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8114See below for Finance Revenue Codes 4', ENCROACHMENT PERMIT 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: 9/23/2008 LOCATION OF CONSTRUCTION: Malaga Estates at Coral Mountain at SW Corner Madison Street 8 Ave 60; T 97 C PURPOSE OF CONSTRUCTION: Partial On -Site Street Improvements DESCRIPTION OF CONSTRUCTION: See Attached Plans T 02 DIMENSION OF INSTALLATION OR REMOVAL: See Attached Plans CIJYOF APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2008 TIME OF COMPLETION: 11/15/2008 A EDI ESTIMATED CONSTRUCTION COST: $96.890.00 permanent resurfacing and/or replacing improvements) (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing COMMENTS Plans Indicating the Part Permitted for Construction are in the Permit Folder 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 allpenalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or 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 applicabl les and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature P AAlicant or Agent Sam Anziano - R.T. Hughes Development Co. LLC 78-900 Avenue 47th Suite 200, La Quinta, CA Name of Applicant Business Address Dateland Construction Co. Inc. Name of Contractor and Job Foreman 396698 Contractor's License Number James River Ins. Co. Applicant's Insurance Company FEES Subdivision Improvement Permit.- Class I Minor Improvement Permit - Class I 83-801 Ave 45, Indio, CA 92201 Business Address iFinance Revenue Code Inspection Fee E_1 $2,907.00 ! i Permit Fee E=1 $100.00 j As -Built Deposit E_A $1,000.00 ! Cash Deposit -Surety Bond, E_13 $0.00 j if required TOTAL $4,007.00 (760)771-8890 Telephone No 760-342-2999 Telephone No. 31 City Business License No 000080683 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8114 DATE ISSUED: �G� .2- , EXPIRATION DATE: BY: ler� WORK INSPECTED BY`: PERMIT COMPLETION DATE": j If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. CITY OF.LA QUINTA PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT PERMIT.NUMBER DATE' EXP DATE ' ACC. DATE' PLAN SET :IMP TYPE INSPECTOR PROJECT NAME 8114 10/2/2008 10/2/2011 10/2/2008 N/� A Street Malaga Estates at Coral Im rovem Mountain; SW Comer of DEVELOPER i. RAT. Hughes Development Co: L•LC�� -,VICINITY Malaga Estates at.Coral Mountain at SW Comer Madison Street & Ave 60;7M 33597 PURPOSE OF'CONSTRUCTION Partial Oh -Site Street Improvements DESCRIPTION OF CONSTRUCTION See Attached Plans ( - DIMENSION OF INSTALLATION AND,REMOVAL See Attached Plans COMMENTS Plans Indicating the Part Permitted for Construction are in the Permit Folder Approximate Construction Start Dat Approximate Construction Completion Dat Estimated Construction Cost INSPECTION FEE: �� 10/1/2008 11/15/20081 $96,890.00 $2,907.00 'PERMIT FEE CONTRACTOR NAME: Dateland Construction Co. Inc. CONTRACTOR ADDRESS: 83-801 Ave 45 ONTRACTOR CITY:, CONTRACTOR STATE: CONTRACTOR ZIP Indio (CA (92201 ONTRACTOR TELEPHONE: 760-342-2999 ( CONTRACTOR LICENSE: CONTRACTORS. STATE 396698 LICENSE BOARD CONTRACTOR $100.10 INFORMATION PENALTY: CURRENT CASH DEPOSIT /SURETY M BOND: $o.00 AS BUILT DEPOSIT $1 000 00 TRACT/PARCEL NUMBER PERMIT TYPE SDP/CUP/ ETC TOTAL FEE AMOUNT:. TM 33597 ONSITE STRET`IMPROVEMENTS APPLICANT ( INFORMATION �� $4.007.00 PPLICANT NAME: Sam Anziano - R.T. Hughes Development Co. LLC PPLICANT ADDRESS: 78-900 Avenue 47th Suite 200 PPLICANT CITY: APPLICANT STATE APPLICANT ZIP CODE: La Quinta , CA j 92253 PPLICANT TELEPHONE: (760)771-889U DESCRIPTION Malaga Estates at Coral Mountain; SW Comer of Madison Street & Ave 60;.Partial On -Site Street Improvement; See Attached Plans; TM 33597. Paid for permit renewal for a '2 year extension on 10/23/2009. CONTRACTOR'S LICENSE NUMBER: CITY BUSINESS BUSINESS LICENSE NUMBER 31 INSURANCE COMPANY: James River Ins. Co. POLICY NUMBER: 000080683 �£PRINT ENCROACHMENTkPERMIT�`-iY x, y FPINET�PERiMss�ITtSBEI�NG GREQUESTED �SEARCH,PERMITS B�YTRA�C¢TyNUMBER,�- , SEARCH�PERMITS�BY,APPLICANT� ;< � � 4 � � ��� ►�k t j .3::� X�' �. X T1 '�l'�k t"' h`r�`� t R.�S` t EX�REDPERMITS 57 ry`M� r S'�' -• fi� � t • �` `� S� 1R'•"Sd�" '�1 -. � ,MAIN MENU'` r i�b r nX Tuf 4,4 Qdeoj I PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Tract No: -3 ?j 9 '7 Project Name: A A�(.PA &STAI�SAT &)QA Vicinity: S Q CaD_QLff -. A VC- ki Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc' NO S 11— ST►:�Lt 1 �-Mpf2Av l';l'Y1L` 1.iiJ .