .' PERMIT NO. 8028 ; CVHC.Dune Palms`Neighborhood /On -site Water Improvements and Off -site Water -Improvements on Dune Palms Rd / PM 33588, Par 4; SDP 2006-857 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 1'4.16.320 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 ermit'or co of it shall be on the'work site (usually the ob..trailer for inspection Burin the P pY Y ( y J ) P g actual work performed. 3. Prior to commencing the excavation of a trench 5 feet in depth or.greater and into which a person will be required,to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. Prior'to performing construction, work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 77.7-7097 at least 48hrs prior to work and request an appointment for a i preconstruction meeting with the,City Inspection. staff. The following items (but not limited too) are I requested at or prior to the preconstruction meeting: a. Traffic Control Plan y b. *Schedule of the Construction Activities c. Contractor constructing the improvements and owners "representative � 5. Coachella Valley Housiny- Coalition (Brian Peulicke) and/or Tri-Star, hereinafter referred to as "Permittee"; shall be responsible for providing continuous dust and"erosion control. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more . frequently, if required. 7. 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 j equipment within one-half mile of human occupancy shall be performed only during the following time periods: , October•l'st to April-30: Monday -Friday 7:00 a.m. to 5:30 p.m. M Saturday 8:00 a.m. to 5:00 p.m. May l st to September 30: ' Monday -Friday 6:00 a.m. io-7.00 p.m. Saturday 8:00 a.m. to -5:00 p.m. Work shall. be prohibited on legal holidays arid,Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 41ane,street) before 8:00.a.m. Special Conditions Page l of b . . PERMIT NO.8028 CVHC Dune Palms Neighborhood /On -site Water Improvements and Off -site Water Improvements on Dune Palms Rd / PM 33588, Par 4; SDP 2006-857 . r 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required 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. 9. Pursuant to Section 14.16.1.10 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. . 10. , This permit is not valid until the permittee submifs; 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 11. The permittee shall place temporary no. parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to ,the start of closing the area, and removed immediately after the construction completion date. 12. Pursuant to Section 14.16.250 of the La. Quinta Municipal -Code (Ordinance 10 § I (part),1982), at residential streets, 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. 'On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October' of 2006) these documents can be observed at http://inutcd.fbwa.dot.gov/HTM/2003rl/part6/part6-toc.btm and http://www.dot.ca., o� v/hq/traffops/si%uitech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. 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. Special Conditions Page 2 of 6 t I PERMIT NO: 8028 CVHC Dune Palms Neighborhood /On -site Water Improvements and Off -site Water Improvements on Dune Palms Rd / PM 33588, Par 4; SDP 2006-857 13. 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. 14. 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. 15. The permittee,shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777=7075 or the Assistant Engineer 11 at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 16. 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. 17. