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8088T4ht- 4 4vaum& See below for Finance Revenue Codes ENCROACHMENT PERMIT F"roFT� PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water 71 an�4,other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. U Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 8/28/2008 LOCATION OF CONSTRUCTION: CVHC Wolff Waters Place; PM 33588 Par 4; SDP 2006-857; NW Corner of Dune Palms & Ave 48 PURPOSE OF CONSTRUCTION: Install Interim Off -Site Storm Drain Improvements DESCRIPTION OF CONSTRUCTION: PSN 08093 DIMENSION OF INSTALLATION OR REMOVAL: See Approved Plans APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/8/2008 TIME OF COMPLETION: ESTIMATED CONSTRUCTION COST: $413,299 (Including removal of all obstruction, materials, and permanent resurfacing and/or replacing improvements) COMMENTS Work Within CVWD Easement Requires Separate Permit From CVWD In consideration of the granting of this permit, the applicant hereby agrees to: mg, comVac w as DEC 19 2008 Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or 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 1:30 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 r nd regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this Signature of Applicant or Agent Brian Peulicke - Coachella Valley Housing Coalition 45701 Monroe Street, Indio, CA 92201 760-347-3157 Name of Applicant Business Address Telephone No Tri-Star Contracting 15501 Little Morongo Rd., Desert Hot Springs, CA 92240 760-251-5454 / 2 SD 3 184(% Name of Contractor and Job Foreman Business Address Telephone No. 475515 Contractor's License Number 762 City Business License No Lexington Insurance Company 9929179 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $12,399.00 Permit Fee E_1 $100.00 As -Built Deposit E=A $1,000.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $13,499.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 8088 DATE ISSUED: Pec, . fi / 200 S EXPIRATION DAT : 100 BY: WORK INSPECTED BY": PERMIT COMPLETION DATE": If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. Rug 28 2008 9:02AM Coachella Valley Housing 7GO3470058 p.2 T4t!fl 4 4Qdrw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: a --2b-2,mc:,a 1�ract o 33sg� ;OP'1-0 Vicinity:D'�. Description of Construction (Ex: See Plan Set No. 01234) Q�tSer 66093 Dimension .f Installation or RernovaL f's^ ° - -- -" �� Plus d Approximate Construction Start Date: Ck Approximate Construction Completion Date: °t 1-1 j2zob Estimated Construction Cost: S e,qa� 1 1 3 aqq Estimated Consuuetim Cost shall include the removat RaU abstwtions. materials, and debris, back -fining, compw tpn and Placing Pcn—aent resurfacing and or replacing improvements Contact Name: a +(-�y�t �� Phone Number:. S-1 S —$9 2b Name of Applicant/Owner: Applicant Address: "1 b ( ►� c�,,z S-r I N �� e Applicant Telephone Number: 'i Name of Contractor: Q_I . S rr- ln- C-Z,.,, rLpc-r Contractor Address: SSA i K oa-a"SG e 2s. Contractor Telephone Number: motto rest ,�' ZqD Contractor State License Number: A —IS 5 M: Developfuluilt Contractor City Business License Number: ► A COPY. OF THE CURRENT INORMCF CERTIFICATE MUST BE PROVMIED Applicant or Contractor Genttral Liability Insurance Company: 2�1(�q- Y15urn�lCo � a h u4j 0%4 r Applicant or Contractor enerkt Liability Insurance Policy Number: r- . Offlee Use Only: inspection Fee: I ,� 3 9 Permit Fee: too As -Quilt Deposit: t O n0 Dust Control G� Deposit: Credit TOTAL FEE DUE. office Lase Only: Asslgrwd Permit Ntunbcr Approval Date: V (� Expiration 1btc: Issue Date: - --Addinistrative•Authority. 1 :D Services z Aug 28 2008 9:02AM Coachella'Valley Housing 7603470058 p.l /Coachella • • Coalition I:hx To: • Amy Yu Fax: 777-7155 From: Brian Peulicke Pages: 2, incl. cover Phone: Date: 8/28/2008 Re: Plan set 08093 CC: ❑ Urgent O For Review O Please Comment El Please Reply ❑ Please Recycle • Comments: Application attached. Call with any questions. (760) 578-8926 Thanks, -� OUTSTANDING BOND REPORT Name: Dune Palms Neighborhood (Coachella Valley Housing Coalition (CVHC) ' SDP No.. 2006-857 (part of Parcel Map 33588) Date of Contract: No SIA Required Bond Amounts: PM 10 $ 35,600 Grading $375,.970 Bond Company: None Outstanding Bonds: Amount: Bond No.. Date Cancelled/Released: $ 35,600 Cash deposit in Finance $375,970 (P) 727658S CVHC Dune Palms Neighborhood Interim Offsite Storm Drain Cost Estimate September 4, 2008 11OffgSteS°tromDranYmro�iemPlans : Job No. 1786 Cityof La Quinta DESCRI4T,l.61V �::'MR22 . UNIT tI_IV`I:TfCOST .A-,';COST Install 24" RCP Storm Drain. D-Load 2000 770 LF $150.00 $115,500.00 Install 36" RCP Storm Drain. D-Load 1800 192 LF $180.00 $34,560.00 Install 18" RCP Storm Drain. D-Load 2000 109 LF $120.00 $13,080.00 Proposed Curb Inlet Catch Basin 2 EA $5,000.00 $10,000.00 Construct Manhole No. 1 1 EA $7,000.00 $7,000.00 Construct Manhole No. 2 2 EA $7,000.00 $14,000.00 Construct Junction Structure No. 2 1 EA $5,000.00 $5,000.00 Install Sand Bag and Fiber Roll Barrier at each Catch Basin 2 EA $5,000.00 $10,000.00 Construct Timber Bulkhead 5 EA $2,000.00 $10,000.00 Existing Utility To Be Relocated by Owner 1.5' clear of SD 6 EA $5,000.00 $30,000.00 Install Concrete Backfill 146 LF $20.00 $2,920.00 Contractor To Remove And Replace Existing Asphalt as necessary 5,954 SF $10.00 $59,540.00 Contractor To Remove And Replace Existing Curb and Gutter as necessary 16 LF $20.00 $320.00 Install Manhole Lid And Frame 2 EA $500.00 $1,000.00 Preserve or Replace Existing Survey Monument 2 EA $2,000.00 $4,000.00 Install Manhole Bolted Lid And Frame 1 EA $500.00 $500.00 Contractor to Remove Existing Asphalt as Necessary for Storm Drain Installation 1,458 SF $2.00 $2,916.00 Construct Concrete Connector Pipe Collar 1 EA $1,000.00 $1,000.00 Install 6" PVC Sch. 4.0 Storm Drain Pipe 14 LF $20.00 $280.00 Install 8" HDPE Storm Drain Pie 60 LF $30.00 $1,800.00 Install 24 x 36 Jensen Precast Drain Inlet 1 EA $1,000.00 $1,000.00 Install Maxwell Plus Drainage System 1 EA $20,000.00 $20,000.00 >.. a '��` '- SubotalofOffSiteStormDrainPlans"'$344`41600; 15% contingency $51,552.40 Total of Offsite Storm Drain Plans $396,078.40 rA The above cost estimate does not include raw land, legal fees, agency permits and fees, professional engineering fees, construction phasing, bonds, financing/carrying costs, construction staking, soils testing, accounting and construction management. MSA Consulting, Inc. makes no representation concerning the estimated quantities and cost figures other than that all such figures are estimates only and the Engineer shall A�I,3 l VvOFESS/4q N. DE Lq rod F'yG' CO Jv 99 Z w C43880 `� m CC , Exp. —3 — 0 9 M F OF CAS-X-FO 1 of 1 34200 BOB HOPE DRIvE a RANCHO MIRAGE 0 CALIFORNIA 0 92270 P.O. Boa 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 December 15, 2008 Brian Peulicke Coachella Valley Housing Coalition 45-701 Monroe Street, Suite G Indio, CA 92201 Dear Mr. Peulicke: (760) 777-7000 FAX (760) 777-7101 have received your -letter dated December 10, 2008. requesting permission to work outside of the construction hours established by La Quinta Municipal Code Section 6.08.050 for SDP 2006-857, Wolff Waters Place, off -site storm drain and street improvements. Wolff Waters Place is located in the northwest corner of Dune Palms Road and 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 need to complete the off -site storm drain and street improvements as quickly as possible to minimize 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 the off -site storm drain and street work performed for SDP 2006-857, Wolff Waters Place, .from January 5, 2009 to February 27, .2009, excluding the holiday on January 19, 2009. 2. Work hours shall start from 6:00 a.m. to 8:00 p.m. to allow for an extended work day on January 5, 2009 through February 27, -2009. All lanes. shall be opened no later than 8:00 p.m. on February 27, 2009. 3.• The work allowed under this early work permit is limited to the off - site storm drain and street improvements for SDP 2006-857, Wolff Waters Place. T:\STAFF\Yu\Night Work\CVHC Extended Work Hours Approval Letter 12-2-08.doc 4. The owner/developer must post message boards to advice the.public of said improvements forty-eight (48) hours prior to the commencing of the aforementioned improvements. 5. This, permit shall be revoked upon receipt by the Public Works Department of any citizen complaint of construction noise occurring during the extended hours granted by this early work permit, or upon violation of any condition of this early work permit. All work'not specifically included in the terms of this early work permit shall be performed only .during Code -established construction hours or by a separately issued early work permit. Sincerely, , "4'e Thomas P. Genovese City Manager cc: Timothy R. Jonasson, Public. Works Director/City Engineer Tom Hartung, Building & Safety Director Bryan McKinney, Engineering Services Principal Engineer La Quinta Police Department Dorian Cooley, Fire Department T:\STAFRYu\Night Work\CVHC Extended Work Hours Approval Letter 12-2-08.doc 5 OF �ti TO: Thomas P. Genovese, City Manager FROM: Bryan McKinney, Engineering Services Principal Engineer* VIA: Aimothy R. Jonasson; Public Works Director/City Engineer RE: Request from Coachella Valley Housing Coalition to Work Outside of the Code -established Construction Hours on Avenue 48 and Dune Palms Road. DATE: December 15, 2008 Attached for your signature is a letter authorizing Coachella Valley Housing Coalition to work outside of the construction hours from 6:00 a.m. to 8:00 p.m. on January 5, 2009 through February 27, 2009 (excluding President's, Day) to perform off -site storm drain and street improvements. The work will be on Dune Palms Road and on Avenue 48 -for the Wolff Waters. Place project. The proposed trafficcontrol plan is attached for your review. It is necessary to complete tHe. off -site storm drain and street improvements as quickly as possible to minimize traffic. congestion in the school areas. This would also allow the contractor to more quickly, get the project site into a condition to once again safely allow traffic through. If this request is approved., please sign, the attached approval letter and return -to Public Works for final distribution, Please do not hesitate to contact me. if you have any questions or require further clarification. TASTAFFMNNight Work\CVHC Extended Work Hours Request to Tom G 12-15.08.doc ANNIVERSARY Coachella Valley Housing Coalition 1982-2007 December 10, 2008 Tim Jonasson, Director of Public Works City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 RE: Request Extended Work Hours Dear Mr. Jonasson: 45-701 Monroe Street, Suite G, Indio, CA 92201 TEL: (760) 347-3157 FAX: (760) 342-6466 REED DEC 11 2008 Development Servr ces Coachella Valley Housing Coalition is requesting permission to work extended hours during the construction of the off site storm drain and street improvements for our project. This work will require us to severely restrict traffic flow at the intersection of Dune Palms Road and Ave. 48 and temporarily block the southernmost driveway of Desert Sands Unified School District. We would like to begin the morning of January 51h, 2009 and continue daily until the work is complete. We plan to work from 6 am