�--�-r , . ; . . r � �. � - ,- �L' Description of Construction (i.e.: See Plan Set No. 01234) 2A See - Dimension of Installation or Removal: • , � ptzt- l� l apt 5 Approximate Construction Start Date:. Cycr. ti �On Approximate Construction Completion Date: ;Q 5 ) 2� Estimated Construction Cost: $ . '�l q ( ?9 0 .Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling; compaction and. placing permanent resurfacing and or replacing improvements Contact Name: _ A m' -A N 7-1 A nNo Phone Number: "16p ­7 7 I' $ S q Name of Applicarit/Owner: P . I . I-1 u q N t; G Ucq.Lz u , V C, M6 N'i Qb LLG Applicant Address: ' $ -9gc) AVz;:NuG 4I�24-A LABule�iACA�2�fi� Applicant Telephone Number: b 7 Applicant E-mail Address: R I LA Ap-b . A W& Ats(d 6 En REALT,4 (s o . Ohm Name of Contractor: Dprl Contractor Address: 3- 3 Q t A Vt . 4�5" Contractor Telephone Number: ­7 6q 3 y 2- 2 g q q Contractor State License Number:. Contractor City Business License Number - Contractor E-mail Address: 10-A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liability Insurance Company- r o©o g o fo 8 3 Applicant or Contractor General Liability Insurance Policy Number: Office. Use Only: Inspection Fee: O Permit Fee: C O As -Built Deposit: Dust Control Deposit: Credit Amount: Office Use Only: Assigned Permit Number. Approval Date: Expiration Date: Issue Date: Administrative Authority - v 0 -10 rn 3 t� rn M min o 2 00 m TOTAL FEE DUE: Services Division\Fomu\APPLICATION FOR PERMrr.doc MDS CONSULTING e►' `w PLANNING, ENGINEERING, SURVEYING IRVINE/ CORONA/ LA QUINTA COST -ESTIMATE FOR BOND PURPOSES Tract No. 33597 City of La Quinta On -Site Improvements ITEM PREPARED: ,SEPTEMBER 22, 2008 QUANTITY UNIT UNIT COST COST ROUGH.GRADING: MASS EXCAVATION (RAW) 6,022 CY 1.50 9,033 MASONRY SCREEN WALL, 8' MAX. EXPOSED, PER CITY STD. (CAN RETAIN UP TO 2') 1,671 LF 80.00 133,680 4' CONCRETE DRAINAGE CHANNEL PER DETAIL ON SHEET 2 716 LF 20.00 14,320 2' MAX. RETAINING WALL, TOPPED WITH 6' WROUGHT IRON FENCE 260 LF 75.00 19,500 TOTAL ESTIMATED ROUGH GRADING: $ 176,533 STREET IMPROVEMENTS: 3Y2' A.C. OVER 6" CAB (STREET) 20,375 SF 1.95 39,731'. 6" CONCRETE CURB & GUTTER PER CITY OF LA QUINTA STD. 201 199 LF 16.00 3,184 6" CONCRETE MEDIAN CURB ONLY PER CITY OF LA QUINTA STD. 210 260 LF 10.75 2,795 4" CONCRETE ROLLED CURB & GUTTER PER CITY OF LA QUINTA STD. 203 1,557 LF 10.00 15,570 4" CONCRETE ROLLED CURB (NO GUTTER) PER DETAIL ON SHEET 2 0 LF 10.00 0 CONCRETE CURB TRANSITION PER CITY STD. 205 20 LF 15.00 300 GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF LA QUINTA STD. 330 8 EA 1,250.00 10,00.0 CONCRETE BAND PER DETAIL ON SHEET 2' 410 LF 7.00 2;870 ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2 3,668 SF 5.00 18,340. ADJUST WATER VALVE TO GRADE 3 EA 300.00 90G ADJUST SEWER MANHOLE TO GRADE 3 EA 500.00 1,500 ADJUST STORM DRAIN MANHOLE TO GRADE 4 EA 425.00 1,700. TOTAL ESTIMATED STREET IMPROVEMENTS: $ R. T. Hughes Company, LLC - PAGE 1 OF 4 G:\73500\CEST\BOND\ "Malaga" ON -SITE IMPROVEMENTS ON -SITE PH 1 9-22-08.xis MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/ CORONA/ LA QUINTA COST ESTIMATE FOR BOND PURPOSES Tract No. 33597-1, City of La Quinta On -Site Improvements ITEM PREPARED: SEPTEMBER 22, 2008 QUANTITY UNIT UNIT COST COST STORM DRAIN IMPROVEMENTS: 18" RCP STORM DRAIN PIPE (D-LOAD = 2500) 503 LF 25.60 12,575 24" RCP STORM DRAIN PIPE (D-LOAD = 2500) 278 LF 36.00 10,008 30" RCP STORM DRAIN PIPE (D-LOAD = 2000) 177 LF 53.00 9,381 . 36" RCP STORM DRAIN PIPE (D-LOAD = 2000) 9351F 59.00 55,165 RETENTION BASIN ACCESS ROAD PER DETAIL ON SHEET 7 1,728 SF 10.00 17,280 CURB INLET CATCH BASIN PER CITY STD. DWG. NO.300 2 EA 3,500.00 7,000 COMBINATION INLET CATCH BASIN PER CITY STD. DWG. NO.302 WITH PEDESTRIAN GRATE TYPE 24-18 PER CITY STD. DWG. NO.315 7 EA 5,0'00.00 35,000_ • MANHOLE NO. 1 PER CITY STD. DWG. NO. 340 6 EA 3,500.00 21,000 FLARED WINGWALL OUTLET STRUCTURE PER CAL -TRANS ST. D86-B AND DETAIL ON SHEET 7 2 EA 4,000.00 8,000 SLOPED PROTECTION BARRIER PER APWA STD. PLAN 360-1 2 EA 800.00 1,600 6" PVC SCH. 40 STORM DRAIN PIPE 40 LF 12.00 480 - 24" X 24" DROP INLET WITH SQUARE GRATE (JENSEN PRECAST PRODUCT #D12424 OR EQUAL) WITH PEDESTRIAN RATED GRATE 3 EA 800.00 2,400 "MAXWELL PLUS" PRIMARY SETTLING CHAMBER PER DETAIL SHEET