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 18. The permittee shall not encroach upon private property without prior written approval. (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 19. The pennittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dumpsite. 20. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public.Works Department and attention this to the Assistant Engineer I1. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. - Special Conditions Page 3 of 6 PERMIT NO.8028 CVHC Dune Palms Neighborhood /On -site Water Improvements and Off -site Water Improvements on Dune Palms Rd / PM 33588, Par 4; SDP 2006-857 21. - If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for approval prior to start of construction or parking on the paved R/W. . 22. 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 densifiedcompaction 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. s ' 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. Special Conditions Page 4 of 6 PERMIT NO.8028 CVHC Dune Palms Neighborhood /On -site Water Improvements and Off -site Water.Improvements on Dune Palms Rd / PM 33588, Par 4; SDP 2006-857 G. If. any compaction test fails, previously placed backfill (iri 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. 23.. -All excavationfs within. City of La Quinta right-of-way -shall be backfilled, and temporarily paved if within the existing travel way, at the end of eery 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. Excavate& 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. 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 25., Access and egress to. all local. properties shall be maintained at all times. 26.• Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § .I (part), 1.982), 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(]) 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. 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 %27,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 feetwith butt joint created next to he existing unmilled pavement surface. The cold -milled area and base asphalt concfete 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: Special Conditions Page 5 of 6 , PERMIT NO.8028 CVHC Dune Palms Neighborhood /On -site Water Improvements and Off -site Water Improvements on Dune Palms Rd / PM 33588; Pa`r 4; SDP 2006-857 ' • 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. r • : 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/" 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, .anr shall conform to the surrounding grades. 27. 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. 28. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance.16 § 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, of if this permit specifically grants permission to use the, street to deliver street construction materials and/or equipment. 29. The City of La Quinta reserves the right to revoke; suspend or void this, permit at any time.. . 30. 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. ` . 31. If it is the intent of the perniittee 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 ri Box 15 0 4. G e LA QUINTA, CALIFORNIA 92247-1504 FTNEO 78-495 CALLS TAMPICO (760) 7 7 7 - 7 0 0 0 1 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 April 8, 2008 i Justin : Beatty Tri-Star Contracting; Inc. 1,5501' Little Morongo Road Desert -Hot Springs, CA 92240 i. Dear Mr. Beatty:.' i have received, your letter on.