until 8 pm each day in an effort to complete the work faster. The work is anticipated to take up to 4 weeks for the storm drain and an additional 3 weeks for the street improvements. We will work diligently to conclude our work as quickly as possible. Work will be complete no later than February 27th, 2009. We will be using Tops and Barricades for traffic control and they will make sure that signage will be up notifying the public of the construction work. We have discussed our plan with DSUSD and the Watercolors development will be notified as well, in our effort to be good neighbors. We thank you in advance for your consideration of our request. We appreciate .the City's assistance and cooperation as we build this much needed project. Feel free to contact me with any questions or concerns at (760) 578-8926. Sinc Brian eulicke Land Development and Construction Manager Coachella Valley Housing Coalition www.cvhc.orQ Amy Yu From: Ed Wimmer Sent: Friday, June 27, 2008 4:37 PM To: Amy Yu Subject: FW: 1786 Dune Palms Neighborhood Offsite Storm Drain approval -Parcel 33588 NPDES MS4 Requirements HI Amy, CVHC will be revising their plan to make the work associated with the NPDES (Storm Channel) "Not A Part." We can then issue them a permit for the rest of the storm drain work. Thanks, Ed -----Original Message ----- From: Ed Wimmer To: Doug Evans CC: Tim Jonasson; Les Johnson Sent: Fri Jun 27 09:03:43 2008 Subject: RE: 1786 Dune Palms Neighborhood Offsite Storm brain approval -Parcel 33588 NPDES MS4 Requirements HI Doug, I've talked to'Brian and we've already solved this: They will remove the NPDES related work from their permit application (make it "Not A Part."). This will allow them to do all of the remaining work while the Channel issues are sorted out. Brian thought he could have something in to us very quickly. Thanks, Ed Ed Wimmer, P.E. Public Works Department Development Services Phone: (760) 777-7075 Fax: (7,60) 777-7155 Our Mission ... to enhance the quality of life in the City of La Quinta by providing world class customer care and the highest quality design, construction & maintenance of public & private projects that respect the natural .beauty of the City. U Please consider the environment before printing this email. CONFIDENTIALITY NOTICE: This E-mail (including attachments) is covered by the Electronic Communications Privacy Act, 18 U.S.C. §§§§ 2510-2521, is confidential and may be legally privileged. If you are not the intended recipient, you are hereby notified that any retention, dissemination, distribution, or copying of this communication is strictly prohibited. Please reply to the sender, (760) 777-7088, that you have received the message in error, then delete it. Thank you very much for your cooperation. -----Original Message ----- From: Doug Evans Sent: Friday, June 27, 2008 8:51 AM To: Ed Wimmer Cc: Tim Jonasson; Les Johnson a Q a 3 0 0 0 .0 VICINITY MAP NOT TO SCALE -LS 6687-. FLUSH ACCEPTED AS HF INTERSECTION ADAMS AND AVE 47 PER PMB 193/85-87 PER ROS 113/74 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31311 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST 114 OF SECTION 29, TOWNSHIP 5 SOUTH RANGE 7 EAST, S.B.M. W $ W DESIGN DEVELOPMENT, INC. SCALE 121 1 uu' 0 T OBER,<, zuv4 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF ADAMS STREET, BEING NOO20'08'1% PER P.M.B. 193/86-87 FD 1' IP TAGGED RCE 26401 , FLUSH SHEET 3 4')F� SHEETS J CITY of LA QUINTA Plan Set No. GRAPHIC SCALE OSolS 6 do 160 260 (aFEET) 1 Inch — 100 I' FD 1' IP TAGGED LS 6890 , FLUSH io Terrrn PER PMB 193/85-87 EASEMENT NOTES: PER1 ROS 113/74 p[un-2@529-1 PER PMB 193/85-87 \ ® A RETENTION BASIN EASM NT IN FAVOR OF CVMD PER INSTRUMENT NO. 1999-482504 O.R. LOT "jj" ® A DRIVEWAY AND PIPELINE EASEMENT IN FAVOR OF N 89'51'54' W 872.17' CVWD PER INSTMJMENT AO. 1999--482509 O.R. A 20r P.U.E. TO STAMCO PER INSTI W ME NT ® N0' 1995-283233 REC �29-95 LOT - SIGN � F SPRING + --- (PRIVATE STREET)+ ---- -� LOT ---- r E' -- - i- ® ECC/v MEASEM04T�-44 "PP" i Fn, I I �l PER 78 69 68 61 60 53 52 43 42 ENGINEER'S NOTES: WELL SITE; I I I I 1 A INDICATES SET OOPPERMi1D FLUSH STAMPED 'RCE 26662' i 80 77 70 67 62 59 54 51 44 41 O INDICATES SET 1- I.P. FWSH W/ TAG STAMPW -MX 2888Y. LOT 84 INDICATES FOUND MONUMENT AS NOTED. "MM" I ` et 76 r 66 63 58 55 50 45 40 1 ( ) — INDICATES RECORD DATA PER PARCEL MAP NO. 28525--1. MB 193/86--87 0 1p 8 1 ( INDIrATES RECORD DATA RECORD OF SURVEY. MO 113/74 O o � 82 75 72 65 56 49 48 39 1 PUE - INDICATES PU81JC UTILITY EASEMENT � to LOT R+M - INDICATES RECORD AND MEASURED DATA 88 87 36 I "NN" >U11A INDICATES RESRICim, ACCESS t. I I 83 74 73 64 57 48 1 47 38 1 THIS TRACT CONTAINS 19.51 ACRES GROSS CONSISTING OF LOTS i THROUGH 149 INCHUSIVE AND LOTS 'A' THROUGH OC' INCLUSIVE 3 3 ; — — — — — — — — — — — — — — — i J pG1G3C M XL P 209204 PIE 0 � 9) 0/ o 19- o `7 IN 89'51'38' W 1060.00'1 - - N 89'51'43' W 1059.8Y - - CID _ ROSE DAWN LOT D O �, 89 9031 I (PRIVATE STREET) 0.0 0 , M 149 148 147 146 145 37 36 35 34 33 1 94 93 --H I 140 141 142 143 144 1 1. 1 28 29 30 3132 FD 1' IP TAGGED 26401 ,FLUSH 95 98 97— PER ROS 113/74 _ N 8951'43' I00 99 98 to 1 13s 138 137 136 135 1 I 27 28 25 24 23 I Imo) I _ . 1 1--' I 130 131 132 133 134 1 I 18 19 20 21 22 1 r i- f° ao 101 102 103 1 IW � — — Y� 106 105 10i I� i 129 128 127 IN; 1 125 i to 17 16 15 14 13. w 120 121 122 123 1W 124 i 0 w > I 6 7 12 I I ZW w - 3 I i 107 108 109 " I U - 5 8 1 Z i 2 11 N89'51 43 W 178.53 QI I Q 118 118 117 .116 115 I 1 I I 1 4 10 LOT "H-I" I l 110 111 112 t 113 114 I 1 I l ' G 8 O — -- V E ECTTO.1 IVATE STR� a C L REFLECTION LO B N8919 24 1 m J1 N (PRIVATE STREET) _ /' 147.32 1 W---------- ----- LOT "A- r - - EXIST N44'49'57'W a LOT I Q $ WELL SITE, 1999 " 825 M3 "o' 32.24' g LOT "LL" „OO„ �� LOT "KK" 1 _ � NAP I 20OV '48'W 20 00 30 29 31 32 FD 1-1 4' BRASS DI! LS 668 ACCEPTED PER PMB 193/85-87 N 873- W - - - --------------N89'19'24'1Ar--_- _---759.76`----------- - - - - - - - - - - - - - - - - - ----- ----N 8'24 9'19' W- + I 1596 20' _ - OF SECTION 29 AVENUE 48 ------ N 4' -- - -----710.49' ---- --- _1QL"LG----- ---- ---- —awl --- i 1049. PER PMB 193/85-87 89'19'2g'W, 149.69 - - - - rr M Y% City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 8088 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures. encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A "* ) inches of A.C. paving placed on ( *" N/A "* ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( "* N/A ** ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %') 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 (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 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.8088 CVHC Wolff Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection. during the actual work performed. 3. The work within the Coachella Valley Water District (CVWD) Easement is not a part of this permit. The permittee is responsible for obtaining approval and a valid separate permit from CVWD if any of the work extend into CVWD right of way. 4. 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. 5. 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. The following items (but not limited too) are requested at or prior to the preconstruction meeting: a. Traffic Control Plan b. Schedule of the Construction Activities c. Contractor constructing the improvements and owners representative 6. Coachella Valley Housine Coalition Brian Peulicke) and Tri Star Constractine, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: May 1 st to September 30 Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 P.M. Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Special Conditions Page I of 7 N PERMIT NO.8088 CVHC Wolff Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 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 (i.e. any 4 lane street) before 8:00 a.m. 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after.9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 10. 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. 11. 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. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. 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. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with 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. Special Conditions Page 2 of 7 PERMIT NO.8088 CVHG Wolff Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 16. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 17. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the 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. 18. The issuance of this permit and the City, approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 19. The permittee is responsible for obtaining a valid separate permit from the California Department of. Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans right of way. 20. 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 21. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 22. 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. Special Conditions Page 3 of 7 PERMIT NO.8088 CVHC Wolff Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 23. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 24. The permittee shall haul all offsite debris to a certified landfill. Prior to,hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 25. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 26. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 27. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 28. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed.herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 4 of 7 PERMIT NO.8088 CVHC Wolff. Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 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. 29. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not- greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the. next day, provided that this length of trench is completely covered by steel plating. 30. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 31. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 5 of 7 PERMIT NO.8088 CVHC Wolff Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 32. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. , For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 6 of 7 PERMIT NO.8088 CVHC Wolff Waters Place / Install Interim Off -Site Storm Drain Improvments / PM 33588 Par 4; SDP 2006-857; Dune Palms and Avenue 48 33. 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. 34. 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. 35. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 36. 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. 37. 