NO. 7 1 EA 10,000.00 10,000 "MAXWELL PLUS" SECONDARY SETTLING CHAMBER PER DETAIL SHEET NO. 7 1 EA 15,000.00 15,000 JUNCTION STRUCTURE PER CITY OF LA QUINTA STD. DWG. NO. 351 1 EA 2,000.00 2,000 1/4 TON X 18" DEEP RIPRAP ENERGY DISSIPATOR, L=10', W=12' 2 EA 750.00 1,500 "MAXWELL IV" PER DETAIL ON SHEET 7 2 EA 10,000.00 20,000 TOTAL ESTIMATED STORM DRAIN .IMPROVEMENTS: $ ;-2283.89 R. T. Hughes Company, LLC - PAGE 2 OF 4 G:\73500\CEST\BOND\ "Malaga" ON -SITE IMPROVEMENTS ON -SITE PH 1 9-22-08.xis .MDS CONSULTING PLANNING, ENGINEERING, SURVEYING RVEYING CORONA/ LA 4UINTA COST ESTIMATE FOR BOND PURPOSES Tract No. 33597-1, City of La Quinta On -Site Improvements . PREPARED: SEPTEMBER 22, 2008 ITEM QUANTITY UNIT UNIT COST COST WATER IMPROVEMENTS: 8" DIP WATER MAIN (POLYETHYLENE ENCASED) 1,001 LF 19.00 19,019 STANDARD 6" FIRE HYDRANT ASSEMBLY (WET BARREL) 3 EA 3,860.00 11,680 1" SERVICE FOR 3/" METER 20 EA 580.00 11,600 2" SERVICE FOR 1 Y2' METER (LANDSCAPE) t 1 EA 3,500.00 31500 8" X 11.250 DIP BEND .6 EA 300.00 1,800 8" X 22.50 DIP BEND 1 EA 300.00 300 8" X 450 DIP BEND 0 EA 1,000.00 0 8" X 900 DIP BEND 0 EA 300.00 0 TOTAL ESTIMATED WATER IMPROVEMENTS: $ 47,799 SEWER IMPROVEMENTS: 8" VCP SEWER PIPE 930 LF 19.00 1.7,670 MANHOLE (4- DIA.) PER CVW D STD. S-5 4 EA 2,030.00 8,120 4" VCP SEWER LATERAL PER CVWD STD. S-9A 20 EA 490.00 9,800 TOTAL ESTIMATED SEWER IMPROVEMENTS: $ 35,59.0 BASIN LANDSCAPE IMPROVEMENTS: 1 LS 338,000.00 $ 338,000 RELOCATION OF IRRIGATION LINE: 0 LS 798,841.00 $ 0 R. T. Hughes Company, LLC PAGE 3 OF 4 G:\73500\CEST\BOND\ "Malaga".OWSITE IMPROVEMENTS ON -SITE PH 1 9-22-08.xls MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/ CORONA/ LA QUINTA PREPARED UNDER THE SUPERVISION OF STANLEY C. MORSE, R.-C.E. EXP. DATE 9/30/09 COST ESTIMATE FOR BOND PURPOSES Tract No. 33597-1,-City of La Quinta On -Site Improvements PREPARED: SEPTEMBER 22, 2008 ITEM QUANTITY UNIT UNIT COST COST DRY UTILITY'IMPROVEMENTS: DRY UTILITY 20 DU 2,500.00 $ 50,000 JOINT TRENCH BACKBONE SYSTEMS PRIMARY TRANSFORMERS/SPLICE PITS IID (CONTRACT) TELEPHONE (CONTRACT) GAS (CONTRACT) CABLE TV (CONTRACT) TOTAL ESTIMATED DRY UTILITY IMPROVEMENTS: $ 50,000 TOTAL ESTIMATED CONSTRUCTION COST: $ 973,201 MONUMENTATION:. 1 LS 12,000.00 12,006 985,201. CONTINGENCY FEE 15% TOTAL CONTINGENCY FEE: $ 147,780 TOTAL ESTIMATED PROJECT COST: $ 1,132,981 UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT PROVIDED INFORMATION ,.OR FROM BEST AVAILABLE INDUSTRY DATA AT THE TIME OF PREPARATION. CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT �pt,FESS/p PRICES IN EITHER EVENT. Q�p REV C. CO w No. 20M �r_ Exp.9-30-09 CIVI1. �Q 9 � TFOF CAS\FOP DATE 2008 R. T. Hughes, Company, LLC - "Malaga" PAGE 4 OF 4' ON -SITE IMPROVEMENTS GA73500\CET\B0ND\ ON -SITE PH 1 9-22-08.xls City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8114 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 (W) 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. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill'and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 5 ) 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 to not less _than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO.8114 Malaga / Partial On -Site Street Improvements / TM 33597; SW Corner of Madison Street and Avenue 60 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. R.T. Hughes Development (Sam Anziano) and James A. Shirley Construction, hereinafter referred to as "Permittee", shall be responsible.for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October Ist 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) before 8:00 a.m. 6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before'3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. ; 7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page 1 of 6 PERMIT NO.8114 Malaga / Partial On -Site Street Improvements / TM 33597; SW Corner of Madison Street and Avenue 60 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 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 10. Any land on which Williamson Act contracts apply shall remain undisturbed. 