•April 8, 2008 requesting. permission to work outside of the construction hours established• by La Quinta .Municipal Code Section 6.08.050, on Dune Palmss Road north of Avenue 48. Exception 2 of the above -mentioned code section. allows" the issuance of an early work permit under certain specific conditions. It is our determination that a sufficient need exists due to the `heed to perform the' off=site water improvements,. with minimal traffic congestion in the school area. Therefore, .an early work permit is hereby granted under the "long process material" provision of the exception, subject 'to the following conditions:.' ` 1 This' permit'is -only valid for work performed' on April 14, 2008 ,and April 15,' 2008. ' 2. Early. work :hours shall start from .8:00' p.m. and all. lanes shall• be opened no later than 5:00 a.m. 3. The work- allowed under ,this early. work permit is limited;,to the installation :of the off -site water improvements on Dune Palms Road north of Avenue 48. 4. This permit shall be -revoked upon. receipt by the Public Works Department of any - citizen complaint of construction noise occurring i I - during the extended hours granted by this early work permit, or upon violation of any condition of this early work permit. S TASTAFRYu\Night Work\Night Work Approval Letter for TriStar on Dune Palms Rd 4-8-08.doc NO TREES. WALLS. OR PERMANENT • STRUCTURES SHALL BE ALLOWED WffHIN CWPD EASEMENT Did Alert DI AL TOLL FREE 1 soo 22 ? 2600 AT LEAST TWO DAYS CURVE DATA NO. DELTA RADIUS LENGTH TANGENT- Cl 01'28 20 413. 10.61 5.31 C2 01*2100 413.00 9.73 4.8 C3 o8'36 30 413.00 62.05 31.08 C4 01'55 04 413.00 13.82 6.91 C5 0414 27- I 110.80 55.43 LINE DATA BEARING LENGTH L1 N 00'40 06 E 56 .0 RNM N ozoa 2s E 7.4a L3 N 02'08 26 E 4.59 L4. N 09'06 34 LB N 07'45 34 L6 N W50 56 E&W L7 N 0&5O 56 LB N 0z4s oo BEFORE YOU DIG BENCH 43.7T2 - BEARING P�AIa® urra+aR Tt� uwEclr suf�vls+rn►L of BASIS SEA G ac.E. Na BY T � LA N QUI TA CALIFORNIA .... H _= S E k. ., DATE ONS j7L1'Ilv G IN M� C � C. `MARK D- P �02 ?o - E1.EV v � WG D29 Sof Y OF THE T+IE B/LSIS Of LBfJ1R IWG IS THE SOl1lilEltL LINE T LP 5 S4UTI111VEST a�nER of sEcnoN 29. owNSH souni. 4 3880 IN THE IT CITY OF LA ` I N QU TA ' CO COUNTY O U F RIVERSIDE E SIDE No. REVISIONS REVI APPROVED Cwa. S ■ L.ADID vmm 7Pr.�Hrm�al • �, BEING THE OF wwcE 7 EAST, s.B.u.. Also �ENLERUNE saGNAniaEcy JE :PARCEL 4 OF PARCEL MAP NO. 335 IOiPB DlRIVB ■RAI�ICSO �AR3i8 ■ 9227b 34200 BOB � LOCATION _ 1.0' 2.1 2' Bw�ss asrc srAnwED LpD-1o2 70. ON- / ST. AVE. �MIGTON Sr. NEJIR THE WTERS6CL10N Of WASt 's0. AVENUE 4$. AS SHOWN ON PARCEL. MAP NO. 33588. ON 7 .IULUIN A. DE L.A\ 1Of9iE 2_14 PAGES 24 THROUct�l 2 . L Of . fLE W BOOK . NCUJSLNE'. PIYtCEL �'S14D. t7tE00RDS OF RNER�DE COUNTY TAKER DATE � / of V H C C DUNE PALMS NEIGHBORHOOD N GHBORHOOD WATER IMPROVEMENT M ROVEMENT PLANS '�� � ■ � 7$93 FAX 3�. F `„1�1aar� OnB 60 � OF a' vE. �' NORni ate. A 150 3 WEST ON 50. soLm+ of Pp fTz9aeo 9 4"11► � N a9''1 2 A of PORTION THE EAST 1 2 OF THE SOUTHWEST 1 4 OF SECTiO 29 N T. 5S., R. 7E., S.8.8 dcM. `_ H S EE t NOUN- 71 fi '4 �k _ - � +63 16 /w t� ` Hd r 12 � i. Z 3 1 11 0 L 3 ' �S1TR. 4 AN t / 1 t 6' 1 t : , PROP BARRIER k K EX s AREA R/MT , i r � I OR BU LDING D .CURS I t T _ 1 + ' Ex ELEC. _ i • ss 1 1 +44 1 1 2 + .16 1 C L PROP. ® 1 PVC SLEEVE � � SERXE �SIZE SLAVE $IZE 1' 1,2' � 4►. .f.�atr.�ti�t- K •• • � �� . • • KNIS By 4i 2007 - - t r l M 7 _ 1 s 7 a r •} 1 1 ' OIR TO MAMITAN 1 4+ 38 � EiL. I ! NRST 110N I AND 1 SER 3 4 I31TR AND RP !► PAVWG. _ ..,. A FII•IAL n EX. LAN06C.APE .i` I' 1 C� ."r' PROP. FOR 9 J I ESYT I� a� as ooNsiRt�r' 40 v .a at t x 14+ 50 .3 r R PMC OP. S SLEEVE UNDER r P /W w EX.' is CVwO ISIJ11� : . . t a . a .. P �3Df YTR R .•� � � s 4 AND 5S ..i�' SER 3 FORt� TiON ,t 1R�fGA SERVICE 44 E710•i i •} • f� OR 9400 J F _ a ► SEE DETAIL � PVC , 3 . •� sue.* ii 14+ N 1 3 THtS S�IEET. i DI BF]�1D 43 t 12 r 43' • r I N i D� D 14+58. 