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 7 of 7 ;rFY ---- r. Cm w P. .... DIM em STATE OF CALIFORNIA w_v" i I IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, 'fm WAITING I "ILI:s AVdiUr. PARCEL 4 OF PARCEL MAP NO. 33586 CVHC DUNE PALMS NEIGHBORHOOD 'YAQE? ` Slow. amps, 0 0 INTERIM OFFSITE STORM DRAIN IMPROVEMENT PLANS PROF. I'M Cam �*T :A HYDRAULIC GRACE ME Opo= Savo MAIM Cm'OF LA allVrA SITE PROPOSED "Tom "N FREE HYDRANT ASSOQLY VICINITY MAP C4 CATE VALVE OR BUTTERFLY VALVE OOSTING WATER MAN ABBREVIATIONS S_ eaw SEWER , - casnwo GAS FAST NORTH SM14SIMENT * IT, EX EXIS NO T -*,*, CaStIAR) 11115110"E SOUTH WEST FIR FIRE HYORW Go GRADE swm ..... -PR-. OUSTING CIZLVW CaSTING IRRIGNIT" NORTHEAST NORTHWEST GV rAn VALVE W HE HORIZONTAL WATER SERVICE SOUTHEAST SOUTHWEST w RwORT y LINE jK4_ SEWER LITERAL AIRIVADAN REU AIR VACUUM uT. LATERAL FEET ocitcromt Cmm ASSEIABLY ac BECIANING OF CURVE LF. UNEAL MH WANHOLE o PROPOSED CLEM GUE am GEAH CURB FETURW H.T.S. NOT TO 5GLE O PROPOSED MANHOLE END BLOR-BIT BU BUTTERFLY VALW P/L PROPERTY LINE POC POINT OF COMPOUAID 065M PROPOSED WATER SERVICE WIN BACKIFLOW DEVICE CURVE PA CENTIERUNE Poe POINT ON CUIRYE C`te-0 ASK: PONT OF RV43M CUM RMICIER VALVE AND &OW A=48LY PROPOSED REDUCER C&C CURB AND BUFFER CIO CATCH IIAS'N PROP PROPOSED PLC PUBIC UTILITY CkSIEMEXT PROPOSED STORM MAIN MMIHOILE BOUNDARY CO CLEAN MR DEPTH IT RIGHT OF IkAY SOIDNALK CIENTERLINE DER. DEFLECTION DIDUCTILE om SF.R. SER.CE M**Q*Oft SWP SEINER PHASE UNr D.C. DRAWAC TUN TOP OF MANHOLE mmm TYP. T`P`GA` ON/COUNTY LIMITS BOUNDARY CITY DRT%VKAY G. C101 EC END OF CURVE 1cp MTRWXD CLAY PIPE Vol VERTICAL PMEMIXT AM TO BE TREVINO) AND REPLACED PAVENT AMA TO BE RDAD6RD AM REPLACED ECR DID CURB RETURN we WET aqw L m 'It W-gm STREET mRCRNE'T ftHS "GE a EP OF = W'p "" CLUAMY ESTIMA CIO NSTR UC3 NOTE (MAR PERIOT PURPOSES ONLY) GINSTALL 24" RCP STORM OFAIL O-LOW 2000. CASE RE BACKFILL PER LOS ANGELES COUNTY FLOOD CONTROL DISTRICT BID. DWG. 2-01". 7" LF OINSTALL 36' R STORM DDRAM.D-LOAD IWO. CASE M EMCKFILL PER FLOOD BID. DRAG. 2-01". I92 LF LOS MCOJES COUNTY CONTROL DISTRICY INSTALL 16- RCP STORM WAN. OUCAO 2000, CASE . BACKFILL PER LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STD. DWG. 2-DI TJ 109 LF OPROPOSED CURS THEM CATCH BASIN NO I PUT CITY OF LA CURXTA STD. FOR CONSIRLAcTlow OETXLS) CA INC. NO, 300. (SEE OFFSTM STREET KARS O COMSTR=MAXHOUC NO I PER RIVERSIDE COUNTY FUDGE) CONTROL SM OWGI MN 7AA CONSTRUCT MANHOUE NO. = FLOW --I U "23pp1A0E CONTROL SM DWO. MH 2 YG ULT[PUE PIPES REA, 'C�Y!"AX11"�TA!W)'_=2 _"2 CA O COR7AU Lq.jUImCFON STRUCTURE 0. 2 PER RIVERSOE COUNTY FLOOD 00" D.C. is 227 I I!A OB cwmAcTaR To pm" SANG BAD AND FIBER Rou. BARRIER AT CATCH Emsm PER CATCH BASIN TEMPORARY BARRIER DETAILS ON SHM !k EA 12� CONSTRUCT TIVOCIR BULKHEAD PER RNERSIDE COUNTY FLOW CONTROL SIT) ORD M CA 0 EXISTING UTILITY TO BE RELOCATED BY OWNER TO BE I.W OLEAR OF STOW DRAIN PRIOR 10 STOW DRAIN EA 0 INSTALL CONCRETE BNCKFOA PER LOS AHCOUES FLOOD CONTROL OffrRICT SM. CRIC, 2-01". CONCRETE STULL IM- 420-C- 146 OF GO. 0 coNTPAcroR To REMOVEAND RokAcE casnNG ASPHALT As NVICESSAW PER LA OUWA CITY STD. O*r. WD A.W.L.SF 0 CONTRACTOR TO REMOVE AND REPLACE CURB AND GUTTER AS NECESSARY PER LA CRANIA CITY SM DWC. ZOI.- is LI, N&ALI,�� TA -25" GRAJe)p AND FRAMECO�� 0 BE BOLTED AHO R-FIQP�FPV -2 CA 0 ,M- 1C PRESERVE OR RFPIACE rff_.W4OX_rr 2 U01, UISTALL.V*QjUD.AND PALIE PER Hamm CATALOG NO. R-,� qjaLj) STSHEET 5 1 U COWTIL&CFOR TO RIEMGIE DOMING ASPHALT AS NECESSARY FOR SKIjOkM. INSTALLATION (FOR RE -PAYING SEE OFF -SITE STREET U&PROVIDUE ft 1.4w SF CONSTRUCT OWACMYEL COMADECTOR, PIPE DOLLAR PER RAVERSRE COUNTY FLOOD CONTROL SM OWC. NO 80.1 19 INSTALL r PVC SDI. 40 STOW GRAIN FI I IEA 14 LF 0 INSTALL B.HDPE STORM WAN - I 0 INSTAL24 136' JENSEX PRINIAM DRAM IRLET PLUS DRAINAGE 0 111 TRAFFIC RAIED FRAIME AM C= PER OETA& ON STREET 4 INSTALL M`xWI31. EA CA NOTE TO CONTRACTOR, QUANTITY ESTIMATE 7 WSA CONSULTING INC. MAKES NO REPRESENTATION CONCERNTHC THE ESTIMATED QUANTITIES ON THEM PLANS. EXCEPT THAT ALL SUCH FIGURE MMUDD4 AM DAITINNORK 014MMICS. ME PRCUAaNAR` ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SMALL BE THE CONTRACTINTS RESPOI0OJiY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CON511I OR COST PURPOSES NSA COxSLftnNG WC StALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED OUANITTIES AND ACTUAL OUMITITICS AT THE TIME OF CONISTRUCY", TVA WATER COACHaLA VALLEY MTM DISTRAIT g6D -26'1 SEWER CWZIELLA VALILY "TER DISTRICT oj 2_2.3 ELECTRIC IMPERIAL IRRIGATION CAS THE CAS COMPANY TOEPI40KE VERZON 800 800 427- 483- CABLE T.V. ME WARNER CABLE 760 340-13;2 dtRIGATION COACHELLA VALLEY WATER OISMWT 780 398-2651 us. UNDERGROUND SERVICE ALERT 227-2600 DUE CARE WAS TAKEN IN PRO-ARATION OF THUS WORW NOR THE COIJPLETEAESS OF THE W0qMATICIt. THE LOC ONLY THE CONTRACTOR SMALL DETERMINE- THE DLACT U THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FC AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. T PRIOR M CONSTRUCTION AND SMALL VERIFY THEIR HM UNKNONN UTRAIES OR UWNDWH STRUCIFURES AM FOUR NOTIFIED OF SUCH CONDITION At OHM WA COMSULIN COMPLETE AM WORK, INCLUDING REPAIRS REQURED. IN DIUCOMY THE COMPLETION OF SAID WOM ANY OtSCRFPAHCY BETWEEN THE PLANS AND FEW SHAL stAu. NOTIFY USA CONSULTbM INC. PRIOR TO P1111401.11 CONTRACTOR SHALL BEGN CONSTRUCTION AFTER REVS* DigiSafely DIG ALERT DIAL TOLL FREE -zn-1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU BIG REVISIONS ' BROUGHT TO THE AT"Dit)OK OF NSA CONS&TING, ING. THE CONTRACTOR iF RECIESSASN', USA CONSULTING, INC. SMALL REVISE THE PUNS. I'M ARE APPROVED, A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER O` SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. OUTLET IN EVACUATION CHANNEL WITHIN THE SOUTHEAST 1/4, OF THE SOUTHWEST 1/4, OF THE SOUTHWEST 1/4, OF THE SOUTHEAST 1/4, OF SECTION R TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR, COACHELLA VALLEY HOUSING COALITION 46-701 MONROE STREET, SUITE G INDIO, CA ,9 $?01 *AD, (760) 34 IT 167 IQ 1 T N. NOTE TO CONTRACTOR, SITE CONDITIONS CONTRACTOR AGATES TO ASSUME SOLE AND COMPLETE RESPONSIBLY FOR THE J08 SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INOLUC= THE SAFETY OF KL PEF-'XM AM PROPERTY. THIS RDOUIROCENT APPIUM CONTINUOUSLY AM IS NOT UNITED TO NORMAL WORKING HOURS. THE CDNtRAICIGR ALSO AGREES TO DEFEND, INDEMNIFF AND HOLD THE OWNER AND THE MSA CONSULTING, INC..kAR%kCSS FROM ANY AM ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CCCEPIUAG MR LIABILITY ARISING FROM THE SOLE NECUGDRX OF THE OWNER OR MSA CONSULTIMD. INC. BARA OF BEARING SOUTHERLY LAIE OF THE sovmwcsr CUwrER or SECTION 29, TOWNSHIP F,om= 5 SOUTH. RANGE 7 EAST. SBA- ALSO BUNG DIE CENTERLAX OF AVENGE 4& AS MOW ON PARCEL WP ND. 335511, ON FILE 0 BOOK 214. PAGES 24 THROUGH 27. INCLUSIVE OF PARCEL MAM RECORDS OF RIVERSIDE COLINIRTY tMON AS m awl9*24'* APPMW ]_ DATE MSA CONSULTING, INC PLAmxm e Crim EmoDmmw* a LJow Snvzym E34200 BOB Hope Dim mAjumcito MDRAm . CA 92270 4A ID TBDJEumRoNB (760),320-M -.PAX (760) 323-7893 1 CVIM WCU.SrrE POMETER M:)C- WALL C"W3 WELLSITE RETENTION BASIN CARCXTY OF 11.107 GALLONS OR I.Aks CUBIC FEET. SHEET INDEX 0' 100' 200' 300' 4W SCALE 1*-100' (43R PD-102-70 I ELEV. REAR THE THIERSECTION OF �'ASHUICTOH ST & 00. t 5 3150 WEST ON A�F SM 48 NORTH OF CUM IF scum or PP frzam SHEET INDEX SHEET SHEET SHEET I" 9;79.70 TO *.00 SHE 104 13+00.00 TO 17.69.07 AND LATERAL. 19�8 10+00.00 TO IO+OGm SHEET 4 ______JATOUI1 10A-A IO+ODUDO TO I t+20.73 SHEET . SKEET SHEET A EFCDOI DETAILS SHEET 831c*, E.C4��: " r. 2008 4, EASEMENT INFO cvim usoKm IV By Riuht. RACKb_d DISTRUMM #44-655-175 AAA BY APPROVED bT�OLOW on7w , P� GENERAL NOTES 1. ALL WOW smAiJ, W ocHTE IN Ac will -CST MMDN.CF DIE STANDARD PLANS OF THE CITY OF LA OURNIA 00 LATEST FOCCON Of W.SIANIIAIRD SPECWWA704 MR PUBLIC WORKS CONSTRUCTION, 2. ff MALL Or PIE RESPORSIBAXY OF TIC &VIODPWOWNIM OR CONTRACTOR TO APPLY TO THE CITY OF U OURNIA PURUIC WORKS DEPARTMENT FOR ME NECESSARY PaRmns AND M RE RESPONSIBLE MR SATISFACTORY COMPLIANCE FOR ALL CURRENT CRAROHMEREALREDULA11M DURM THE UFE OF AC%�THIS PERMITS MAY BE RODUM Or%FOEY=Ca!�� APPLY TO THE CALIFORNIA 3. CDNSTMX� IT SHALL wAjRTuEVr OF TRANSPORTATION (CALTRANS) MR AN ENCROACHWERF PMW ;W ALL WORK PERFORMED WtTHUI THE STATE RIGHT -WAY 4. THE: CONTRACTOR SHALL OBTAIN ALL PERMITS AS REOLARED BY THE CITY OF LA OUIXTA OR OTHER CM000" AGEN= 5. W CONTRACTOR MuJi, NUFFIT.THE CITY PUMX WORKS DEPARTMENT 4a IMURS PRIOR, TO ANY GRADING. BRUSHING. OR CLEARING AND EACH PHASE OF CONSTRUcno" AT (760) M-7076 AND 4a HOURS PRIOR TO REOUIRUG UISPECTKIW� 6. THE LOCAT06 OF DOSING UNDERGROUND UTILITIES ARE SHOWN 94 AN APPROXIMATE WAY ONLY THE 7. THE CONTRACTOR RjSFOR THE ROOM. REPLACEMENT. OR RELOCATION OF ALI. REGULATORY WARNING 00 CUTCE SIGWI THE CITY OMECR SHALL APPROVE ALL STREET WANE SIGW, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING LECIENES, NO PAVIENENT WRIDOM TYPE AND LOCATION. 2. THE CONTRACTOR SHALL NOT OWM On" SLOOEY MONUMENTS OR BENCH WRIS NOTED ON THE PLAACL OR FOUND DURING CONISTRUCTICM REMOVAL AND REPACIEWINT SMALL. BE DONE BY A REOMOtED GIM ENDDREER WITH MR) R.C.E NUMBER SEWN 33,10ft OR A LICENSED LAND SURVIEYOR ONLY. to. CONSTRUCTION OPERATIONS AHO MAINTENANCE OF EOUpMO4T *" ONE KALF MILE OF HUMAN OCCUPANCY SHALL BE PER Chly DURING THE TIME PEOM AS FOLLOW- OCTOBER I ST 70 APRIL 3OTH, MORDAY-FRIDAY 7,00�Ahl TO &.30 PM SATURDAY &00 W TO'5703 PM MAY ISM To SO-EDABOR 300t MONDAY-IFFILDAY &IDO AM TO 7:00 PU SATURDAY &-OD AM TO 5.00 PM WORK SKAL. BE PROHIBITED AlFf TIME ON SUNDAYS OR 09 TEDIUM HOLIDAY& 11, ALL MvMM WAYS MUST BE CLEARED DAILY OF ALL GIRT, MUD, AND Ocam OEPOSITED ON THEM AS A RESULT OF THE CRACOW, OPERATION. CLEANING IS TO BE DONE TO THE SA OF THE CITY D40SEEP 12. ALL. CONSTRUCTION AREAS SMALL BE PROPERLY POSTED AND UOHIED N CONFORMANCE WITH THE STATE MANUAL. Or WARNING SODA LIGHTS, AND OEVZES FOR USE IN THE PIERFORNANCE OF WORK UPON HIGHWAYS TH ORDER 'TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS O6NRSD4 MORE THLAI I -ACRE MUST MAW A NATIONAL POLLUTANT DISCHARGE IDAIINATION SYSTEM (POCS) PERMIT OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT =IA" THE REGOURM CARD (SWROB). PREPARE A STORM WATER POLLUTION MON (ZPP AND M= BLAM FOR THE SITE 14. THE NPOES 6 A HATW"L PROGRAM TO CONTROL NON -MAIM SOURCE POLIVIANTS CARRIED BY STORM M7M THE PROGRAM 5 IMPLEMENTED AND ENFORCED BY THE IS THE CITY RETAINS THE RIGHT To REOLoRm PLAN Rvisom As mccessw wascam To PLAN I& THESE PLANS ARE VALID FOR A PERIOD APPROVAL. THE IMPROVEMENT SPONSOR Em ADJACENT TO PROPER" BONG CITY of LA QUIKA Plansemo. COVER SHEET � A RESULT OF UPDATING THE I'Lor, W"PLIANCE WITH ANY PIED By THE CITY OR � =10%vomir RIGHT OF WAY 1 or 5 Speed L poo 50 Install Storm Drain Line fqr C. V. H. C. Pdme Contractor Based on SWidwd TH Star CALTRANS T 11 & 12 Trefie Control Design by Plane ' . Prepared By Tops N Barricades; Inc. (800)852-TOPS Ron Fifield Shad Nun1w Date Pmft Number 1 of 5 REV 11/21/08 8088 N w-�-E PHASE 1 NO SCALE SAM'S CLUB ENDLESS S" INSTALL S 020.2 RID ROADWORK b4 vvvc= C==CMG= ovvvvv= o I v c�c,��aavvv vvv �r�ovvvvvaovvvvv��cov \moo (RT) vpq 350 600 FT DUNE PALMS RD. 9i � - 0 0 0 0 f� 0 0 0 0 0 0 0 o,,4 ' 0 0 �I 0 I• L D b, 0 � Q L J RANCHO LA QUINTA IIROAEND D WORK NOTES: 1. ALL TRAFFIC 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 MAY BE 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 12' TRAFFIC LANE WIDTH AT ALLTIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUTAND 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 STEELTRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRISAND TRAFFIC RETURNED TO NORMAL. 7. WORK HOURS SHALL BE AT NIGHT(HOURS YET TO BE DETERMINED). ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. 