11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with 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. A traffic control plan shall be prepared in accordance with the MUTCD Manual and submitted to the City for review and approval prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part); 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 12. Prior to excavating, if required, the Permittee shall contact Underground Service 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. 13. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 14. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. 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 II at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. Special Conditions Page 2 of 6 PERMIT NO.8114 ' Malaga / Partial On -Site Street Improvements / TM 33597; SW Corner of Madison Street and Avenue 60 The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 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 II 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. 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. 20. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 21. 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. Special Conditions . Page 3 of 6 PERMIT NO.8114 Malaga / Partial On -Site Street Improvements / TM 33597; SW Corner of Madison Street and Avenue 60 Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite,'at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured. prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the -depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of Backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 22. 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 Special Conditions Page 4 of 6 PERMIT NO.8114 Malaga / Partial On -Site Street Improvements / TM 33597; SW Corner of Madison Street and Avenue 60 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. 23. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 24. Access and egress to all local properties shall be maintained at all times. 25. 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) f6ot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2:2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay -The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. Special Conditions Page 5 of 6 PERMIT NO.8114 Malaga/ Partial On -Site Street Improvements / TM 33597; SW Corner of Madison Street and Avenue 60 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, and shall conform to the surrounding grades. 26. 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. 27. 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. 28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 29. 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. 30. 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 .. Tjtvl P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 October 8, 2009 (760) 77.7-7000 FAX (760) 777-7101 Revenue Code: E-1 Mr. Randy Hughes v RT Hughes Co., LLC P.O. Box 1992 007- La Quinta, CA 92247 Re: Encroachment Permit No. 8114 Tract Map No. 3359 , Partial On -Site. Street Improvements (Plan Set No. 08035) '0r Dear Mr. Hughes: Encroachment Permit.. number 8114 expired on October 2, 2009. In order.to renew this.permit, the following is required: The renewal fee as per City Council Resolution. 96-95, states: Encroachment Permit — renewal of _ expired permit shall consist of a $100.00 permit renewal processing fee plus 10% 'of original fee to extend the permit one additional year (x 2 until October 2, 2011). ORIGINAL PERMIT .FEE 10% (x 2) PERMIT RENEWAL FEE of, original.. permit fee (two-year extension) . $2,907.00 $581 '.40 $100.00 RENEWAL AMOUNT DUE: $681.40 If you have any questions or need additional information, please contact Amy Yu,' Assistant Engineer II, at (760) 777-7047. Sincerely, dimo%thy Jo son, P.E. Public Works Director/City Engineer .Page 1 of 1 W THE CRY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ON - SITE STORM DRAIN IMPROVEMENT PLAN GENERAL NOTES FLOOD ZONE DESIGNATION FLOOD ZONE DESIGNATION 'lC -PANEL 0607090005Q I. AL WOAD STILL BE DONEN ACODQIIARE wm THIS STMDAD PLANS O THE CLAY OF LA DATE. 8/19/91 GUINEA ND In STANDARD SC£C6YAIIO6 FOR PUBLIC WOOS CONSTRIKOOA Ulm EDITION NO THE CITY OF HA O RTA STANDARD PLAK. DATE AUGUST 21. 2001, OR LATEST EDITION, 2. IT SHMI BE THE RESPONSIBILRY OF THE CEYFLOER/W7OR OR OONTRAcm TO AIRY TO TIE ASSESSOR'S PARCEL NO. CITY OF LA OUWA PUBLIC WORKS CEPMTYDD FOR THE NEIESSNO' PReR AND TO BE RFSAONSOE FOR SATSFACTDRY COMFUU E YWOI-ALL CDMM OAERONMI N AL RECAAAOOS 643-090-024 OUR NO THE LIFE OF CONSTRICTION ACiAYTEs TOAD THIS PROJW. ADDITIONAL SDIDCS NAD/OR PUWS WY BE REOLOED. 