8EN 38 12•x2 2 1 r T PROP � DETAIL A t t t " 3St e' 1 PROP. a' BARRIER t C 1. S ALE r �o y s o0 12 DI � 1 FOR � C T � _ C 4NSTRU � -cuRB .33 aI cam) t 1 x EX 4 GAS ti 14+6 2. PROP. S /w �� 1 1 PRESSURE AIN .. ; 4 WA TER M , sER. Y .. I r �- 1 I r .1MALL � ' PROP .- 00 C 8 I ,. � TElEP110NE E EX. i A Dam.I E NC S POLYETHYLENE .�.. PROP HOPE '' L E TH t2• PO Y t 14 1, r fAStlldir EX. 1 MCP h_ 4 srol�l DRAW L'MWD 0� R �,► S 1 1 INTS 1 J ( D Q T AN E 2 R ES u�IST wow L � e,r sEwEx FO R �� r t I `�J I 1 . 2007735Ta. �WD DWG , 1 r- LINE DATA NO BEARING EAR G LENGTH L1 N ST46 02 E 8.09 L2 N 89.46 02 E 45.11 L3 N 89'46 02 E 143.48' 4 L N 65'46 2 0 E 23.04 L5 N 43.1 s 0 2 E 22.28 Ls N 20'46 02 E 17.63 L7 N OT32 31 E 57.44 L8 N 14 57 29 W 22.28 L9 N 3T 27'29 W 22.28 L10 N 5' 9 57 29 W 22 2 .8 L11 N 82-27 29 W 51 s a L12 N 85'13 58 = 70.43 CURVE DATA NO. DELTA RADIUS 1 LENGTH TANGENT C1 OV53 05 , 413.00 35.21 1 17.62 ; C2 04'53 05 413.00 35.21 17.62 C3 0746 29 413.00 20.00 10.00 I i a } s --�.. 1 j I 1 I r I l .,a_ . E1+38 i . 4 1 xs i 1 ' Tie r1 :. ' - , WET9ARREL 1 1 ti.. t n � i ; C. V.W.D. 1A11 DRA NQ AP PROv AL : 4 RP 1 SER 3 YTR APID 1 FQR 9 ► « .� I t % .._ 1 C1 0 v. S N PALMROAD DUE `. pAtC 1 3 DEC� 07 ENT NOT"E EASEMENT 48. 8 1 S ER . 3 4 I�1TR AN D RP FOR 9 c EC M 1 28.07 aL r n .3 6 , 0111R tit. N O TREES WAILS OR PERMANENT ALLOWED SHALL BE ALLO 14+52.00r a 1 SER.. 3 4 IiITR AN RP PLANTER a� -: AREA ._ -6 ' y ll 3fi 713 , aroc�i v _ . ST UCTU R S R E EAS ENT N D EM WITHIN CVW F OR 9 00 J / n 4 SRi. t72.38 1 SER. 3 4 ILTR M!D RP I 12 DI DE � �! t 3 iltlii �WW D R 3 4 AN P t SER OR 8400 C a V � i 4 .. 9 _ , Dig Alert ��{{ OJ FO 9 mil/ 1 60 38 14+7 Q � M 1 SER 3 4 htT'R AND RP . G� �f I i o ti � 9 s G43880 ac av , . 3 4 IATR AND 1 SER . F OR 8100 C FOR 8400 C - r _�1. � �. o R a--3D-o� 7�L i i L FREE D TOLL FR DIAL 0 14+64.3 8 1 ER 3 4 .AND RP S 1 SER 3 4 )rITR AND RP F OR C 8300 _I ® M 2007 i _ I i S 1 I o' 20 �o• � '. eo' ._ � C ti � 1 1 1 v , 72 1 800 2 2 fi FOR sz 0o c 8 4 0C 0 i : ne. Y Sn u � �9 r o F 0>; L F A TWO DAYS A T LEAST o LINE B BLDG. L 1 AI Ri R�s�rv�d 9 his SCALE 1 20 C , BEFORE YOU DIG BENCH e airr 2 Is G B o PHEPAIIED UNDBI THE DAECT SUIPERV1.SgN Of RGEBEARIN NM - f*3" BY C .. CITY OFA ; QUlNTA :.. .. CALIFORNIACA LIF O RNlA SHEET , No. REVISIONS R APPROVED T>= a► G INC CONSULTING, MSA _Co �•-w..., /�..,.,, R MARK PD- 0 - ELEV wwD29 f LS 7FfE Y LWE OF 7HE THE BASIS OF BEJ1RlNG SOUIHERL sourHwEs7 alwFrrER OF sEcrloN 2>if TowNSHIP 5 soun�. 43880 MP o�►wN eY IN TH E Clll•Y OF L A QUINTA, COUNTY OF RIV ERSIDE _ ' . - 5 , , : . L.n>m 9vI1<vexa�o ra.e•i�a�+a�d ■ 4a�•a• �.N(IIIdBBRII'I(if � LOCATION RANGE 7 EAST. S.B.N.• ALSO BEING THE CENTERLINE OF AVENUE 48. AS SHOWN ON PARCEL NM NO. 33588. ON SIONATi sm&• a ,. ________ OR � ,KiC PARCEL 4 OF P PARCEL MAP: NO. '335$8 OF , 34?•OO BO,B HOIpB D>ittvs R�,ricRo M�wc ■ 922?i0 DISK PO OQ 70 ON. t.0' 2 1 2 BRASS STA11i'ED / INGTDI+1 Sr. AVE NEAR THE 1N OF MIASH 'SOy . � 2 UdCLU OF Fl Z sn� FILE w 8o0K 14 PAc>Es 24 THROUGH �. PARCEL RECORDS OF RNERSIDE COUNTY AKEN MAPS. .NJLIMI A. DE 1.1'1 TORRE DATE ! o T SLJ. CHECK BY C ' CWH DUNE PALMS U NEIGHBORHOOD WATER IMPROV ME PROVEMENT M E NT PLANS , `'i,`� , • Tea 60 �'?AAS11 Fn7c 60 3�7$93 C1 ) .o west oN ANE � NOKTFI OF C11R8f 3i5 50. AS N 89r19 24 tiv 'Y MTC OF SOUTH OF pp �9$6O A PORTION THE EAST 1 2 OF TH E SOUTHWEST 1 4 OF SECTION 29. T. ; SS., R. 7E, S.B.B.kLI SHEETS. I „I 36713 { - - - - : - -- _--- -__ _ - - - __ I Dig I Alert DIAL TOLL FREE /%� /%�7 /%�(A� CURVE DATA NO. DELTA R/1DIllS LEId6Ih T1►IdGENf AT LEAST TWO DAYS I c1 03.43 34 413.00 26.86 13.43 LINE DATA NO. WAMNc LENGM L1 N 61' 12 37 W 24.62 = N 7727 37 W 49.83 L3 N 8X42 37 W 19.71 L4 N 8726 11 W 195.74 L5 N 89r46 02 E 110.00