8. TRAFFIC SIGNAL AT AVE. 48 & DUNE PALMS SHALL BE ON RED FLASH WHILE THIS TRAFFIC CONTROL IS IN PLACE. CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE. THEY SHALL SAY: "MAJOR CONST. AT, DUNE PALMS & AVE. 48, DATE TO DATE XX PM - XXAM, USE ALTERNATE ROUTE." THEY SHALL BE PLACE AT: 1. HWY. 111 & DUNE PALMS FOR SOUTHBOUND 2. JEFFERSON & AVE. 48 FOR WESTBOUND 3. ADAMS ST. & AVE. 48 FOR EASTBOUND / STORM CHANNEL SCHOOL DISTRICT =,T musr TURN NOV 21 2008 ®eVe/opnuent yes MIRA FLORES HOMES W 2 Rt-1 W2a5 (RT) Affibk � ROAD R11 WORK ' �PoGHr UNE I I I 350' 350' r iul 350' 10 F7 gum EJL �'— = �_� r� 000vvao ovvvvr3ovo oaovvoovvvc�o �- == vavovc_ vvvca000` vvvvvovvaavQ oovvvvcov o AVE. 48 I RANCHO LA QUINTA Oi 2 GOLF COURSE MAINT. ROADWORK k=� RelluM By $pw�"�` ADAMS ST. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL t yt os 50 ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) Traffic " t0f 0 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE . Install orm Drain Line or C. V. H. C. p ,gyp REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA Pwim Star CALTRANS T ed on S dW 4�4 REPRESENTATIVE Tri p p 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES TmfAc Coftl Design by Phone Prepared By p Tops N Barricades, Inc. 800 852-TOPS Ron Fifield p AND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. P i ) p p 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN u 1 Date F= umber 0 THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 2of5REV 11/21/08 8088 p 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAI NTAINED AT ALL TIMES. ° 0 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE N p TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF. p DEBRIS AND TRAFFIC RETURNED TO NORMAL. w a PHASE 2 & 3 p l �Q �Q 7. WORK HOURS SHALL BE AT NIGHT(HOURS YET TO BE DETERMINED). ALL TRAFFIC CONTROL DEVICES SHALL BE S �� I RETRO-REFLECTIVE. NO SCALE 0 p a20-2 8. TRAFFIC SIGNALATAVE. 48 & DUNE PALMS ANDAVE. 48 &ADAMS ST. SHALL BE ON RED FLASH WHILETHIS p p -END TRAFFIC CONTROL IS IN PLACE. • � p ROAD WORK ^ p p CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE. p THEY SHALL SAY: "MAJOR CONST. AT, DUNE PALMS•& AVE. 48, DATE TO DATE 0, p XX PM - XX AM, USE ALTERNATE ROUTE." THEY SHALL BE PLACE AT: 1. HWY. 111 & DUNE PALMS FOR SOUTHBOUND 2. JEFFERSON & AVE. 48 FOR WESTBOUND MESS E p 0 3. WASHINGTON ST. & AVE. 48 FOR EASTBOUND p 0SIG p TRI STAR WILL CONTACT THE HOME OWNERS ASSN. FOR DESERT COVE IN ADVANCE p a TO USE THERE FIRE ACCESS GATE ONTO ADAMS AS THE ENTRANCE & EXIT AT NIGHT WHILE THIS TRAFFIC CONTROL IS IN PLACE. THE HOME OWNERS ASSN. AD p 4 OR TRI STAR WILL NEED TO NOTIFY ALL THE RESIDENTS'OF THIS DETOUR AND + \A EADi� p p THE DATES. THE ASSN. WILL NEED TO UNLOCK THE GATE ON THOSE NIGHTS. wia350 � p 4� R'-, - ' p 1 ' Ala+o R„-2 ROAD EMIN CLOSED M2 Wl-4 (RT) Q END "' C-SO p �. ; \ ` ROAD WORK l W1 8 LAANNEE\ p i- W.L^4_(Rn CLOSED/- p 0 p 4 Lj ,7e a r DESERT COVE sa AVE. 48 � ��_ p � �i►- o�ouR W N W en ovovovvvvvvcvvvvvvvvvovvvovvvvvvvvvvc c o vvcavc7vvc�vvvvvvvovvvQvvvvova av �o = h = N a C ca p� ca 000, ga vo vvvc�vvo �ovvvvc;vvvvvvcavo Ci 0 Ci O g • \ % � W8.3 aLh 2 KEEP 350' 350' 350' 600' —► W2" (Lln 42 RIGHLei T SEE NOTE 8 CLOSED I,% WORK W20-1 AHEAD RANCHO LA QUINTA w2a+ {(J 50 Traffic Cx*d Plan P�AD Install St rm Drain Line fir C. V. H. C. WORK AHEAD Pdme Contactor Based on &e wd Tri Star CALTRANS T 11 & 12 WD-1 Traffic Control Reel n by Phone Prepared By Tops N Barricades, Inc. (800)852-TOPS Ron Fifield W20-5 (I We u Date Perm um 3 of 5 REV 11/21/08 . 8088 /wart uK N w-<�E PHASE 2 NO SCALE SAM'S CLUB W1-4 (LT) DUNE'PALMS RD. 350 Qr 0 0 0 0 0 0 350' 0 0 4— a 0 dab 'a4� 350' a 0 -' 0 �ti U 0 A 0 .600 -FT fl I � 0 n a 0 I 300' .4 a END ROAD WORK NOTES: 1. ALL TRAFFIC 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 MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESSTO PRIVATE PROPERTY SHALLBE 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 STEELTRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF DEBRISAND TRAFFIC RETURNED TO NORMAL. 7. WORK HOURS SHALL BE AT NIGHT(HOURS YET TO BE DETERMINED). ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO-REFLECTIVE. 8. TRAFFIC SIGNALAT AVE. 48 & DUNE PALMS AND AVE. 48 &ADAMS ST. SHALL BE ON RED FLASH WHILE THIS CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE. THEY SHALL SAY: "MAJOR CONST. AT, DUNE PALMS &AVE. 48, DATE TO DATE XX PM - XXAM, USE ALTERNATE ROUTE." THEY SHALL BE PLACE AT: 1. HWY. 111 & DUNE PALMS FOR SOUTHBOUND Eil mk= 2. JEFFERSON & AVE. 48 FOR WESTBOUND 3. WASHINGTON ST. &AVE. 48 FOR EASTBOUND COWLE AIDED ULTRA WE 600' �S, 0 W20-5 (RT) LANES CLOSED 0 ",`�� MIRA FLORES HOMES w 2 �w`° um" ENDLESS \ L 8l STORM CHANNEL a ��% SKY W1-4 (LT) Rrr INSTALL STORM DRAIN I(M` R1.1 . mean att c3o SCHOOL W1 V) -' A„H no DESERT COVE c-30 /n 0 " r / c 30 W a. W8.3 nCE 'WB•3 `CLoSD 0 DISTRICT °ONLY $4 3Al. P. w1-e WORK .. . \ / \ ' 600 FT Q 71c'J� r 350':0�,\ �u RK _ 8 mi W g CP �jj �. OOCG OP OG GOo r�gooGOGGGoc 3 c .�GGO000GGGoc. v ��oG GGQ4GGCG GG G�aF- GGGa r�c�G Goo qGG ca . OF7gG OOGG OOGO GOOC7OOGGG _" O i W63 FZ� W& AVE. 48 2 2 KEEP �-8-111 � KEEP }' THE DISTANCE BETWEEN ISLANDS 61"� RIG �'/ IS 106' AND THE EASTBOUND LEFT RIGHT ® TURN LANE IS 202' GIVING 308' 62 2 END 'I THE DISTANCE SEE NOTE 8 RANCHO LA QUINTA I FOR THIS TRANSITION. ROADWORK BETWEEN ISLANDS GOLF COURSE MAINT. IS 85' (GATE CLOSED AT NIGHT) a<41 Dale spw unit DUNE PALMS RD. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL /64 50 2 I ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) T ftn o a 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE Install rm Drain Line f C. V. H. C. HE o � �- �.0�� REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA TPflme ri Star CALTRANS T 11 & 12 �� 350 �� DI �LU' REPRESENTATIVE �-1 0 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES Tmfflc Cwftl Oesign by Phme PmpamdBy R AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Tops N Barricades, Inc. (800)852-TOPS Ron Fifield W20-5 (LT) F 0 Q 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH ATALL TIMES AND A MINIMUM 5' BETWEEN 4 Of 5 REV 11/21/08 �tNmw �� Q I 0 THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. aoSED 350 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. "'E"/ 0 0 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE N 0 TRENCH SHALL BE BACKFILLED OR COVERED WITH STEELTRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF PHASE 3 0 0 . DEBRISAND TRAFFIC RETURNED TO NORMAL. w e W4-2 j p n 12 eu 7. WORK HOURS SHALL BE AT NIGHT(HOURS YET TO BE DETERMINED). ALL TRAFFIC CONTROL DEVICES SHALL BE 3 11 '0 0 RETRO-REFLECTIVE. NO SCALE �.,8 j 350' 0 0 ozo-z 8. TRAFFIC SIGNALAT AVE. 48 a DUNE PALMS AND AVE. 48 BADAMS SHALL BE ON RED FLASH WHILE THIS TRAFFIC �/ �0 0 END CONTROL IS IN PLACE. D_� 0 ROAD WORK_ SAM'S CLUB C 0 CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE. 0 0 THEY SHALL SAY: "MAJOR CONST. AT, DUNE PALMS & AVE. 48, DATE TO DATE 0 XX PM - XXAM, USE ALTERNATE ROUTE." THEY SHALL BE PLACE AT: 'D 0 ! 1. HWY. 111 & DUNE PALMS FOR SOUTHBOUND ' 600 FT 2. JEFFERSON & AVE. 48 FOR WESTBOUND . , MESSAGE IO 3. WASHIGNTON ST. &AVE. 48 FOR EASTBOUND b0 �=SIGN 0 0 0 o a; �a 0 PAM( RROWWtDl4 600' 0 , SCHOOL wzas (RT) 0 �_lF DISTRICT it fk W'1-4 wuoLSM j ENDLESS � 0 /� (RT) � MIRA FLORES HOMES . W1 R,-, SKY � � 0 pp �� > R,-, ^sl' C-30 W1 (LT) P!!Pm 1 R1 , WORK DESERT COVE W�3 C-30 R1-1 0 /LANE �i c-so ;� 1 s1 AHEAD l `CLOSED' 3 \ LfANE�E)a i o ONLY WS-3 �� ' IT W1 B I 3 CL03ED� � , MANE CLOSED � P e. M. P. . 51 INSTALL ' / + 600 FT 74 350' ' cm IA 0V DRAIN 1-- 1a -0 _ d :-: 11 --� uj W ORK '1 4 C CO)oc000�aoaoa a0000000Gad�v o0000000a.•�� WO mop 000a00004C= CZ �po ooc gC= Cl a Q,�oaoa0000ac_ 000vao�oo 0 � � AVE. 48 u w.r. W3.3 W33 KEEP KEEP R3- '♦ J'� —b. C Is—j RonTHE DISTANCE BETWEEN ISLANDSRIGHT IS 106' AND THE EASTBOUND LEFTIS RIGHT STORM CHANNELm t SEE NOTE 8 TURN LANE IS 202' GIVING 308' ow w z owc RANCHO LA QUINTA FOR THIS TRANSITION. THE DISTANCE GOLF COURSE MAINT. BETWEEN ISLANDS S 85+ (GATE CLOSED AT NIGHT) Rwbwad So Da Speed Unit lm�� ?i 6n�� // z, a$ 50 T control Pq for Install St rm Drain Line for L V. H. C.' Pd= contracmf based on standard Tri Star CALTRANS T-11 & 12 Tratfio control Design by Phone Pmperod By Tops N Barricades, Inc. (800)852-TOPS Ron Fifield rem Numm 5 of 5 REV 11/21/08 8088 NL E PHASE 4 NO SCALE SAWS CLUB G' • al RDA HEAD W20.1 350' ENDLESS Rf, SKY 0211,2 C-30 ROAD WORK d /LANE W1-a (RT) `CLOSED' I W) 11 a 4 a a' ovovvo= r=ovvoo 0o C DUNE• PALMS RD. NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 0 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE rn� 0J� �0 REPRESENTATIVE 0,FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA Cg Q a 0 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES 0 AND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 0 0 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALLTIMES AND A MINIMUM 5' BETWEEN 0 THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINEDAT ALL TIMES. `0 0 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE 0 TRENCH SHALL BE BACKFILLED OR COVERED WITH STEEL -TRAFFIC PLATES, THE ROAD SHALL BE CLEAR OF 0 - DEBRISAND TRAFFIC RETURNED TO NORMAL. ,1� Q 7. WORK HOURS SHALL BE AT NIGHT(HOURS YET TO BE DETERMINED). ALL TRAFFIC CONTROL DEVICES SHALL BE 0' RETRO•REFLECTIVE. 0 azo 2 8.,TRAFFIC SIGNAL AT AVE. 48 & DUNE PALMS SHALL BE ON RED FLASH WHILE THIS TRAFFIC CONTROL IS IN PLACE. END �%d4 ROADWORK CHANGEABLE MESSAGE SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE. 0 THEY SHALL SAY: "MAJOR CONST. AT, DUNE PALMS & AVE. 48, DATE TO DATE U XX PM - XXAM, USE ALTERNATE ROUTE." THEY SHALL BE PLACE AT: 1. ;0 �' Qa4 ` 2. JEFFERSON & AVE 48 PALMS WES BOUND SOUTHBOUND �� 0 MESSAGE 3. ADAMS ST. & AVE. 48 FOR EASTBOUND SIGN 0 � 0 4r a Q 0 4 SCHOOL srnicT (R T) 800 0 MIRA FLORES HOMES +� 0 w,0 .�• R1 1 W1=4' RT) ' a�•ar<) �R14W, (LT)ONLY9 t 4' 0 I �►� ED 2 �. E O 35is I 0 INSTALL ' ' 00' 600 FT " STORM I d 4 DRAIN WOR 1 _ - Cam' a' —� �e9 vo/�LPovo v aoC=G= a Aov vv �C= cov 350' 350' 350' 600 FT ,A.„ i KEEP ww-s (LT) wa-2 -4 K SEE NOTE 8 RIGHT STORM CHANNEL - RANCHO LA QUINTA ""' GOLF COURSE MAINT. (GATE CLOSED AT NIGHT) v•• vovr vvovo� ocvvv000v� c AVE. 48 THE DISTANCE BETWEEN ISLANDS IS 106' AND THE EASTBOUND LEFT 02 2 TURN LANE IS 202' GIVING 308' ROAEND D WORK~ FOR THIS TRANSITION. `�r°P IN THE 'CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA EGA � FRED WAKING DRIVE � - _ PARCEL 4 OF PARCEL MAP NO. 33586 f ... MdiS AvOAJE�`(`,,.,il _ CVHC DUNE PALMS NE/GiiBORHOOD a" tvFr ' INTERIM OI FFS/TE STORM DRAIN IMPROVEMENT PLANS ,o -i11 ' ilt A V_ E 48 GRACE LANE PROPOSED SEWER MAP, crtr PROPOSED WATER MAD! LA Q17NTA SITE INS-� F OE HYDRANT ASSEMBLY VICINITY MAP 4i� art VALVE OR BUTTERFLY VALVE N.TS - ........N- - EOSDNG wER AIMAN ABBREVIATIONS - --5-- usDNc SEWm MAIN CAST N NORM ELT. EASEMENT - -G- ol 'FXOSTONC ...__ ...... _T........ DOSTING GAS EXISTING TELEPHONE SOUTH WEST M FOE HYDRANT - - Go GRADE BREAK _._.