3 0 SWU, EX THE F431OKSUM OF THE MVMOPM OR CONTRACTOR TO APPLY TO THE OWNER / DEVELOPER CNDD3N,L WARIMDNT OF ,RAIbPORGTKN rL:ANS) FOR AM ENCROACH" PEW TOR AU WNMK PFRORIED WITHINDE SATE acNT OF W R.T.HUGHES CO. LLC A THE CONTRACTOR SHAM. WADI ALL POPM AS RECORD By THE CITY O LA OUGNU OR ODER 78900 AIUUE. 47. SURE 700 c4mu INO AGO;=, IA OUHATA CA 92253 & TIE COORATOR SHML NNOBY THE CITY PUBNO WOMS OP$X" 48 H10U15 PRIOR TO ANY dWDNF RINSING OR CLEACHRNO AND EACH PHASE 9F CW61Z IM A (780) m-7075 AND E8 (OED) 7-'1-8e90 CONTACT. PAtkCK O'DOWD CB 5 MRS PROR TO RDUf4NG "ECTION& 010 = & ME IDCATOtS OF DMING U DINGRO.FFD UT1UT0 ME SHOWN N AN AF{RIMATE WAY ONLY. 0100 THE GONTWTOi SMALL WOW THE CM IDUTDN OF AWL OI1 M UMTES DIFO E CONAGM WAXER HE OW TD BE RALY RESPORS101E MR ANY AMO ALL DAMAGES O CN AOHT BASIS... OF BEARING TIE OOC&9 NED BY HIS FAEURE TO EXACTLY LOCATE AND PRW.T AW AND ALL Ul'NE3. 7, THE COLIRA610R SHNL DE R5POSO£ FOR THE REMOVAL. REPLAOEMDU OR RE10CATION OF THE BEARINGS SHOWN HEREON ARE BASED ON THE AD MURATORI tNw" AW OBE SIDS. CENTFRU.NE OF MADISON STREET AS SHOWN BY 1-1a mm Kim9GNs AND tRAFC mma saa TYPE AND LOCATION 9LA1L IE APPROVED ElyRECORD Of SURVEY i 12/sa-70, BONG _ THE CITY DOXEfR. VURIC SFiUPNO, UDFTDS AM PAVE ENT VARKEK TYPE AID LOCATION Homes DO14'OB• WEST. DROP INLET SNAIL BE APPROVED 6Y THE OTY ORX4.FR 0 = 2.3 H 9. THE WNORACTOR DAL NOT 057UR8-EOSRXD SURVLY MONUMENTS CH BLENCH MARTS NOTED ON QiOO =4-3,4 MUR PLANS, OR FOmomCOtSIR1OTIOL RELOVAL AND ROMACFAENT SHALL BE DONE R' A SHEET M`tMA,@@•�� 6JEX .1-CIVIL DEXIEER WITH AN RICE NUMB R BELOW 33,968, OR A LICENSED LAD SINL4YOR ONLY. 1. TITLE SHEET TO CONSTRUCTION OPOATM AND MMNTEIVAM OF EDUPYFM WITHIN ONE HCYF MILE OF KAM 2. STORM GAIN PLAN & PROOF -LANE A =A Q10 OCOAPNNLY SHALL RE PO3ON8ED OAT CURHG THE TIME PERIODS AS FO10W5: , STOM DRAIN PAN & PROFILE -LINE A 010C OCTDBFR IST TO APRIL XTk WNW - FRDAY 7DD AR TO SM PM 4. StORA OPM PLAN & PROFILE - LINE B. SAtROAY aw AM ?0 sm PM 5. STORM OWN PLAN & PROBE - LANE 81 8 82 CI MAY ISt D SEPTEMBIR Soft NONOPT - FPoMY COO AM TO 7:00 PM a STORM DRAIN PRa7TLES Q SaulaY &Do AM To 5:00 PM 7. DETAILS Q. WOO SHALL BE PROBBDED ANY TIE ON 9ANCAYS OR ON FMAL HOLIDAYS, I I. ALL TPJNDID WAYS COST BE OLAROD MY OF ALL DIRE. MW AND DEBRIS DO'CM ON THEM AS A ROW O THE GRAOOO OPERATION, ME NNIC 5 TO O DOE TO THE SM17ACTION O THE CTY UNGIM /2 ALL CM67MOM AREAS SILL BE PROPERLY POSTED AM LOW N COiONANCL WON THE STATE MADML OF WARNING SIDS. L E TS AND M WS FOR USE N THE PERFORMANCE OF WON WON MCNRAYS. N ORDER TO ELIMINATE ANY fMZMDS. 13, CONSTRUCTION PRo0.LT5 WTUREIM MORE DUN FINE ACRES COST OBTAIN A HAMM POlUUN7 06CVAGE EWRMIIDM STSIEY (MRCVS) PERCf. OWEE76/OEVODPERS A$ REOLRED TO FILE A NOTICE OF LATENT (401) NTH THE WATER RESOURCES CONTROL BOM (9TRC6)• PREPARE i A STiM11 RAtLR POLU1oN PfEtA.NIDN PLAN (SIPi'P) AND MONBfORNG RAIN FOR THE SRE THE NATIONAL HgLTAO CECNAROE EtRRMAiIOM stl'E1H 6 A MTONW PROGRAM TO ODTRR N0N4CINT SOME. PQ W W CARPED 81 STORM IUIER THE PROGRAM 5 eitDNNIFD NO ORMCED BY THE SLATE WATER RESOURCES OONTROL BOARD. 14. THE: LIV WENT THE MIT TO REOUI iE RAN REVISIONS, AS EEIXSSARY. 919SEM7.T M PUN APPROVAL, OUT PRIOR TO C11111PUTIM OF THE IIERMIEN S SHINN ON THESE INS. R ANY NEW STREET NPRoE NEN S HAVE SON NSTAIL9 (IT TIE CRY OR A TROD PARTY WffHII THE WMIE VORtY OF THE 0090IDITNfS PROPOSED BY THESE PULLS THAT IMPACT THE DESIGN DIMON OF FROM INTHE IMPROVEMENT FROTHESE PLANS AS ORIGNYLY MPROAU). ALL COSTS, NUA)ONG BJI NOT UN DED TO DFSCH AND ILEIOVOEM COSTS, IRO1RRID AS A RESAT OF ANY D = REt15ORS SMALL BE BONE BY THE NPIMMO TO SP09M 15, THESE PLANS ARE VAU1 FOR A FIRM HOT TD DIC® EDMEFN (I8) MONTHS FROM 0AE O APPROVAL THE I PROVOEHI SPONSOR SHALL PbAR ALL COSTS ASSOCIATED WITH UPLMTW THE PINS. DIEU 01G TUT NO UMANTI ITRED TO CFSICN PROW EH7T COSTS, M AFECI COMPLIANCE WITH MY NEW CITY %#MIAROS, OPDI OM OR LAWS AND REfAIUJONS. DUCTED OR ADOPTED BY THE CTtt OR OTHER JUR6OCTIONS WITH AJITHOMn SUOSEOEM TO THE PLAN APROMAL WE unLITIE WATER. SEWOR AND NRGAOOtt COACHE3LA VALLEY WATER DISTRICT ............ -_. (700) 398-2651 NOM ALL WADIAGE CITCIET: DOLTS AND STORM DRAMS OECIRX: IMPERIAL IRRIGATION DISTRICT ..... ............. .