--6:R-- DaSTNG OBLEM FOISTING ItRCATON NORTHEAST OV GATE VALVE S WATER SERVU Nw NORNY'm SOUTHEAST IQ NORQONtAL 1, P,V INVERT SEWER LATERAL SOUTHWIEST U LANE AR/VACUW RELIEF VALK MR NACU M � LAT. LATERAL � DERLTOR DECK Q� . BC BMW OF CURSE BOR BL7N CURB RETURN LA'. LNER REEF MH MANHOLE 0 N.T.S. 140T TO SCALE O PROPOSED GRAN OUT PROPOSED MANHOLE T.i BO "LOW -OFT PA PROPERTY LINE ,'AVd PROPOSED WATER 50AKE WIN BNJOW IDEVICE BV BUTTERFLY VALVE G CURVE Cn CDMEPoRE PM POINT OF COMPOUND OYAE POC POINT ON CURVE('` ® PAC FONT OF REVERSE CURVE REDUCER VALVE AND BIOW-0iT ASSEMBLY PROPOSED REDUCER - C&G CURB AND CUTE& C.B. CATCH BASIN PROP. PROPOSED I'm PUBLIC UTILITY EASEMENT PROPOSED SPORM GRAIN MAWIQE _ _ co CLEM D OEM OCR S/W W RIGHT OF SOEVAX Wp _�- C DEFT. DEFLECTION DI DUCTLE IRON SER. SERVICE AWe W W o • 11 SWR. SEWER PHASE LINE D.C. DRAWING TNH TOP OF MANHOLE S WEEE WEW GIVE/COURTY UNITS BOUNDARY Fg I OAT' DRNEPAY EACH TYP. TYPICAL I CLAY PRE VAT PWIDW AM TO BE REMO.ED AND REPLACEDEk � I cc END OF CURVE am DD WPB RETURN ,_._._.... I VERTICAL y we WET BLAREL I.......1...,.:...-i PAVEMENT AREA TO BE RDDVED AND REPLAIND PER Tit OR -SITE STREET NmaEOR PLANS ; 7 FP EDGE OF PAYEENi CONSTRUCTION WTR WATER NOTE8 QUANMY ESTONAAT - INSTALL 24' RCP STORM GRAN, CASE @ PER fOR PERMIT PURPOSES ONLY i I 1 LO CONTROL DISTRICT IC.2-0L IDS A7DEFS COUNTY FLOOD CONTROL OSiRICT STD. DWG. 2-0177 770 LF QQw. � OINSTALL 35- ROP STORM DRAW, O-LOAD IBM CASE III BACXFILL PER 192 ^ LDS ANGELES COUNTY FLOOD CONTROL OSTW SM DWG. 2-0177, O INSTALL 18' ROP STORM GRAN. O-DYE 2000. CASE GIRACNPILL PER FLOOD DMRICT STD. ONG, 2-0177 LF 109 LF $yry ANCOMROL LDS ANGLES COUNTY O PROPOSED (OURS ILET CATCH BASIN NO. i PER CITY OF LA, OLUNTA SRO. O INOETA0.5) ° G $'�Q� f I OWN. NO. ]CO. (STD TY FLOIlcTI W WRNS COUNTY O. IE PER OS CONSTRUCT MANHOLE NO. 1 PER IC/FRSOE COIDM FLOOD '-..:.••A- - CONTROL sTD. M. MN z5� © CONSTRUCT MANHOLE NO. 2 PER RMRSIOE CWH1Y FLOOD CORROi SIB. DWO. MH 252 ((MCOUY TO ACCEPT MULTPE PIPES 1 G Q .. Q� UUSgE 7a DIAMETER SPECIFIC& S FOR STEEL REINFORCEME T AND AND 'P' VALUES). O CONSTRUCT AO CTION STRUCTURE N0. 2 PER RIVERSIDE COUNTY FLOOD CONTROL SID. ONO. JS 227 _ 9O CONDUCTOR TO INSTAL SAD BAG AND FIBER ROLL BARRIER AT CATCH BASIN 1 EA )` I PER CATCH BASIN TEMPORARY BARREt DEARS ON SHEET 3 W FA OB CONSTRUCT TIMBER BULKHEAD PER RIVERSIDE COUNTY FLOOD - CONTROL STD. OWG. M 804 ® EXISTING UlI7TY TO BE RELOCATED BY OWNER TO BE lJV GEAR OF a G STOW GRAINPRIOlO GRAIN _ AEA --0 PER CONTROL 20ISRRICT DTONTBiu. SSrDDD.C. -Di77. '9/41 L 146 LF Ay Q"u'1B % © CONTRACTOR TO REMOVE AND RETRACE EXSTWG ASPHALT AS NECESSARY PER LA QUWTA CITY STD. OW. OW - E.954 SF © CONTRACTOR TO REMOVE AND RFSIACE EXISTING CURB AND CUTTER ._ AS NECESSARY PER LA QUiN1A CM SM DWC. 201. Is LF ®OMAL WN/1gqLLEE UD AND FRAME PER /EEXW CAT N0. R-a55B EQRl6NER11GT.' GRATL�(TO S BOLTED DOWN) AND R-1SAL 2 G _ Q ® COHTRACEOA TO PRESECAE OR REPLACE ✓%/, (5[E tlYN07C.'10 ® WSTALLLD AND iRAYE PER NEEIAH CATALOG 2 E. N0. R-1916-F TED LRH) SEE SHEER 3 1 EA IYj" j © CONTRA" TO REMOVE CUSTNG ASPHALT AS NECESSARY FOR STORM ORARJ INSTALLATION (FOR RE-PAIANG SEE OFs-saE STREET ENT PAS) 1,459 SF i I A� ® CONSTRUC7 CONCRETE CONNECTOR PRE CCNAR PER W.VMDE COUNTY FLOOD COINTROL STD. OWC. NO I EA 0. 067ALL 6' PVC SOH. 40 STORM GRAIN rIPW 14 LFrr�Ar: ® INSTALL E HOPE STORM BRAN PIPE FIT LF ®INSTAL 24'A36' JD6EN PRECAST GRAN 040 EA I7I1/ WITH TRAFFIC RAPED FRAME AND roVER INSTALL MARVEL PLUS DRAINAGE SYSTFL PER DETAIL ON SEE? 4 i '�� _l MOTE TO CONTRACTOR. OUAKM ESTIMATE - --- -- NSA CONSenNC, ANC WAKES NO REPWSENTATION. CONCERNING THE ESTIMATED QUANTRES ON THESE PLANS,. EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK OUA tMM ARE PREJMOURY ESTIMATES AND FOR PERMIT PURPOSES ONLY. R SHALL BE THE WMRACM. R'S R65PONSIBORY TO PREPARE. HIS OWN OUANim ESTIMATE FOR W16TIWMNi OR COST PURPOSES, NSA CONSULTING. I40. �SHALL�IHOOTT�BEE REIBLE SPONSFOR ANY DEVIATIONS BETWEEN ESTIMATED DUMMIES AND ACNAL QUANTTIES AT THE TIME OF CONSTRUC7ON. WMOTOLTIE3 C01001A VALLEY WATER DISTRICT (RED SEWER J9e-zB31 OVER COACELLA VALLEY WATER OSTDCF W 30-2631 . (yL � .HALM! ELECTRIC IMPERIAL IRRIGTIOW 06TRICT ((800 GAS THE GAS COMPANY (bD 303-7756 427 2200 TELEPHONE VERT oao 4a3-s9oo - CABLE T.V. TINE WARIER CABLE 60 IRRIGATION cow"EILA VNIEY MYM OSTRIC7 ED SW-1312 398-2651 .-- USA UNDERGROUND SERVICE ALERT 227-26W - 'ITHE CONTRACTOR AGREES TO AND PRESERVE ANY AND ALL PRIOR TO CONSTRUCTON AND DigiSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DID REVISIONS AN CKPIEMMUS MAdDL THE CONRACTOR nI TNOH AGREES TO PURSUE E BROUGHT TO THE ATNENTON OF MSA CONS LT►K, INC. THE CONTRACTOR F NECESSARY. NSA COSVLnN4 CC. SHALL REVISE THE PAS. THE LRE APPROVED. A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OFSECTION29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE ANY MERIDIAN. OUTLET IN EVACUATION CHANNEL WITHIN THE SOUTHEAST 1/4, OF THE SOUTHWEST 1/4. OF THE SOUTHWEST 1/4. OF THE SOUTHEAST 1/4, OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR! COACHELLA VALLEY HOUSING COALITION 45-701 MONROE STREET, SUITE G INDIO, CA 8 201 , (760) 341lTT,157 1 NOTE TO CONTRACTOR! SITE CONDITIONS COKnUl NOR AGREES TO ASSUME SOLE AND COMPLETE-RESPOSIBtRT FOR THE JOB SITE CONDITION BURNO THE COURSE OF CONSTRUCTION OF TICS PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. TM REQUIREMENT APPLIES CONDIIOUSLY NO SNOT LDQfED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, IIDDWIFY. AM HOLD THE OW74_Q AND THE NSA CONSULTING. NC- HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EILEP70NC FOR LIABRRY ARISING FROM THE SOLE NECILESE OF ME OWNER OR MU CONSULTING. NC, EBF 18 OlF BEARING i"WPDTGSSTTE SOLTIIE3Y LRNE OF THE SOUnKME57 QUARTER OF SCION 291 fONNSWP S SOUTH * OU H* RANGE 7 EAST; S.BND ., ALSO BEARTHE GYNTE MUME OF AVENUE 4a AS SDwN FIN RMCL IMP MD. 33596, ON FILE IN BOON 214. MPS O24 THROUGH 27. MTLISNE, OF PARCEL MA RECORDS of RIVERSIDECMMIY TAKEN AS: N 8719'2. W vPOYED DAB MSA CONSULTING, INC PLANNING • Crm PIDTNPztm W LAND SmvDYDD ID 342M Boe Hope Dam W RA"mo MmAGD W CA 92M 7m.BPE7DNm (760) 320-M -.PA= (760) 323-7M SHEET INDEX 0' lW' 20D 300' 400' SCALE i'-100' ) - CVWO WEISITE PERIMETER RLCL% WALL 01" WRISIIE RETENTION Bvsm CAPA]KY M 11,107 CHUM OR 1.485 CUBIC FEE. SHEET 1- 194 9.79.70 TO 13♦CO.CO SHEET ] uc 194 13+00.00 TO 17♦69.07 AND LATERAL I" 10,00.W TO 10♦09"' SKEET 4 LATERAL 104-A 10+00.00 TO 11 ♦20.73 SITE 5 OFTAnc SHM SHEET e _ SECTION COALS, SHEET T � HDM 2006 11 'A Cons 1r1NIp, R,u AT RiOAl, R4WIrrII C._ EASEMENT INFO_ P OF CALWw cvwD ESEENr 15' BY DSfRNMENT 044-1158-1 PD-102-70 ELEV. 4 772 PREPAfI® VIER THE IYEGT stsmin6DN of aGE ,HO fNGVD2J) NRc.�ItwE^LB, �^ 43880 Ir BRASS DISK STAMPED PD-102-70. ON. I.0' KG R THE INTERSECTION Or WAS INGTON ST. A AVL 50, , - AA AN A De LA TORE DATE .TOWEST ONE 46-NORM OF CURB. e' N OF PP / C6 GATE GENERAL NOTES L ALL WORK SHALL BE DONE IN ACCORDYDE WRIT u1ET EDITION OF TIE STANDARD PLANS Of SHE COY OF LA OWMA AND LATEST ED" Of TNE',STANOARD SPECIFICATIONS FOR PRUC WONT COWAJ;L BON. 7. O 9Ali BE THE RJC.WOF DE OF FEE CFOR THE NOWNER aR ER ITS TORAMC TO APPLY RESPONSIBLE THEF DF LA CTGRA OMPLIA CE F DEPARTMENT T E NNE NECESSARY PERMITS AID RI OE ELIFEOFFOR slnsAcrDln COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL IES'"oKINS'OUROD THE LIFE OF CDA61RUCTION ACTfl1T16 i0R THIS PA0.ECT. ADOR10/Y1 SHOES ANO/Ot PF7M75 MAY BE RIMREO. 3. R S/IALL S THE RESPONSl861TY' o< THE DEYEAPER OR COlRUC10R TO APPLY TO THE GLiDRN A DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN'ENOMMOD ENT PERMIT MDR ALL WORN PERFORMED. WITHIN THE STATE. RGHT-OF-WAY. THE4. nCONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY Or LA OUNTA OR OTHER GOVERNIS. CONTRACTOR N WG NOFRYTHETCITY PUBLIC WORKS DEPARTMENT .0 HOURS PRIOR TO ANY GRADING, BRUSIsM OR CLEARING AND EACH P AND 5E OF CGWS!RUCnON AT (760) 777-7075 A48 HOURS PRIOR TO REONRDD INSPECTION& a THE LOCATIONS OF DOST IC UNDERCRQUND UT9RES ARE SHOWN ON AN APPROXIMATE WAY ONLY. THEE CONTRACTOR SHAL DEIFAMIE THE DUCT LOCATION OF ALL EXISTING UIIITIFS BEFORE GOMLENCOiG 7. THE CONDUCTOR SHALL BE RESPONSIBLE FOR THE REAKIYAL:-REPLACEMENT. OR RELOCATION O ALL REGULATORY. WARNING AND GUIDE SIDS. A THE CITY ENGINEER SHALL. APPROVE ALL STREET NAME SIDS, TRAFFIC CONTROL SIGNS. TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARINERS TYK AND LOCATION. 9. THE CDNERWTOR SMALL NOT WTL9 MND SURVEY MONUMENTS OR BENCH MAWS NOTED ON THE PLANS. OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DOE BY A RET73TDEp CML ENGINEER WITH AND R.C.E NUMBERBELOW33,966. OR A LICENSED LAND SURYE1tkH ONLY. 10. OONSDDCTION OPERATIONS AND MMNHDUNCE OF EQUIPMENT WITHIN ONE HALF ABLE OF HUMAN OCCUPANCY SMLL BE PERFORMED ONLY OURIG NNE MIME PERIODS. AS FOLLOWS: -OCTOBER 1ST TO APFA 3QTH: 1NONMY-FRMr 7:DC AN t0 S30 PM S4IURMY 8110 AM TO'5:00 PN MAT IST TO SEPTEMBER 30TC MOXMY-FRDAY 6,00 AM TO 7:00 PIN SATURDAY &DO AM M 5:D0 PM WORK SHALI BE PROHIBITED ANY TIME ON SUHDAYS ORLON FEDERAL HOl30AYS. 11. NA IRA-1WO WAYS MUST BE CLEWED OWAY OF ALL DIRT, MUD. AND OFBRS DEPOSITED ON THEM AS A RESAT OF THE GRADING OPERATKRL CLEARING S TO BE DONE TO THESATISFACTIONOF THE CITY TO 12. ALL COSTMAIMm AREAS SILL BE PROPERLY POSTED AND UGRED N CONFORMANCE WITH THE STATE MANUAL Of WARNING SOAR NIGHTS, AND OEVRERF LS�FOR USE IN THE PERFORMANCE OF WORK UPON HXMAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS WWREING.MORE THAN T-ACRE MUST OBTAIN A NATIONAL POLLUTANT DSCHVRGE EIDANKIM SYSTEM (AMS) PESTD. OMTW6/DEVELOPERS ARE REODUED TO FILE A NOTICE OF WIM (HOI) WITH THE WATER �RESOURCES CONTROL BOARB (SWRCS).,PREPARE A STORM WATER POLLUTION PREVENTION PLAN Y AID YOHIIORNG"PLAN FOR TIIE SITE t4. THE NPOES 6 A NATIONAL PROGRAM 0 f:MNiNOI NON -POW SOURCE POLLUTANTS CARRIED BY STORM WATER THE PROCPAN 6 RRLEMIE TED AND EAORCED.BY THE SWRCB. l& THE CITY RErAJMS THE RIGHT TO REQUIRED RAN REVISION& AS NECESSARY. SUBSEOUFNT TO PAN APPRnVu. M FRWR i0 WYPETDN OF THE IMPROVEMENTS SHOWN ON THESE .PLANS. IF ANY NEW 10. THESE PLANS ARE VAIN FOR A PERIOD N07 TD ENCEED EGREEN 18) MDMD6 FROM DATE O' APPROVAL THE IMIWO'MENT SPONSOR SMALL SM ALL COS1R lED-WITH UPDATING THE PLANS, 040IWPD. BUT HIMLIMITED TO, MS 4 AND IMPROVEMENT COSTS, TO,AFFECT COMPLIANCE N ANY NEW CITY STANDARM. ORDINANCES. OR LAWS AND REGULATIONS. ENACIID OR ADOPTED BY THE CRY OR OI ER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE 17, CONTRACTOR SMALL REMOVE AND REPLACE EXISTING SIOEWA K AS NEEDED AT ALL LOMOONS YIIIDRE' R IS CRACKED, UNEVEN &.DINTS. OR OTHERWISE DAMAGED. .PUMNT TO STREETS a HKa'& WOE SECTION 5810. THIS REQUIREMENT APPLES TO ALL SOERALK LOCATED IN MAX RGR .OF WAY CITY Of LA QU6VTA Plan Set N0. 1. 33588 -".CVHC DUNE PALMS NEIGHBORHOO 1 FORM DRAIN IMPROVEMENT PLANS or COVER SHEET. 5 5,0 T j . . . ......... ... . ..... ... .... ; .. .. . .... -14 --- ---- 1 -.1 .... . . . .. ....... WERE Owp tmS, NOR THE wx -4-4- 77 4_ t OF E7.0-f- AND DOM, NOT OF EX17W EDsToc THE, IN THE I A ONLY THE DDNRULTDR 'TERIAINE OF �7 *L t 4 A -1. — . I . I C. ALL t i r 48. V 1 i I . . A"W ... ... ... f4l 10D I .AAl ..W.S.-4&TO f oftl SION " og 4- I AND IS OF" T 0 TO -C -OR 1 MSA XWLEM-ALL-M�10mc _+_ _4 +L I LA OLANTA CKK MANNERL THE A"MO FURTH smALL ec OF M AGREES TO P 'Up. miam To THE Am UE'Ducewlty nm OF 4 J_ CDR &.70G, V�C�. THE SHALL N YTIFT Ms. CoNSAI MG. �mc? TSO. .... .. . . ....... .... . ............ ♦..... ..... .... . SAW. USA INC. SKALL M VISE THE PLAN& P E OO=; TICE.U."D 1. I Ul j oi -4- T- + 5! 4 - J.. I -T T T _1_4_ 4-, i _ — . i — , , -A L 4 A 4--i JZ _T -4- -41 I u jLNOT�.,A Fullm _61 PAF�V ORK DAAIN 1 i -7 _ _.— __! ........... ...... . 7 . ..... ...... . ... ... . . . ..... A.- . .. ....... ..... . ... ..... ... . . .... L'u-4- 4 —T —7— . L -A EXa;ZN _p_*-_ --Ttft 4 L _A ..... ... ... A 4_ 9 4 LINE A9 L_ T 1 7- L_ J.-J._ He IM ... .. ......... ...... 4 . ............ l"30 tom: 1. (nEO I HOR rLR 164-00 A, rj i Ix Z/ OANIA CKAHNM j4opff wb? :j- t k TELEPHONE 4 ol--. �_--WdWATION MAWit 3'T WATER llAIN SEE IRRrATON at. s/W f i + REPILACCIAM PLANS EX TELEPHONE (COD DOG HUI= _-Z csTmc -,. . ... . .... UMATION MAN QI 4 7 / 0 4 er 4 . CO* CRETE 7 1.70a- 4 z 13 x J.49iH,/AVoENUE?. oRAt > EL MED- cc ?i w4sr V 2 CLAMSED REFLECTOR A MISS r,/p T CA orA A a co4cCONCRETE00110 LA OLANT.A I .7� CIACIIAT10H CHM� RIGHT OF WAY t .. ......... DL S/W ',7 AX EX. Cal; w DigjAlert COND LA C cNADLIATK)" Ev. DIAL TOLL FREE RIGHT or Wx, LiNE 194 1-800-227-2600 ol 2W 4W ow aD` AT LEAST TWO DAYS WSA mdHh .1m] IV c&%.% BEFORE YOU 010 SCALE i'-2o' An BENCHIFIECT REVISIONS IFPRDYFD DATE MSA - CONSULMIG, INC MARK PD-102-70 ELEV. 43.772 IM O INGVD2911 - !L`%Rv9om o' ace NO. DE&O. kv !l PLAN)awo a CrvlL Ewaummnio m LAND, SuaviryRoo LOGr 2 1/2* ORASS DISH STAMPED PD-102-70, DK Iff 43880 DRAM 342M BOB Hom Dove x RAmcijo MuLAas a CA 92270 M.. WAR THE 01MRSECTION OF WASHINGTON ST. & AVE AA.IAN & DE LA MARE DALE � . WEST ON ATE. - - OF - TuAwEam (760) 320.%U . FAX (760) 323-7893 SOUTHor Pp frAm PAD F( iTY Of LA CUNTA Plan Se NO. SECTION A -A TYPICAL TWIN- PIPE SECTION LINE DATA LK I I N Wig W I ",GZ GURVE DATA LID. ;;A 1 M; E21!!�; r CS 41 11111 15- - Oj INSTALL 24- RCP STORM DRAIN. D-LOAD 2000. CASE N BACOILL PER LOS AW-ELES COWTY FLOOD CONTROL DISTRICT STD OR 7-0177. MRCT -&era —;dmw. RCD¢NT AND ANZD_F�_�Alliff). CONSTTROLR= SmMBER MAXHEAD PER MUSK CMAITY 1`100D CONDOM v 804 INSTALL CONCRETE BAWD PER LOS AMmm nmo CONTROL OISTRV SM OWG 2-0177. CONCRETE SHALL BE 420-C-200O. CONTRACTOR To REumt AND REPLACE casnwo ASPHALT As NECESSARY PER LA QUINTA CITY STU UNG, GM CWTIL&CM TO WCESSNRV PER LA REMOLT 44D REPLACE 007M EOM AND CUTTER AS OUWA CITY SM OWG. 1 MWALL'UANHM PER NEENAH CATALOG NO. R- 918-F Wtrual"= SHEET 5 MISTING 11TILITY TO BE PROTECTED IN PLACE -CONTRACTOR TO COORDWTE wow vnLrrr PUMTVOR AS NEEDED kRCEL "F PARCEL MAP NO. 33588 - CVHC DUNE-PAUMS-NEIGRBORK00 INTERIM OFFSITE STORM DRAIN IMPROVEMENT PLANS 2 OF LINE 194 - 11+65.24 TO 13+00.00 5 SHEETS _......,........ ....._........,_............. _ _ ._ i I r 3 ,. t €: .. ... € €' ,is . r t ..i. s 9".E i' i . (rs ...h M:E , f _I; f :.:1 t i :,^'. a _-.. The MaxWelln' Plus Drainage System Detail And SpLicifications 18' CHAMBER SEPARATION PLAN) @ 19 5 2 18 \V7 1 a Ala"WeIVPlus TORRENT RESOURCES 12 . Ano-lutionalftGucktnunInag twrw*qown >r Gomm I b _n 5AP 6'0 11 ITEM NUMBERS i. MANHOLE CONE MODIFIED RAT BOTTOM ;a yOy 1=SnL=0 -COMPACTED NATIVE IN LANDSCAPED AREAS. & BOLTED RING A SOLID COVER DIAMETER AS SHOWN. CLEAN CAST IRON %VITH WORDING'STORMYVATER ONLY"IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE MTH MORTAR. RIM ELEVATION tq.W OF PLANS, 4. GRADED BASIN OR PAVTO CEKY OTHERS} & COMPACTED BASE MATERIAL -(BY OTHERS)t' 13 S.KIREFLOM, DEBRIS SHIELD - ROLLED I$ GA. STEEL X 2C LENGTH WTH VEWEDANTkSP-IM,AKD,INTERNAL'-'W. MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12- LENGTH. FUSION BONDED EPDXY COATED. 7 F A 1_4 :_� .. .... ... t J I El L L -14L T"I A . .... ....... ....... . . . .. ...... ...... ..... ............ .......... ...... . .... 1 1. ...... ....... ..... . . .... ? .... . ...... ..... ...... ... . .... .. . . .. ..... j. . ..... ...... Ei _"mow �L.J ... ...... ..... . ...... ...... I . 7 -,7tt �-H ..... . ... T-, I ...... J L ..... I -A .... . . . . .. I ...... . ... .... 21 i1r .......... . I ..... .. 7 _J .. .. . .. . .... .............. 42 J L .......... ....... AL.L: +; _! 4- 4 ...... .... ... . ........ ... ii .. . .. . ...... .. . . ............ ............ T.- . . ... ......... . .. ........ ........... ...... ..... ..... . ...... ...... ... . . L L 1 ....... .... Mf + ...... I ...... I .. .. 1,4 . ..... . .............. .. ..... . .... .... ...... .. . . .... .... ............... ..... ........ A jr-lil r -4 1 ...... ... ... ....... . ... ...... f�C4 1.. ��.Qo rp T I , - L . L.Al i .... .. ...... .... ...... .... 1 . . ... s... ...... . .......... ....... ..... . ?. 1 . ....... - - 1_ ;_ . . . . . . . . . . . .. ...... 10.20 L . I iO.53 L ...... ... . ...... . . . ... . ... _7 ..... . . . LAiTE �L-A A-- 7 . . ....... .... .... ..... ... ..... . .... . ...... ...... L L ...... ui.. I ...... ------ ...... ..... . ..... ...... SCALES: 1 ' 20' H OR .... .... . .. . .... . ...... .. ............. . 1. 1. PRE -CAST LINER: 4000 PSI CONCRETE - ID. X SC 00. CEWER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BENBNG SURFACE: 1 1+00 IL SUPPORT BRACKET. - FORMED 12 Qk STEEL FUSION BONDED EPDXY COATED. 10. OVERFLOW PIPE m SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE M ADSORBENT • HYDROPHOBIC PETROCHEMICAL SPONGE- MIN. 12A S L EA OZ CAPACITY. PROP. S/'N 11. DRAINAGE PIPE -ADS. HIGHWAY� GRADE WITNTRkh COUPLER, I& CONNECTOR PIPE - W 0 SCH. 40 PVC. PROP. WAL SUSPEND PIPE DURING BACKFtLL OPERATIONS TO PREVENT BUCKLING 19. VENTED A"P"ON INTAKE WITH FLOW REOULA OR BREAKAGE DIAMETER AS NOTED. TOR. 12. BASE SEAL - GEOTEXTILE, POLY LIN . ER OR CONCRETE SLURRY. 20. INTAKE SCREEN - SCH. 40 PVC 0. 120' MWIFIED SLOTTECWELL WITHI& ROCK - CLEAN AND WASHED. SIZED oETwEEN 3W AND 1 -irr TO 32 SLOTS PER RowtFr. 4s, OVERALL LENGTH wnrH TR�C SCREEN �ATAIGTH MST COMPLEMENT BOLL CONDITIONS. 21SREMOMM DEPTH VARIES VWTH INLET PIPE ELEVATION., INCREASE I& FLWASY- DRAINAGE SCREEN- SCK 40 PVC I 0.12VSLOTMOWEU PRIMARYISECONDARY SETTLING CHAMBER DEPTHS AS NEEDEO'r0 SCREEN VVITH 32 SLOTS PER P.OW*T. DIAMETER VARIES WOVERALL MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE PROP. wA4-\ 0( wowu �., LENGTH WITH TRIZ CCOUPLER.:EX CVWD 5FDA* IP 'ESMT.. PLS adf, 11 MIN. 4- 0 SFIAFT - DRILLED TO MAINTAIN PERMEABILITY OF 2L RQUET PIPE. ow-39T DRAINAGE BOILS 23. MOISTURE MEMBRANE - 6 MIL PLASM. PLACE SECURELY AGAINST tMONULIEWT S&14:8C - - - - -- 1p_W7P� 10f I& FABRIC SEAL - - U.V; RESISTANT GEOTEXTILE. to Be REMOVED BY ECCENTRIC CORE AND HOLE SIDEWALL USED IN UEU OF SLURRY IN ;w• S/W CUSTOMER AT PROJECT COMLETION. LANDSCAPED AREAS.. IO-SiL27 AN MAXWEL L W PLUS:D X R _9LL PEA11L,5 0 BALANCE OF It PROOM SAME13AGS CATCH. RASW.4417S UNTIL nKAL.GROW--W OF WDISOM BASIN. • z w PLASTIC: TO BOTH: THE DOS104 AKDJHE NEW ORYKIEU_ > 3: INSLALL, SOD �SURRDUNDING BOTH GRATED V% �WWWLIW I.OFT ---- ------ 4. SEAL Tw P; OR, PLASM �(RE DSCAPE PLANS). O'U'SMOZIMOM rER kUONi=,IRR1GkTXW-T0 AVOID OWMAIUM OR SP�tMIDIAN VM VtW eAso, AND Swum awai, 7 00 MM:R0AQVE SEALED,CMRS CRATED DADS OR PIASnC CAPS ON PIPE DIETS. OR SAMOSACS o'sm TURF, HAS CROWN IN AND SABLOD) Cwu rSUT OR SLOIMW rROW OWW.U. 0IAW:8UORE ACIVATHO FOR USE; :Q*-SffT-CONSTRUCnON ACTWM AND PROMW THE WASH DOWWOR DUMPING OF fit" t. 1 A CWXREM =00) CROUT OR ANY ASSOCATED PRODUCTS NM THE CURER AND STORMMAIN SYSTEM,' M00I v. ffEw jON0,TERM,MA ANCE OF DRY- WELLS-. ESIASUSH PEROOIC INSPECTION PRQ�. IMCU43E_.A5i A M%oAUM..*.MJnMY.RQ4OVAL OF THE CRATED H 3.75' 6e , _ W AVENUE.40E C04M 00 VISPECTIONlOWSILVOR SMWW IN DRftuL SoxxoMATION OVAdom 2 INS vam cATcm aksom.ow my wELLs Ann ANT STORM emnr OF wmwwAxm FOR smwDff SULOU.' 3 MONTIVR�KUISANM WATR MMAT PLWO1CALLr. CXMW,IAAOSC1PE IRRIGATION WHCH RESULTS IN SWM CONSTRUCTION :NOTES RUNW CAN TAXC THE Wf*UL'OVIR TW_ MAKE CIRTAIN THAT RUPMON BASIN IS WT,WATUW�y . . . . . . . FOR! CaDOW MIODS, INSTALL IS" RCP STORWORAOL,D-AG-6:2000A 4. DINER MANUALLY OR USNO VACUUM TRUCK SEWWOEAM CUT THE WMELL OF ALL SWWW LDS ANCIELES COUNTY FLOOD CONTROLDESTRCrISM DWr. 2-D777. - <DPROPOSED CURB IWUET,C0CN:I1hSIM NO, I PER.C"Y:OF LA.OUWA'STIX ONO. MM 300. (SEE OFFWTE STREET PL" C�T�.PE?AILS) 5 DO TO BUILD TO THE LEVEL Of THE OVONION ME IN ANY DOD OHM 10_�oo B PROP., S/W ail w�n 14 N PROP WALL S 1�_ PRO, t E., 41r A MITMT? rv-=ALL ATM ;U.WATO 11 4 ."DRANT AYES bw SOVIDO.Dfrom TN E WftuL;BaM THE SaMMENWION *"BM TW UML CAN accroME CONTANIMMO) AND, Tw voias MAY 0= 8. PRDVW'A.WffnER LW OF THE' INSPECTIONS AND MM OUT n=XNqM So THAT THE My WtUS CAN BE MOKITUR0.04TRIt FUTURE. WIN THE PROM FREOLIDXV. 7 1rIS__ ___ COADCLL. V.UEY HOLISHO OCAURION TO MADITAIN MWEUS AM (D CONSTRUCT JUNCTION STRUCIIARIt NO. 2 M AYER= COUNTY FUM OOMTROI. SM. DWC, JS 227 <D CONTRACTOITO WST&L SAM W AND nebuRoLL fimmo AT CATCH BASW PER CATCH MPH TEMPORARY BARRIER WrAU OM:SHIZXT CONSTRUCT TIMM SVU%MAD PER Rhm= oxam FLOOD LATERAL 194-A 1. coKrRm sm. owr. u a" CONTRACTOR TO PUS 64W OR RUV= DigJAI.eirt DIAL TOLL FREE, ASPHALT AS . KEM RAIN PPE' X IR( 11100-227-2600 AT LEAST,TWO DAYS 8EFOWYOU;DIGMAXKTIlSYST[M,PER.OEU&,ON STALL a' HWC SIORM CRAIN PIPE 067AU. 24',W JDISCH PRECAST DRAM MIT WrrH nLTFXLRqo FRAME AND WAR' ow SCALE Ra REVISIONS A;P" DATE ' ` , MSA?Cd4�714&,.,JC. 342M BOB JjCjO Do;�j • R_- b - ftLAG L 13 ■ ' CA 9= BENCH - 43'772, - MARK.PD-102-70 V. (NGV029) LOCATION ON I 0. ff 2 I/r:11RAWDISICSIAM PD-102-7 'ZI."T 0. AVL� 5Z.6� ".TV 7- Lw 'PT SEESHEET3 Ow 0 C F xu%F ;T svPERVt310N w "Z 4 L31 IT,8 0 2zz DATE �LINE DATA ; BEARINC 11 u, . W.0-35 42' W124 w I CA 0: L _7V 145 E .- 50 _19. LA. JS CURVE DATA L.1644 EET 3 Melly, F-ci _iy -.LA QWM, 1 Plan Set No I-AiR 3-J Z 1 4TA',-GOUNTY- IF :SHEET-. C.FL'.MAP NU. 334W- f;VH(;:0UNF=,PALM"IEIGH5ORHOO 4 OFFSITE STORM DRAIN" IMPROVEMENT; PLANS OF LATERAL- 194-A 10+60.00 TO 31+20.73 SHEETS �. 1 Y 86 12'. 'PARKWAY 4S C 43' 6' 3Y VARIES VAA>F,S ' kk 3:1 MAk: 1 VAR16 n., CURB��, �.. , . r FIBER ROLL TODE -OF A TO EMEND - caMm PADTwseaAOE sM' - APPRPPRD%DIATELY s PAST DaiT o�PEAaNc (e'-i0• ` - DN)'- TO BE PLACED . 15.T5' ..'15' • PROPOSED 24' RC9 - -. MWMBWS'(I0'N12•K3•) APPROIDMATELY-1• FROM EACH END w Rap ROLL ST. DRAW Lom COVESSON 1' WN. - SPRLWAr AVENUE 48 1' MIN. ins o+onTAnv . s1DE,riui �" .;-J tij,LF _Nri N ; :.T�•ry ,CATCH r, .. .. :- O SECTION A -A GRAVEL BAG:BA Fmm ROIL (SiAAW VVAT :pErAL AT E P, TO, R/W CATCMBASIN'CURB 'OPENNG; ,,. c/L gs• . NTS 17 tie ARIES e• PARKWAY - N'.,3' •e' e' .. - NOTES 2e' 2' r' - '33'SUBUTITED RODS WAY /E TO CITY ENCREER iOR 3:1 �: -"YW,�MAX Ac I CDUSTE)mERL iliv " MAX - (SEE M076.8EI.00 REWt01NC GRAVEL EMOS AND FIBER ROILS) li GRAVEL flYu^. 11'DJEN POLTPROP1if.ME. POLYETHYLENE ORPOlTA41DERBFR. MINIMUM ff PST... ._ - amaO 3w PSI-W - UNIT W[RNT ♦ OZ/sotWNE YARD. YIRIFAJ BURST SiTSMGM IX E sM" CONFORMANCE, WM REOLAREYE t.N ASiM'DESIGMATION w79e.AND: ULTRANdFT y DNPAL1Eo su TT A0E �. STABAIIY E%CEMORIC 7i W GONFORMA KE WM THE WEW RTl1E71I5 W wS Y OLS GNAT ON Dom, _ PitOPOSED 36• RCP STORM DRAW FIBER ROLL: ROE STRAW WATTLES WRAPPED DOrUlA4'PtASTIC NETTRcO. NETTING SIULL • Lv/�v/ DUNE PALMS ROAD 1 IYVE S RAND TH=WESS OF M03 QMN AND KNOT TlBCKN65: aP O.M5 UW A WFPAR or am OUNCE PERroot AND SKAF. L Be, MADE OBS.t'19ON.DDNSITY POLYIETHYLOC. 142 ETMTL VINYL ACETATE AND 1; COIDR FOR UY ODG81TION. E MTs 3 CATCH 'BASIN..TEMPORARY. BARRIER o ITS E g 8 3 8 a c eT� DIglAlert c I uTYa.LAau<NTA g DIAL TOLL FREE y V8M227-2600 CONSTRUCTION NOTE3 m wPT, M zoos +>1 0'r I,��• _ tr1q,. t1m. D� CIA. MiM�I C� AT LEAST TWO DAYS O CONTRACTOR ro INSTALL SAND BAO AM FIBER ROLL BARRIER AT COW BASH RIORts Ra•ned BEFORE YOU YOU DIG PFD' CATcN. BASDI;TENFOtwir BARA1rR OETALs_ON %w 3. _ - No -. REVISIONS' nuE M$A. CONSULTING, _'INC' Pl.1NM7A . QV'M1 BNOIXEffiDID . LAND SuxverMO 1 - 3szoo BOB.Hom Duna RAmw MmAOB'. CA 92M - T$PPBOI�.nCAi 32098D-..PAY i160) ni-iS9s - .... , .. .. - .. - , : - ., BENCH, .. ..