__ (B00) 303-7M TO BE WMAI RED ON A REGNANT IWMENMNCE BASIS BY RDA AMD/OR OEVODPER AND MAIIOLANCE OF THOSE TELEPHONE: VERIDN__............_...._...._._....._.... ......... .... (800) 483-50M ITEMS TO BE DICUID D IN RECORDATION OF GL&R GAS THE GAS GOMPANA - ----- (800) 303-7756 NOTE: ALL DPWINGE DITCHES 9IER. AND SIOFM GRANS CABLE TIME WARNER ............... .............. -,...._(760) 340-1312 ............... SHOWN HEREON ARE LOCATED WITHN 040 STREET LOTS OR OPENSPACE LOTS WHOM HAVE BEEN TES'ERAED FOR DFW44CE PURPOSES ON THE FOUL 7RACT MAP. nron..nnE Tnm T YTL rrse AB 73 REQUIRES ENTRY PERSON RA WIND TO CONDUCT DOOMIOM NOTIFY A REGIONAL NOTMATION CENTER AT HEIST TWO PRIOR TO OUVAT04 AND. IF PRACTICAL THE AREA TO BE DUVATED SMALL BE DELINEATED. A VODTUTION NUMBER WIlL BE CVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY POW OR OISCTWE MING PERMISSION TO EXCAVATE STALL BE INVALID. VERIFICATION MULARS UNDERGROUND SERVICE ALEfTT OM. IN 14 DAYS FOR BEST COWUNICATON• PERSONS PERFORMING 0=91011 SIOUID AM THE UTILITY COMPANIES AT THEJOBWE FOR MORE DOUODRWIEODRWINYOU CAN CONTRACT THE LOCAL RECANA. NIUWTIO7 com vQOO UNDERCIMND SEA ALM 227-260.0 3030 SATURN STREET. SUTE 200 BREA -CA 92621 VI TVVO WOF"M DAYS 1-(800) 227-26W BEFORE YOU OIBL UNDERGROUND UTiLMES PRIVATE ENGINEERING NOTE AL UNDE CAWUND UTLITE5 OR STRUCTLWES REPORTED BY THE OWNER OR COVE-muc-'m '.YMRRT rrm AGREES DUi N ACCORDANCE WBH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS ONUNm ARE INDICATED WRM. ACCEPTED CONSTRICTION PPACfICE3. CONSTRCCTON CONTRACTOR COWL RE P40A APPROXIMATE LOCATION AND EWIENI'. THE OWNER BY ACCEPTING YHESE. PLANS 00 PROCUMNO WON IPRWEMENTS PURSUANT THEMLRO. AGREES TO AMME LABWn AND TO NOW UNDERSIGNED HARMLESS FOR ANY MAAGES REOTx7ED TO ASSUME MOLE AND COMPLETE RESPONSIBILITY FOR JOS SITE C^ONINIONS WOO HMS COURSE OR CONSYRUCDON O THE PRMR. NHRJOINC SWM OF ALL PERSONS AND PROPERTY: THAT THIS RZOLUREMOG RENLTTND FROM EDSSENNCE OF VNDCACROU.V UPIAITES OR STRVCTUiES NOT SHAM BE MADE TO AIRY CONDNOJSLY AND NOT BE UMON 10 NOIMA EPO RTTED TO THE UNDERSIGNED. NOT NNCATEO OR SOWN ON Dc RECORDS D%AMNEO. W.E CONTRACTOR IS REOIINED TO TAME DUE WHECAOONARY WVW COhTRIIC','.41N CONTRACTOR FURTHER AW ES EO iO 4 NCURS, A DUEND, NNOEMOFY AND HOLD DESrN PROFESSIONAL NARMLESS FROM MEASURES TO PROTECT THE UTMES OR STRUCTURES SHOWN AM ANY G'HL ANY AND ALL UANUTY', REAL OR uLEGM' N CONNEECFDN WITH THE UfA1T1E5 OR SDTUCTURES FOUND AT THE ST.L ITSKYi BE CONTRACTOR'S RESPON"JBRTIY TO .•N07TY I E DINNER$ or THE U".rs OR STRUCTURES PERFORMANCE OF WORN ON TINS PROJECT. EXCEPTING LAMUTY ARISING FROM M_A' SOLE NECLMkCE OF OESTGN PW:651ONAE. CONCERNED BEFORE START= WORN, TRACT NO.33597 - MALAGA PORTION OF THE NE 1/4 OF SECTION 33, T.6 S., R. 7 E., S.B.B&M TRACT No. 32840 L1NE TRACT No. 32201 p LINE A (UN-RECORDED) 7' (UN-RECORDED)I ttIZ(SEFs 1 0 1 iWi 0f' 0W=75=s AVENUE 60 C01LN.9fs 33 i 1 r- 32 = 1.0 CIS =2.7 cfs Iaw7 0 - 6 3�ni M J 57 t a i,cfs 0 =2. 9 56 55 36 54 31 / 37 IV• - 5 30 / 38 Q1 . J � 28` ` \ S9 40 'f 27 c �41 CB 1 W=T O10 = 1.9 c 0100 =3.3 cfs CB_L2_ 010 = INDEX MAP SCALE 1-=120' SOIL'S ENGINEER CERTIFICATE THE UNDERSIGNED SOILS ENCENEER CERTIFIES THAT HE HAS RECEIVED THUS CRATING PLAN AND FOUND IT TO BE IN SUB- STAMMI COMPLIANCE WITH THE RFCWEMENDATONS COMIAINED IN THE CEOTECHMGV. OMGNNEERNG REPOT BY LANDMARK CONSULTANTS. LC REPORT NO, MPO5098, DATED MAY 18. 2005 AND UPDATE LETTER DATED AM, IS. 2007 & FEEL It. 2008, LANDMARK CONSULTANTS PLY.'. 77-M WILDCAT DRIVE PALM DESERT. .(A 92211 � Amin DATE 2 /3 S 53 4 52 5t e, w- ' w a0 ^-10 � 2 Al 25 ' 43 16 W /24 25�. \ \ 0. 0.7 /\ 44 1 �1.1 16 17 ` CB #it •W--X 0-1-0= 1.8 Is Q100 =3.0 cfs OB f12w=7' 11' 16 010 = 1.8 c s Q100 --3.0 cfs I �p3: c� )N b9ASIN ; )-466.0 =459.0 7, W= Cf =3.0 7 I_. _._ - 010 = 2. -1n0 =� 10 11 2 13 14 15 \\ ' 49. W=21' = 5.7 cf9 DRQ10 -' OP INLET 3 cfB Q100 =4.3 cfs {... 0 :1. ®0 7W ;E-A Q �D- o C8 #14, W=14' 010 = 3.9cfs " 0100=6.6cfs CB #13, W=10• 010 = 2.7cfs 0100=4.7cfs .I I? I) 1� 7 ' CITY tb W Q'�i;NTA Plan Set No. ( CONSTRUCTION NOTES & EST'MAT'ED OIIANTiTES 0 ON/M Sn STORM DRAM I MVBENT PLAN UNIT QUANTITY 1. CONSTRUCT 16 POP STORM ORAN PPE (0-LOAD - 2500) LF 676 2 CONSTRICT 24' RCP STORM DRAM PPE (0-LOAD - 2500) IF 895 3. CONSTRUCT 3T RCP STORM BRAIN PIPE (D-LOAD - 2000) ---_� IF m 4, CONSTRUCT SC RCP STORM GRAN PIPE (D-LOAD - 2000) LF 1,520 5. CONSTRUCT RETENTION BCSN ACCESS FNAO PER DETAIL ON SHEET 7 SF 1'728 6. 