-'43772 • PD•3Dza0 ELEV- INOYD29) PNEDAIiED ENDER TIE DWECi BIYERM810N (M' "... 0.CE-NO. d3880 DA m"U" eY. ALP NYROVED BY ' G _ - �,�Ap ��' 71f/.R.' .M. -P.E ENCINCER R E`/SE.3 _: EXPIRES 3,/OeSHEETS ' :: -: .., ., - .. A-L 4 PARCEL'- AP 588 -•CU N A N �. 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LAim Sunveyu,o LpGATODN MENa,AT f E jkF 388 o"m 4� PARCEL O' 571 �OF �% No -Na 43.ro PUH ... .. _ s x t • mers sAaPEo PD 1D2-70. oL .1.0 " u Toro f 4pATn0 s1 GN Br, C NELPALMS NEIGHBORHOOD DD - COON.OF �pSMINOTON Sf. k'AVE. •THY'R., �N: P-E DATE' `' 34200 Bon Han Dun m RANwo Mamm CA 97270 s315.w vEST.; AVE. * 4W HOR H of aiRa •Uo � �O" B wNOeuc Wp si-EraiEEA H PRECISE GRADING. PLANS 8 4'O 6= n ..-. . - ._ ... .. .- ,JAO RC.E 4s843 EYJ4RES.12131� '.A POROCA CF.tHE EA-ST`/ :OF'.THE sO11M1TEST., A OF sEC11CN 29; t..ss; 7r-'s.a.N. ' .SHEETS - H ... naJAN 7kJ>ogrmvb,(7b0)'320<9811'_ :F�7T,(760) 321789) 3% .ac w../t2Be6n . FRAME IN THE CITY OF LA GUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA N. MGMPARCEL 4 C. noff= PARCEL MAP NO. 3 3 58 6 Df.. -.7 CVHC DUNE PALMS NEIGHBORHOOD OFF 7 L= S TORM DRAIN IMPROVEMENT PLANS AND PF40PCM STU" DRAW mmt&%c W" ONE PROP01p, SEWER " a" OF PROPOSED WATER MAIN OUMET INTO LA OUIN. TA EVACUATION CHANNEL tAowffjt SITE TIRE WDRAMY ASSMMV vbwry MAP amr vxyr, OR wnmy vxvr A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 29. H.Tm EXISTINID WATER ml. TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, ABBRIEVIIA110 __-_s . ..... Extsnkc SEWER MNN OUTLET., IN EVACUATION. CHANNEL WITHIN THE SOUTHEAST 1/4, OF THE SOUTHWEST 1/4, OF THE SOUTHWEST 1/4. r'M EST' EASEMENT OUSTING OAS OF THE SOUTHEAST 1/4, OF SECTION 29, TOWNSHIP 5 SOUTH RANGE 7 EAST. SAN eERNARDINO BASE AND MERIDIAN ofm N I _j__ EXISTNc� EXISFM " TELEP-Ow SCAJTH ENFum myopANT C Exanc CAaUE?w PREPARED'FOR, WEST GET GRACE BUM 4W.... exenmc numcwtom NORTHWEST Cv CATE �Lvt WATER. SERVICE NORTHWEST HZ HOMONIAL COACHELLA VALLEY HOUSING COALITION SOUTHEAST INY oftuTT SEWER LATERAL SOUT HWEST, IT, LONE A"ACUUW RELIEF VALVE. 4.5-701 MONROESTREET, SUITE G GENERAL Noms VACUUM LATERAL ,SST. ASSEMBLY L.F. LOCAL' FEET•INDI , CA 92201 ALL OWK SHALL BE DONE IN ACCORINRCE %ITH LATEST EDMN Or.ME D PIANS OF THE Crry 000116INGOF CLEM W MANHOLE 0 PROPOSED CLEAN GOT Q OF LA QUINTA. AND, LATEST EOMON OF THE STANDOW SPEWICATOM FOR PUBLIC WOWS CDNSTRUCnOX (760i 34T,- 67 L IT SHALL BE THE R=r TPR APPLY MY am BERM CURB RETURN N.T.S. NOT TO SCALE .MrfTOr T%0EVEIJ0P MIGZAC TO A Y TO THE OF Sc 0 PROPOSED MANHOLE NT THE OR CO GLOW -OFT, YALE ;oX� PROPERTY IRE MIRY, PROPOSGIWATER SERACE WIN BA00100 DCV= LA.Q=TA.F-MUC PERMTTS AND TO RE RESPONMOLEFOR 9V BUTTERFLY PONT Of COWOUND SkRISFACrORY ODLO, ME FOR ALL. CUSMEN1 M 0111004 THE UK OF Ci Poe REDUCER VALVE AM ROW-017 MOOLT -=% Or CONSTRUCTON ACTNITIES FOR. THIS PROJECT ==S /OMPPew AMES M MAY M Y TOTHE CMPUIRTA 4; UW F LO CONTRACTOR To APPL PLX= vmw PEDEN! R SH'AL aE THE ='014 �`GALMIrMRFMM OORMOACMENt PERW FOR ALL, WM PERFORMED CENITRLIME_ PONT OF REVERSE CURd .-,Y DEPARTuENa. or, r PROP PROPOSES REDUCER. COU'Ril"ANDOWTER PPRO104POM01 .CURVE c4e, CATCH alsw POE. M PROPOSED SCORN' ORmM KW40LL VOTHIN THE STATE RTGFIT BOUNDARY CO CLEAN OUT MIT OF WAY DEPTH DENTERLENE M OR OTHER D SWENALK CITTAN ALL PERMITS AS REDUIRED OY THE CM OF LA WXT OEFL DEFIECTKIN SMFC SERVICE- LINE DEPARTMENT 49 HOURS PRM 70 ANY GRADING, 01 DUCTILE om SEWER sooaa PHASE 4%17 6. THE CONTRACTOR SHALLAOT" THE CMPUGUC WORKS SRUSQ40� OR CLEARS40-AND EACH PHASE Or CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PFWR DWO, DRAW= TUN. TOP OF cw/ccum Lim GoacARY DRY DRMCAY TIP. rfpcu. TO REOMM WSPECTICAM AREA 10 EIE REMOVED AM REFUM Cw THE LOCATXM OF D=10,10 UNDERGROONG UTATTIES ARE SIRM W-M APPROX%mr& WAY ONLY THE Ek E.C. VCp vrnTwim mt t CONTRACTOR samu 7grMT.HE EXACT LO(ATION OF Au EXOM Ec So OF CURVE VESTT VERTICA. OX=MES BEFORE COmmENCM 'FOR END Q= RE' RM WS K7 EAUMEL TME OFF-STE STREET GS`W4)EWT PAM vmL W4: AGREES EKAMY P SIMPER ANY AND AM tatic" MrHT BE OCCASONED S Ve BY to FAUM TO Y SZ PER AREA TO Be ""'ED Am npjm tDC9REA PRE ANT Ni UMM. gel wTR. WATER . . .. . ....... . ..... 7: roC COW REWWMSLE MR 7?E REMOVAL REPLACE", 04 RELOCATION Of ALL. .4 REOULATOP"OR vAATANG AND Cumr Sr_1m THE Cfrf COMM SHALL APPROVE ALL STREET 4AMC-S"& TRAFFIC CONTROL SONS, TRWnc srRpw- LEGENM. X410 PAVEMENT MARKERS TYPE'AND LOCATWX CONTRACTOR: ti5fAt1 NOT CIS7UR9 DaSTM SURVEY MONUMENTS 00 BUNCH "HAS NIXIES ON THE :94 Al 6NSTR- NOTES HL <D WSTAU.24* REP STOW ""�" O_tGAD 2G`D' CASE a M LOS ANGELES COUNTY OM'MUW or PUSL`G � M' PLAN, 3=-2- (SEE WAIL SHEET 2)-----3" LF W. THE PLAN x commucriom. Fmmw& AND REPLACEMENT SHALL BE DOHS Sy A Rc=rutm CAL ENMNMR WITH AND RAE Q CONSTRUCT WWWAU TYPE "EAtPSALL PER OECD'REGSONA. STD. 170G. 0 34 I EA WITH CUT-OFF WALL 00" MODUFIED TO 5 FEET (SEE 017AA. SHEET MUMSER MEW X%"G. OR A UCEMSCD LAND SUreVEYOR ONLY. kow WMW ONES OLE Or HUMAN 10, CONSTRUCTION OPERATIONS AND MADOENANCE OF EOUW OCcuPANCr;SHALL BE PERFORMED MY Manam; THE YS& PUROM AS FDUM&- INSTALL CONCRETE SAWILL PER LOS ANGELES COUNTY DEPARTMENT &UPUEN tS a -FRIDAY 7= AM TO &_30 PM O O STD PLAN 3080-2. CONCRETE SHALL BE 420-C-2000. (SEE MAIL. OCTOBER 'ST TO APM. 30� MONDAY un-y -PM AM TO 5:00 CONTRACTOR tO,RQK)kk AND REPLACC DOSTING, ASPHX7 AS NECESSARY s -'0 0 I Ij UONDAY-�FRSDAYS PER LA QMTA CFN SD.. OM BOO: (SEE OErA!L'SF 5)_ 367,SF AN TO 7:00 PM LIF .61T SAR". GO AM TO _�.00 Pm 0 CONTRACTOR TO ROAM AND REPLACE EXISTING, CURB AND CUTfM AS ::xTS' TO 111"NSER �5 0.9 z SHALL. BE PROhIBTED ANY TWE ON SUNDAYS, OR ON rEDCRAL HOLIDAYS. NECESSARY PER LA OLWA-C9Y M DAIr- 201, SE[AS. SHEET 5) BOA SELF CONTAINED TZ 1 TRAVELED WAYS MUST BE ODNED ONLY Of ALL UW IfiL AND DESRS OEPOSITED ON THEM AS A It CUITIND Yr�.N)l ERGO n -"JAC�_� RESULT OF THE GJ=GSG ORMI.M., GLIANSIG IS TO BE DOME TO THE SATCFAGIIGN or THE Ony (SEE GE.WEN . C0�10PRESERyE-- ENGINEER.- 11 ALI 10 R` ARE L M CONY= aelMOZ 71D WZ FOR 1r4W1&=M UA.S'A' O usTALL ar KDPE sTow mm IF . ',A I-ACK MOST OGRAIN A NATIONAL POLLUTANT OCSCHAROE ;,4zf 4. vy P�* J SHEET 3 EA (a) 967AM Uki#M WM=PTOR,PER OVAL ON 9 ftow"TION SYSTEM OWNERVOEVMLOPUM ARE RECIARED TO FILE A NOME OF INTYNT (N(S) WrH THE NM(TSE�R M= =F=),EnFROYUM A STORM WATEIR POLLUTION Ek IDL OM MR. C- D. TELS40M Of �: �AND A PREYDAM PEA �jl O CK7 TO COSIRDSOTE WON V77 c PUSNCTOR O. !4j_ A9 ALERTED EX WATER rZ L STM 0. Jowr VnEUTY ::, �. , " 0 ,L THE On=- a 4 micau PawAkm To Cmrmx Ndw� ScvRcE Pm1_TEwm CAMEO BY STORM 10 RCP D. I WATER. THE PROGRAN'T, Gd1ZMEffEG ANGLEWFORGED B., THE SWROB SNEE, "STAUL -xwm 0"WELL PER DETmL am 4 EA j 15.'TW CMY WTAWS.W OW TO, REUUM PLAN REASIONS AS NECESSARY. SUSSEOLENT TO PLAN ti I . - I . i 'Al_i !.z: APPROVAL BUT PRIOR TO COMPLETION OF SHOWN ON THESE PLANS. IF ANY NEW r- z i"mv:SELF CONIANED PRO' CA Ift wu or x 4v DPE am _q*45 AC.,A SAC. KM BEEN ==SME = A THUS) PARTY WTTHIN THE. WMATE . VICINITY OF THE'41PROVatENTS PROPOSES SYJHESE PLANS THAT IMPACT W DESIGN 1XIECRITY OF Rif *WALL curaT oms- scREEW PER mAw ON SHEET No. 4 __2 CA le; &PROVEUENT PRO! 0. LARTESTO - .AND GR--ASGF---- BE SaRNFEW THE MUNRIVEUM SPONSORS. W THESE PLANS ARE VAUID MR'A PERIOD NOT TO MONTHS FROM CA APPROVAL z SS�GGHZNRAIS 7E OF :) CA NOTE TO CONTRACTOR, -QUANTITY ESTIMATE 11 THE 464ZOVEMM SPONSOR SHALL BEAR ALL CC UPQArL4O THE PLANS, -1CLUCv41 NOT UNITED TO. DESIGN AND IMPROVEMENT COSTS TO AFFECT CW&U-"!WGH ANY NEW CITY MSA CONSI&rkr. Or- "US 90 REPRISEWEAGOM COMCEF*SNC t�_ ESTGAATED- OVANTITM5 ON THESE,PLAMS,. EXCEPT THAT DARO-CRODIANOM 00 LAWS AND REGOATIONS. 017=6 OR ADOPTED el THE OTT CA OTHER Nil SUCH FICLM& ENCLUIROD ALL.EAITT� WAMM AM PRE10,12WRY ESTIMATES AND MR PERM PURPOSES ONLY. n r t�r L IT SHALL BE THE CONTRACTORS RCSPOHMUTY TO PREPARE MG OWN QUAXRTf ESMATE MR CONSTRUCRON 04 COST I,. ==S= =TIMy=rEXTDZ oMtp AS N :��. !, .!* .1 NEEDEDATAl. LOCATIONS WHERE G IS PURPOSES AISA Tr CRAC.XOG, UNEVEN AT KXMM 09 GRHERWM OAMAGS% MMIAN7 TO STREETS S, HXAf"Y5 CODE SDCT" TjCo��HE RXSPOMSaZ MR ANY' OEVIATKWS.SETWEEM ESITUATED OLANITTITS AND dr t. 10. THIS REGUMEXT APPLIES TO ALL SMW" LOCATED IN PUft;C R%�ff OF WAY ADACEN7 TO M IF r-7 PROPERTY WXG DEVELOPED. UIRME WATER COACHELLA VALLEY WATER O*1w 17 SHEET INDEX 16 /1 IR DEC 4!ZM1 SEWER COACHELLA VALLEY Z:m; SHM 303� I E 19. 10-01.70 To 01.70". mc afinink IRRVATIOR FOR GAS THE GAS COMPANY 427-2200 'o TELEPHONE VER%zO" 413- 194-C 3 104 C. AND E 760, SHEETS CAND 6. SHEET CAB" T.Y. ONE WARNER, CASILIE 340-1111 IRRIGAnow :r 393-265, P S. 104 USA SE. NFICI 227L-2WO CMNUED AREA 2-0.31 A=i .OF AVAAASLE RECORD W.A. C-rcH BASIN NO. 7 Q1+ 4.0 era Qm� 6.6 do AN, EXPEXPROUS MANNER. 'KiE COARRACTOR FURTHER AGREES TO PURSUE DMMMLY THE ANT OWNPAWY.W%M FM PLANS NO FSELD'SHALL BE BMIGHT TO.Tht ATTEN7,10H OF MS� CONSLATIMIG, MC. THE GEAmw7.OR W�a . . . . . . . . . . . MOnFY MSA SXA� BOGGICONSULTM& PRIOR TO POTH� IF NECESSARY. MSA COWS017M. N. SHALL REVU THE:PLAMS. THE CONTRACTOR 0 WLET CATCH aASIH- CONSTRUCT AFTM REVISIONS AIM APPQMW --- CONTIR IYWELL INSTALLATION REQUIREMENTS M PUMPOSE OF THE D= VS TO PROME ORANDOWN AFTER A STORN EVER? AND TO REDUCE STAND= ROMANCE WATIM TW.•r1ocnog OF tw WELL 0, LARGE PART UPON THE SOILS GNOMONS WHERE THE ACTUAL. OWWELL IS INSTALLED. TO MAIGMZE THE AVENUE 48 SHALL BE DETERMINED IN THE FIELD OY THE PROJECT SOILS EIM OF THE INSTALLED SYSTEM, THE DEPTH OF THE COMNIES HE ENGINEER =V CONTRACTOR EASED UPON.TPE ACTUAL L 0= EXCOUNTERM A SIRMEN REPORT OF THOSE CGWDfnGWS SHALL BE PROVIDE TN� DSMffo= ENCROCER OR OUALITIED COMPRACEOR TO THE 04DW OF RECORD. THE CONTRACTOR SHALL A CONTRACT IOR Z UW-Ltkq :7: . . ........... RECORD OF ME IS JED: AND Fft� �LOCATIONI FOR EAC4 CRYWELL IF FOR ANY REASON THE REGARDENG :7:: D" COM"C"THE ENGINEER OF RECORD WONATELY, rKamsivE or LAkoscava w IT Puaws, CAN POTENTIALLY Rmv IN wavzE'm OR FALuRr or opywaLs. RETENTow 8.4 C Q'ANIONEW NOTE, GASH& HARDSCAPE-OR PAVEMENT. THE DE2=.91(TWh HfREN tS DnENSED TO COMPLY=jZNGy Z. MUD"S' INDUSTRY STANDARDS SHEETINDEX AM LOCAL CONDITIONS BASED OPEN WDftUTM AWAAELE TO THE DESIGN ENOWM RES XELC MAGnowtm a. THE PAR, OF THE PROPERTY OWNER OR ASSI)CIA1104-17 M RECOMMENDED THAT THE DEVELOPER MORPOPATIE INTO MINE CC405 coatmw ol too, 2OW 303, 4e RESTRCPONS AGAINST OVRWA`MHG ST FVROM RESIDENITS. NOTE TO CONTRACTOR SITE 9D_ND_M0_NS CONTRACTOR AGREES TD ASSUME SOU NO CO,PiEM, RESPONSSIGM FOR INE jOB STE CGAWKN SCALE I'-*.00* Dig e1Y OURMS THE COURSE OF COINSTIZUCTM OF SGS PROJECT. D�_UDOWG THE SAFETY OF ALL PERSONS AND I ... ..... PROPERTY. THIS FZEGUOtDjDq APOUES COMR)MIOUISLY AND 13 NOT LINR TO UDRMAL WtIRISMG rKS PLAN HAS BEENREVIEVVED By EARTH SVSTTE:L5XUT=E.S1A DIG ALERT DIAL TOLL FREE THE OMORACUIR ALSO ACKM TO MUD, DMIDOWY, AND HOLD THE OWNER AM THE MSA com""Mm APPEARS TO BE IN GENERAL CONFORMITY WITH C. TO Is oHhwm" OUR REPORT DATED JILAYJ 1-800-22772600 QCR'6=%nTj WPRC=rD4%=Uj5B4WT 4)RARAMENOMM Z CHE SOLE KEWOMINTH& OP DIE "HATER i 3,�200S, OUR. ME GET MSA CONSULTING. M < I WE MAKE NO REPRESENTATION AS TO THE ACCLIRAC AT LEAST TWO DAYS MEASUREMENM CALCLLATIONS, OR, ANY PORTION OF TEE -DESIGN. 13i LT'aH234 k� BEFORE Y(XJ DID SDUfNMY.UNE OF THE SDUTHWM OUAI"Ut OF-- 10- , A 3 SOUTK $1ANCE 7 EAST. S.ELM ALSO BEING THE CEMTER1jNE OF 0VAX 4& AS SHOWN ON .--. . 11VIA. .__...__._.-.-_.