1 CONSTRUCT CURB INLET CATCH M% PEP. CITY STD. ONG. N0. 300 FA 4 7. CONSTRUCT CQIL91Ng10N INLfT UTEIM-BtSN PER CITY STD. M NO. 302 WITH PEDESTRIAN CRATE TYPE 2h18 PER CTIY STD. 0WG No. 31& EA 13 & crosm CT MANHOLE N0. I PER CRY STD OYG.. N0. 340 EA 14 9. COMSTRUCCT FLARED WINWRF ALL OUT STRUCTURE PER CAL -TRANS ST. D86-B AND OETAR ON SHEET 7 ._EA 3 TO. INSTALL SLOPED PROTECTION BARRIER PER APWA STD. RAN 360-1. EA 3 IT. INSTALL 6' PVC SON. 40 St0R1 DRAIN PIPE IF 40 12 COST. 24'X24' DROP INLET W/swARE CRATE (JDSFN PRFIAST PRODUCT IM424 OR MUIQ WNN PFDWRUJI RATED CRATE. EA m 3 _ 11 CONSTRUCT *MAXWELL PLUS PRIMARY SETIUNG CHAMBER PER DIET. SHT. NO. 7 EA I - - i c COAT mxt ,wx* IL PROS SEOOBURY SEIIUNG C AMEIR PER DER. SHT. ND. 7 EA 1 15. CONSIRUU T AWDON SIRUCNRE PER Cm OF U QUANTA STD DWG NO. 351 ____}._ 18. COLST. 1/4 TON IS DEEP WPRAP (NER6'F OISSIPAiOR. L=TO i6'al7_... 17. CONSTRUCT-MAXWE11 M PER MAIL ON SHEET 7. G J V CEMENT, j ALL CONCRETE MIX SHALL. BE 45M PSI CONCRETE NTTH TYPE WITH A WATER TO CEMENT RATIO OF 0.45. LEGEND/ABBREVIATION BC BEGIN OF CURVE ........... . .._..... SEVER t CORER UK _ _. WATER DO CATCH SAWN .. .. ' MIX ODIDLR V CFS C EIC FEET PER SECOND D Do rw _. ..... FROPOSCD CwInN EC END OF CURVE P>: SIREN CRTERUIWE EA EACH -.--..-- 9FAIF FPS FEET PER SECOND . , .- ..... OA71 M LN8 TO 11100 M OE ROHT_ F-WAY FL ON. Fiffem INVERT ---- TRACT BOUNDARY TO TOP OF CRATE SCREEN WALL H(ATOD RYORAUUC GRADE W.£ ((IlO YfAt) RPTANpg WALL HGLiO HYDRAHUC GRADE LINE (10 YEAR) WS WATER SURFACE .,N SCOPE (SIZE PER PUN) U.T. INTERSECTION STREETAINFACE DIRECTIONU7. LATEM -- OF fEON St. LF, STREET LINEAR FIST . sm MADE PFRCONGCE ST. SOUAE FEET FUE m PUBLIC UILM EASEMENT TOP OF CURB RETENTIORE(NovERL MINNn ROUTE) 19 MP IOW POINT HR7H POOH A PROPOSED LEMXD MDT TYR TYPICAL. Oi COSTRUCEDN NOTE ' MAX MR MAXIMUM ® STORM DRAIN IMPROVEMENT I NR NOT TO SCAT PLAN SHEET INDEX NUMBER RfW SO FOR OF WAY STORM DTWN ,. PAD ELEVATION MH NOE R.C.P. REUM CONCRETE PIPE am CUM FEDQT LOTt409m I V VROCTY (FPS) VELOCITY I (50.55) d AD m DUSTING ELMON PRw DLVADN 0 P-ma LOT Ow 218.717 LOT LDE IDFI6ON AVE KMIN E 31� 5 LOW7QIE RETDNIDN 8A9FI H C< CITED FACE AMESS RAMP PREP UNDER THE IRECDON OF- IN THE CITY OF LA OUIMA STATE OF CAUFORNA H _ gvsI C. i N C. TE rI4D Awn,[N> . M a R a E aa. lA OirtA.G4'125) ON SEE $TOi�d MO i �A', LEY . Mo P, 0 3 G H u L T : vex Psm.Ile , fTFR0VE1Bll PLAN sHlr._ -- _ ^+ r. E'AF 9-]O-M .o R.C.E. FATc reaYAl.an I PLANNERS ENGINEERS SURVEYORS I TRACT N0.33597 -MALACCA TITLE SHEET OF % SHTS APPROVED APPROVED BY: ` I f DATE., uAR sN' APPR.- DATE O m SCALE, SEE PROVE [INCH NA[[, NN��P,.[ �p yN N91T FN. OD. A WT 1n N COMGQD[ !CST PORE OF NE 114, SEC. 33. T.6S., R7E., S.B.B&M O�SIC,VED m: oRA'AN BY: T;NECHED at. 1 ANY . J . ENQ ER I s R.C.E. 45843 WIG PILL 2007 Of a �',, �' 'U . NTxxR a NOPCE ST9x AW SPN AL`EW F:OG R.T.HUGHES. CO., LLC W.O. ANTI: I t\7 \IMP}1N5\OXtT7,'E\$0- AM 3/12/08 r SOU7WAY- f MG4lNFRLY 60' Ab ft OF RAY RIW 36' CGRB i f0 CURB . 7BVTAMf 7EPA111£ ]RACY No. Ji597 ;8' 12' _-- !RAC] Na 32201 UFMAW 101 IC=€ 15tfi.,?2' rC=4r I,itCO2' -"-' •�'1S7 P071N_rER 67.0CX PIMP. P�ic'�#+TtR .... . _ ... :... BLACK WAd ac - � WALL PER lk No. J2201 AUV )Oi 2QG :. .5' CONC. 51aEli'Ax PER CaO STD. 202 L- 5• NfA1,D£R•r:C (X1 X S.-WAY '+ ,1 3Y S£PER47E AM AND PERMIT AVEJ111AE so - TYPICAL SECJ70A1 i (LOC4L STREET PER LO SM 151) L - AV!P NOR74 )' lS/W FOR IJULi N75 Na 32201 illS 1#EN ;1,;SFAi(£0 77-6 Aa0 *Xl 8£ REAID EV It REPLA.0 BY ]RACY No. 31597. € R/11 1 R/W 10' 33' .W.pr'7 OF RAY _ r01 !65' 6' 16, Tc=L' 15-0.c3.. t.. .: :.:.:.....: y.=a FS- of SID. 203 203 -�-- 33' N ERIOR _STREET - TYPICAL SECTION (PRIVArE SMEEO PARKING REVWW TO ON£ SIDE ONLY NiS 17=6 S L _ r-r ®, rrPE.0 Clue 5 GUTTER (cm OF LA OUMA STD. 205) NIS rrPE C a� one r (C/lY OT lA AUINFA STD. 203 AlDWzED) NHS P.UE 24, l6' I I1.___...._ i 6" CURd CURS O,V2Y `& CU, i'Ov PAD a& 2% IC=6 rz..N' a;1. /qay bEN, -arnm�r--•�.: __ / 15-0.26: 2.aT fig_. RUE. 28• - 20' 6'- MLDWIr 6" ^URd CURB ONi.Y .& GUr7ER !'S4`0.34' IC=€ . 2S "?AD GIVE zar f_o l8' MLV. P£R PIAV SFD 20.1''' I `SID. 201 ENTRANCE STREET A SEC7I0N (PR/VAIIE SMEM STA. 10*4aa0 TO 0-105.44 SHOWN FOR RUERENCE ONLY (LOOKING NOR7N) NIS 77=6 e R'YY £2Y ?.WfI OF WAY R/W !0' DU --?U.L 6• ; a' am ONL)' - 6 yF[ki4V CURS OAYY . PAD EIFl. i ?S ' �_€ FS+OJ4' 7L'=6 FSfQ34' 21 PAD EL[LEY.PER PUN N,7: )� ...__._ �aiz� - zaF I N7N. PER PiAN f cce AUPFAM 'T' 'lC=E fS-Q2.7' SID. 203 -� I �� SM 20.T ENTRANCE SZR7EET A SECTION (PR)ME SiREM S_TA 11+67.33 SHOWN FOR REFERENCE ONLY (LOOKING NORTH) NHS 77=d M" PAeM Ct VY MOM OR COL'AL CIM 8-1 RED/BROItfi F-PATIDEF I PAT- ! T.m ! SEALER SHUREPONJ JOLAT STh'wZRiC SEALER PE", r— A'1VGfiO' PARIEN" " '` IAHOSTAPE (SIT PAN FW. mr; I !pt50',hT PAKVOlI T C AFCHITEaTS r cam LL{.ATdN:w's " W. PLVH Fa I T1PE) PUN AW SAS EHCLYTL, t I 1• .— I' sMN w PER SEpfEJU1pIS , I ( i ACTle s . (3ii CaLti4CilONt / .t• t;I _....T.. . � ,n >� �,� >vi �✓y -4 �i : �v � ;.. � ., o�+'. IEEE COMPACTECI SURGWAIE COMPA:TEC SOBGRV)E —/ 3OITOF.LEC CCdERCTE QARO PTR salts tRt. rAfn nEPORt PER C R( MEER FTR'tN,>F"S, ICNAPE 4tECf5 (90X COM?ACibK1 REPIY71 f95x ONPACIION) tiAA' CONCRETE .BAND T o ENHANCED PAVERS E T MAE SWn FIR RrVE-PDti u^NCr mul sm 8x FOR Ruuwa cKy AAV VM PER ON Et=Mn FLM !AU NOT M am tff Rlc C5 Km TA SEM-CATAVS PUT MCAPE !RL•KW_ ARD StlIS E: 4n 90RCUM PER LMSCA K ARDM-,T A11D SMS EIA ED un Nis CONSTRUCTION NOTES AND QUANTITY EST. 01 CONSTRUCT 3 112, AC OVER G CAB (STREET) 72,320 S.F. (2 CONSTRUCT 6 CONCRETE CURB 8 GUTTER PER CITY OF LO. STD. 201 199 L.F. O CONSTRUCT 5 CONCRETE MEDIAN CURB ONLY PER CITY OF La SM. 210 260 LF. Qe CONSTRUCT 4' CONCRETE ROLLED CURB h GUTTER PER CITY OF LO. STD, 203 4,972 LF. 05 CONSTRUCT 4' CONCRETE ROLLED CURB (NO GUTTER) PER DETAIL ON SHEET 2 182 LF. © CONSTRUCT CONCRETE CURB TRANSITION PER CITY STD. 205 20 L.F. O7 Own '- EA 08 OMITTED - Eit. U CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH EASTN PER CiTY SID. 330. 19 EA. 10 CONSTRUCT CONCRETE 'BAND 'PER DETAIL ON SHEET 2. 560 L.F. 11 CONSTRUCT ENHANCED CONCRETE PAVERS PER DETAIL ON SHEET 2. 8,4DD S.F. 1© ADJUST WATER VALVE TO GRADE 21 EA 17 ADJUST SEWER MANMUE to 'MADE 12 EA. 14 ADJUST STORM DRAIN MANHOLE TO GRADE 8 EA to lot, t- t- UNDERGROUM SERVICE ALERT n ,CITYofLAC:,`F:A7� Peen Set No.1-800 t CALL TOLL FREM lZ I. �� i 227 2600 -. --'-- I 0 . TWO WORSONG DAYS R' BaaRM YOU 010 IL UNDERGROUND UTILITIES ALL WIDERa WVC UTLLR6S 04 SIROCRFRES REPORTED BE THE OWNER OR A`IIJ THOSE SHOWN ON PIE RECORDS CIAMAFD ARE M=TrD WHEN TI R.APM MIATE LOCATION AND "TEI0. THE OWNER: EY ACCMM D25E PLANS OR PROC�EWN= w IMPRO":MTS PURR.AAT THERETO, AGREES ASSUNS LOEE. Y Y40 TO HOLD wMEISrKD HARy M FOR ANY DAMAGES RESIiTRrG FROM ETISTERS OF UM00ZnR0WD UTLRRS OR STRUCTLRES ROT TO ITT tR10E.R$IGITu1. I.�OT'MUCAIED OR SHOWN ON TIE: RECORDS THE CON:.-Wl'10R 6 REOLRM TO WE PA PRfUMU UW TOFRMVTTHE LRMIES OR SIRLOWES WAN 00 MA OTHER+WY URU11E5 OR STRUCMtES FOUND d TIHE SRE. R SHALL BE CQEIRKTOR'S ' RESPONS16UIY TO NOTGY FAE OANERS OF (HE UTILITIES OR SIRUCR.RFS CONCERNED BEFORE S.ARDNO WORN. PRIVATE ENGINEERING NOTE CORSTRUCIM CONTWMA AGREES TIUT IN ACCOR_W X v GUQFALv AC,BPTEe C0161RUGRON PRAL?ICES. CONSTRUCTNIN mWRMroR wit im REOIANEC TO ASSUME SOLE AND COMPLEM.RCSPONSIE 1"' FOR = SITE CONDIPOS MP-WG THE' MRSE OR CONSTRUCTION OF TINE PROACT. INCAW*K SAFM OF ALL PERSONS AND PROPERtY: THAT TwS REOiIREMOT SMNA eE YADE' TO APPLY CONIINUWSLY AVD NOT Eli LOFTED ro MENIAL WOWNG NOUNS, Me C0STRUC•ON CONiPA'T)R FWOIGN Ar�ES TOAPPRO�D OMMI, MOEIOAFY M*! NOID # PROFESSANAI. NARMLEQ :POP AND ALL L"UN. REAL OR AULOED. IN G'ONNECRON WITH IRE PERF' RMANCE OF WVRIc ON TNS PRE, E%CEPLOO LABILITY AR6wG iRDu iME SCIE NEpIGOHLE Qi OCSL;IH PRQtS54^l1LL I e C r CY C• .,. - NS. 20576 '` E9-10-03'a Jj LT�L r 1�, 4 ELLS :PR�"UNIDER nHE HREC710N OF; fE _ t OP N0RSE S.TN No������}}���y��y� • lAgib.G�9 S G A U l T I qinTSyrrt�GT1 FAi rNm PLANNERS ENOINE E RS SURVEYORS tN THE TXPT OF to (7EA1TT0. STATE OF CAllFORNIA jOTHERS SHT._ rn Z yt ONSM STRff'TI & 9" a2 S 1 FJW WOVBENTM TRACT NO. 33597 -MALAGAREPGTrM It��CE'FF,�L,� LQ� �LLyr����G�O i•0����1 /y��U�pUFASLRES / � NM Il FSi flD 16W1111 W �. R.GE 20596 __ �:OF�SHfSEEAMINED ♦ LATE: 3p0 OSDUAU : fi7T J Frc EN 45645 SCALE: SFI ACOYE ' W 166R I�tA Dab *41 AN. 0.' A Lsm OSC.sr N SAaS.R' RT G OrJa'm) 4 D[ SW. 02WO O' LOUR'smr' M STN A:G"E -u.Tre .:mm - HaW PER. OF WE 114. SEC. 73. T.65., R.7E, SJ1.Bd:N 'S DESGNED er. ORA'NN DY: CA MWO 6Y: DATE: DEC. 2007 ioa: R.T.HUGHES, CO., L1L: W.O. NO. 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