--- MAP fa 335M .04 FILE.N BOOX 214. PAGM 24 THROUGN� 27. DOMUSIVE. Or PARCEL WAP&'iE� ZIM LNOMMM GERVXX ALERT OF SOLITHERN CXUFQF0QX I OF RIVERSIDE COLIMIM TAKEN AS: N eg 19`24'W DATE RENCH -10 -70 REVISIONS MSA CONSULTING, INC PD 2 ELE IPIANXm 0 CrVOL MQUIONERINo W LeNID LOCAMN 2 j/24=noSKMSTkAr WAR EC 34200 Bw Hm Dian e RAN= bimAcs v CA 92M 31&0' WEST ON ANT. 50. 46' NOW Taossmis (760) nDAM W FAIC (760) 323.7893 1 sounm or PP p2nm - ST- & AVE. W. or CURB. w 19414 11 COACHE" VALLEY WATER DISTRICT GENER44. ROWS FOR STOWWATIER FAMMEB T. ACCQRDAMCf�R`eCUAFMXT0navsPecmftow WD4 L THECONTRACROR SHALL POSSESS AVALOCLASSA STATE CC OCENSEL & O7G%AC=EAWACCNTACTCVWV . MY ALLWORKSHALLSENSPECTOOSYMM ACCORDANCE WTTNCVMSREGULXTK1N9, CVAOM =TO=a=!mCTwm R�Cc.RLA7`0,T SKNUL 101CHODULS THE OCCUPRENM L Aampuv*m=wvTNouYmPmTx;wawLwa&mm-., COW RACTOR MUST SEOJ M4 CONSTRucTion ENCROACTUAD" PEAMR FROM CVVTD PAKIR -0 IM THE OGSTTRACTOA SH�GVEWPY ALL atTATONS AM ONEASKM 99MN M TMESS PUNK NCVW0RW94FMAyNW3RTOG?MUPQW0AK THECENTRAMASHALLNQNIYTHE APWIWALLILOGUO TLOONTRACTOKS"LuiLwoomAmmsaw"= PAMAT= cAsTym CV. cpENE Oro fTl WAL PROVIGES ALETTIMMMYN! LANDUSE AUTMMRGR� FRO= CV"FV1^GTKKT OETERM'NED THaCEFkIW=TM��to�WTHEWIETEYfATER .S�SWC=MN��MANACEROMIAB TINE ELUD�T • RAN. 9TGNMWATEAPOLUR PREVENixMI TKEA1PUCATK. TCTHE .,Mkijm mew, PRbCrMA TOFFe4EM030MAGEOFMMOTORWArBFGENEMTEDR%p WOINS AMR, Te SCLA�=� AS 087ERMDEDBE EMIR OSHA= TO GNMa4a GETTOM GCOUR PSFA^ SLOPE PROTECTION AvAin, YEUETATR OUR.C7. 4PPROVAL RAK)yALGFTNSDRAWNGSYQV.W."CMVTNIAT PORTECIN %T?NLVQYW_D. RGW Y - ' EAZR0AQV,6Y1T PERAOF NQ -1 29�1 EGG/ AFFIROVAL OF WS ORAWU40 BY QV.VVA DOES nor' =APoP,1%A1= .=mw iO ADEWACY OF ITS! RWCnOjA C4 EASEMENT INFO • C"D CASEMENT 15' BY .6mmsm J4 em-I?s OF &Lx* LA OtJWTA EVACUATION 01AMMI. All STRUkENT /7f2fiOaO R=. 12/128 Cy L&el' 431180 L IA qTY of LA WNTA ton Sol No. 09017 VMM.DPAVVINGAPPIRMAL 137735 - CVHC DUNE PALMS NEIGHBORHOO I PROVEMENT PLANS AND . EVACUATION CHANNEL OF StaFSAA 5 AND M. - OJW 0 EVACUOIONI S MEE TS or Sm 29T 5 1 R. I I In M '31,735. r , , i .: , . t { •. Y . - ; . I - , s.. _ - P.ma. u,u•c9m� ;"tea wTaSawiLS' • .•.�.:IDI - ; _ �.I •.. 1-........... y •ARA.A AlenK aA wend 1 � T + im_ :_ .tom- -•a.. .... _ .�,y s ,..-,iy sm-i... �_.._,c_,ao--.... saw.:.-r•-sn tm ..m-,._._�•a. oo-... - n n F.rFAR STORM As UM E ..,.L.._; .. '.._ `......' ... I .. . i BASED ON CaV OF - A iIF!h yEu�F .zo_,_ .. , ? f REI �ORCECCERETE' PIP CASE I.I E . 1 i S E } i - - o - 1 - - wl,w .. ua.w •o Rasb rAT.mA LA , I A. Al mriar,v, < 1 ,. ._._ ... ¢ 1 _. _ _ - . 4_ ,. �_ ..._ - ' --T .. _.._.... _ _. i K• •Iw ice' I ' .,n , 9,e.T a • I U j ._. ) .. - � • • ... ` � f � ' '- � ,• °. werr o(aiiib �•aMmG�Na� ` i . ^ 1 , r .... as z mw G9NA 1MArsn �. » 1 »-_ I - VITRIFIED CLAY AND PLAN CONCRETE PIPE .I I L SIM . i.__... _.... �.:. _...;._...y ..I-.. { , ..... ,..... I i I t ,% , a ' t I sf f s 1 �t.-s ' O ° * P,w1K1AL A•sAwa �nnnK0�a�e 1 iP s.wwl nIA�aASr.fmw"SISP., I "a'"°` a7'.Tuaw9,FFde y�_ CASE CASE 4-IDBAI PiP '3 S "lacmi- ...-.,... ,? . •-MaL ssN--T ' w s 1 -2 ,- Q 7 C 8 .., t_, ..'a: v' -1. emfws mw rwml sm , i _ F W pe��.o i UBC R '^"a? fn'.�o.-'- ;-tc:.r°-_ t- 1yy Vvr0.4tp_. .... ' SFiSYnS," 'maT+ "' "-i°1`ii§"" "�u"•�WS''�..Yi! uw.�a ".. fwsmm o. ',RR1cA - . ; .. -«m ,.- 1-•' • e f:•.. ..- -_ ,,,, Y .. _ �D.BE ACE 1_OS ANSELES COUNTY DED'ARTb1ENT OF PUBLIC WORMS _ i •. F `: j , , AR4T PUN : - .... .. _.r.... - . , VX • I y !.. + PIPE BEDDING IN TRENCHES' WORKS .},., : L. ,-(2).eL7•_ a i s _... , -2� .,. r ANG£ e9 COUNTY OEPAR TN£NT 0 i s �..: o, .0 ...«I r .. r\' aPPRovED Q Inae 308� J OePiPE'BEDDING IN TRENCHES F s�s�T i__ ,.D __ man.o.nJ t C30t3V Z _ .. - - PUBLIC 1 i - t m rt ..� r t >-... s. _._»..»•. _._ _ ._ . .. " �•iL .....». «-.«... J.M,9. • SEE .ODi nR:+' ATER AIAAV i.... , f V '�T ' Gam......._._ �rry ury L P ._....:-..... . E ,2�Tt,:r_... _ __ _ _. _. .. _ . .; ..- _ (FlnD •., ) wrs I} U u 13+00 47.00CfT1 t2+0 ""'''�'^4°�247Qacf9 )• 71+00 -.__ _.. 1 4-00 A �f PROP.suaPVE coarraLOHp. E TO CONTgAQjDR, EXISTING UTILITIES ti0tp8 aea9 Vm•7.50rps: _ 20 SCALESHDyz LINE /194 8 XAMIS OF UAkDERG-ROUNU UTILITIES SNO" ON THE BINS WERE OBTAINED FROM A REMEW OF ^'_!� ' I' = 2' VER '( RE RECORD Oak WTM1E DUE CARE WAS TAKEN IN PREPARATION OF IMS PO'OIMlT4N, NSA / �./ .: / •. % j ! `,; ,,• ' / O NG. INC. CANNOT AND COE4 NOT GUARANTEE tlE ACCURACY NOR THE COYPLCfE,EsS Or ITT. \ y� ? • , WOK TN@ LOCATWU OF EXISTING UNDERGROUNI) 1•TXNES ARE STOWW IN Aw Af+PRCXRNTE "wAY \ , ^,' %/ // / it,'31:t� / / 'j`V NI CONTRACTOR IM s+tAl DETERMINE THE EXACT ,.�wTAITNs of AL EXSTLw vRUREs I1FfORE `\... ,\t } / /.,• / / /� ;P �i, )NTRACMR ACREFS ro BE nUU.Y RE IMMO E FOR ANY AND ALL OWASM MUCH RESULT' FROM .�//� ' AND PR"fRVE AHY AND 411 UNDERGROUND UTR,T.6 THE CONTRACTOR \ !• i a�� _...t / / 3 FURS TO LOCATE EXACTLY L a.,A i(j 2 TAD' POnCtE PRoroS[a TADs]9LLs OF ODSTOIC UNITIES PRIOR TO'CONSROICTOF AND SMALL VERSY IOItRtY.TAL AND VERTICAL LOCATIONS. Rr THE EVENT. OUNIO Ta�iRIKTIM THAT UO1UX NH / _ i fi t: , `�\. / /'! t / ,/ %- ''� % ? Y S CR'UNRUNORN SIRtICiL'RCS ARE FOUND AT UNWCCrED EU VATO M OR LOCATIONS. NSI, // Li,NC, M. S TO BE ISITSED OF SUCK CONDRgN AT ONCE NSA cON5VUM . INC. WOL LANCE (7jy().' OIi1NTA \ �'. /� •/ ID DEscx CHANGES AND TE CONTRACTOR AGREES TO COMPLETE ALL t90aL ON4000O REDAIR$f ` / Evxau N O/wMe�, / // " . j, ,/ • \J,. �P 1- / ED, W r «PEDTAOU^ FANNER, rlt CONTRACTOR RMTER .AGREES"ro WRSIE DR&ENTLY TFTE / / '_l EX iC w \ J ., SOON or SAID waGc. / J ' ' t ... / G ./;"SD SD SOMPNWY B'-T4T�`N TIE PU16 AND riFLD SNAA LIE BNOFN?T ro iME ATIF2RIWE ON LSA. - f/ ' j--SD-i�_".�. as:6 .••:'! /%i' WATER WIN \\, P j f I tDNC, 91G 1HE CONGiACTOit ,SMALL NOTIFY'NSA CONSULTTNC. INC. POOR TO POIRCI C. IF •,...•......-._-_ . ^.... _........: - . .. LAM, NSA C0V6UL1WG INC. SW:LL REVUE'TNE PLANS. THE <„ .• ..,._. ...,j - � / fA,rTRACIOR SINE,. BEGPI /,_.... -y W rJ - // . , ..__....._ WCATON AFTER REVISIONS ARE APPROVED. .•,.-._..._._ ""`L.:.,.L_ : rr."'_ (_e'z ..C_ / _ __..u- / ! i DAC. _ .r� EX V"Kmg CVWp _132E•.D / 1t ., ... _._.........,._.......'-/...._,.,.-._.......- �D °q.• , r•, _ // MTT' .._. -. ...... __Fs ...... ..._, ...... ") _.. ._ _ f f /. :nl:::. �fr_..,-,�. / _.-•PSt.. lei W ® ...-.._.-...._.__�. ./._._._.._.. _ .r •[ *AT1 / F' /' - ,: roc„)N I I 41 CYe'O WIC. .... ,G-._._ , , . EX rElEWIONE® Ex\GS 90 r 11�-' 1 - SFE IRRIGAT/OI LS _- �o - /i.. I �l SECTION A -A t:::':: � , _.,..3--••••.•.• EX, i5. 01 REPtAOEUorr PLAITS ; ,'--�..___.._ y - OL Sra / (aroO DNC rm+68]._�yDyn t, ,l t «, rnEPMOHE WWaN YAM- ) r.. T - _ ._ -- -- -- - _ / r' / YPICAL TVYIN- PIPE SECTION r /. n is. STATION 10W3,T7 TO t5+B4,0T •-.� ___. _.. •_'-=�`� ^`\ \ \ j�` ONSTRUCTION NOTES 4 � "•... / a F-1----' •2 vA _ i INsrAL.7A• RCP 5(OfaT RAn. D-IOIO 1000. CASE leBfOtSAI PER i-j ...... O(anNG 12-.. SEX. CONCRr1E.-- I„'$ ' \•.- . .. O (LOSSE A ETA%. ODUNEY Dc-tiMNfltlr OF PUBLIC wORRe SIT. PLAN 3000-2 .--.._:..L.._--ems__................ ,! _._.. ,t> .........•._.. , � ..-Na..ccPNc�rrE. ` ..1.:L::.....___ (SEE DETNL SHETr. ] �__ �,_.t•.',7; tir_. ) _._ _. _{L_ _ / . , , - .: , \ Q=• O o01G'iID 34 WUI! CUT TYKOT ALL 00L M IFI DIECC RECT STD. ;. -"`- • / i ' 4 ! < .. 04 .:. •, ,• = GAO. O TA WTTI OUT) WALL DtPRi NOD:® TO s iFiT ..__ - n-<-_•.-Rr:A---�':_T,-.' (S41 Lii)S $10-1 ,BACI(AlL .--'-.'w--: qlr-..L_�-Oy INSFAl. CONCRETE PER LOB ANGELS CWIIIY DEPANTNOYr << ;y +: . 1. v ° • / . ' < , FJl' GAS ..• / <. -_.. &...._..__.......-.-..... / y_ E - DE -C-20 WORKS STD. PLAN S XLSO-2. CONCRETE SMALL. BE A20-C 2000 (SEE DECAL SNFEr 2) ._..._.... ,. 1+7a„ Lr t .'-.waAtT'OF'w, -• --,As .. :y / AO R•3O.GT (SEE OE i SHEET As'MEC�ARr O PER LACCA A CITY PER U RRNiA CNT Sr0. ONw EOC. (SFL N£TA.R SHEET S) ,.1 „+„- _ .'` _ . /, ., A._... Y.._ ._._....,..._ ; ." .e. - _1 - • . . , 48TH NUE'• r . AVC ' _ i4-w w = ��. - } Pp0'S AISED OR ` -1j/_' _rs 1 CURS AND cunrA O NECESSARY PER LA CONTRACTOR TO QUI at' DAK, 2D REPiACE 201. (SEE DUAL SHEETA5) TO DTED p�EACE moo, O COMMIE NEED lER E OT. OYERI UFO n Ryret o- «. 1 EIEO. EX STORM ✓, p / EIL hWSE! RETIEC)DR •;.._.._.... • ' __ -_ - - 'V , - - • ISD,D�I � _' _ 1t v . -- • A • 1, -��'^--- - � C: «. AMrT 1lfilEl:' 'iRDNM) TT:y19 N)2N"[.D�.p. "2y� . L y--- id : / ti.E)[, (2) 2, RCP ..I e . • .. , ._.19-c y...._....._.e. A ..., .,GO Cn NJ']7A I(/ / ..L4T.,p�O4A�'PER� '�. e a r • - _ __ . .0 t'E :i-_-_ - _... / r' 06D97 / �� \ . r i . 1 • Ww c� ., < .._'„_.. _ _ - i DI. L/P / `CX. CONCRETE �«, cmprm, %` Ow DUCK IN_R RIGHT OF WA 01 cm a i; au1HTA PhrM sat Na •. I 09017 _- _...._ _ ._.__.__ _. ..-.._...tee- • __-. _- ._._ __ .a DigjAleIm EXrt' - _. <,.,_ �_�� -w_T' --_' Y.� - -eaE. --- -.� - �= =-.. , 'tX Ca0 'E� a�JOCi5" S DIAL TOLL FREE - J.- cTAOUT]ANLA PaRTra�9(9TFrrArcv.w.wwcxroP.TVArwRr-:-'----..-._._.�_._.._._._.._...__....-.SINE 194I-800'227-2800 CIAGNTON CANNEL F7ACR0AawZvrPZ',%ffM0. 20 .0 a7RWRTi 6 tYI.T APPROVAL OF TMS DRAWDM,1I Q 1 2Day 1F,to�r�Dn AT LEAST TWO DAYS aCLUDEAPPROVAL OFANYPORTIONOF THEPROIECT N0-v NSA Cai9Yl,mp, Me. -BEFORE YOUDIG AR >r Hr a. srv.e CURVE DATA NO, COLD RADIUS LENC•IN IANOENT Ct OS Is 19.25 G ,9.25 19 9A2. 1 17.W 1 slur a ee s• zz, •T.12 ,TL7• 9. 9mw:9 oai..xTu, us _ m r- � RR�J'�c' !, cwua"'Y mnO1i u se r9eR 9" Mi ra m,.mma• � fur. Aes In •W Ww Tx• cmLM» v*u . •rnaw CASE 6 Ici�u o•°run .ATasAu is ..+ AL Areum o _� e°F'tira As.m.n v rw L US. U]C ] AD, RCP. GMs9 2 NOR YIMIFito CLAY. AWric AA, I LAIN COCKED MPE UNLL]! GTNEIIMlC9PCCIffEO PR SHOWN olt INC 1NOAECi MAPIHJ. ' i. roR Rm 9HTaw 1.- IN DRAM em Am LARGEII. soot" A SMALL. , CCMPCsm OF ]MD. 90- ISM OW IS.. a'" f"S`eD ROCK, "" IN..] uR .1 CCI4AXIE AGSREAAT¢ oR GRAVEL OR DnCN cRAIULAP NANR)AL .9 SPet"Im AND SMALL HAVE A'SA., EOUIYA0 YAUE OF T Y' Y Y' EACNEER. NO Liss n1AN 2G UNLED! D .wAWISE APP1I0 ED a THE s. wMERE WM SvhAEM -IRA. e75Ww 137•1:R M.UI TER i] OM nE RE UTEAdNT] 11 An. F SMALL BE MIT EXCEPT MAT A RAGATIGN =LARGER -- ..Is- m,.; CONRETE Ac2w-x GR. W CQ✓SCR - -.-I CQIISN ID RO- MALL, eE -M •. SESD1-8 SMALL DE CO•POs[D oP BAm ON *nER RAPIUL,- .. WISR- A•D SMALL - A °AID EOM-Lo. 1AUE NOT LL]] INAI EO AS SPECIFIED 1K SUBSECTION iDe-,.LI" A!'AA,EI�D D" LESS DTMU`R1.c APPROVED a, ne DIG. Be COIF 'AnD PRIOR TO 0t11�ING T,fE aAAM4S OP TNL OACOtLL LNE• YAUfOfY A='. FOR e[ODIR° a LNAL eE TDOm 1•'I IN THE GREATEST DIMENBIDN. NESTUIG OF ROCS] SITU. WY Of PENA•TTED. !. Y.W,CAS SPECIFIED DW THE PRDAEcT CRA-cs; coxomm'3IRAA EL WD'C-1I IAEDS4000M. °. WNRETE 9ADWILL SMALL BE 90UAED-FROM WALL i0'NIYL OF INS "m AO FlMN 1Ne eoTTOY of THE nE.KN M A N;WIMAU IXF IN - Iva- I°•I DYER TN! TOP a THE P.M. I cOWULN .• L aMA.L BF:. -DE. IOW RCP ]cSm 19'1 IR a AIMTEA GE U9e NNERE' nt 42TEA I] EOUA To oR UD" THAN 8 A -I owt COm 2 IGR RW WEATER ei COVER NS 1 ES n DrA•ICIFA :LEDs IMA• P 9 UST 11C. TIME Fm`A )9 L CTH.OVE ]Yi&A s 0911 AND 50 RCP 9TSW� nce C. -CA NA, YWRAL TEE COVER IS At91 THAW lOOrM U2T. WNQICi RXCVILL lNIAL.L BE ION Ax9PDA,wd R. S-mCE eP.ARUR TE]r _Ix 9ALTOfY . i.0. 9. MIRIBIap SHOWN LW THIS, PLAM roR IETRIL AID OIGLIBIs UMTl1 ARj WOT LYACr FDUA TA DES. IP IETRIC YAUES ARL USER ALL rAAYce YBm roW CObTMUGTIOw WaLL. K Man. YAM!GS. IF 11 iu ...T9 ARE USED. ALL VAIOLb L•Sm IOW w"TRUCTIDN .ALL a.. C.%%. uIWTa.. COS ANGELES COUNT' DEPARTMENT OF PUBLIC WORKS ' lOTJO"r PIPE BEDDING IN TRENCHES 3O -2 s•wEr ] w ! AS TO ADEOWCYOFITSME MEEDFUNCTTON. T SCALE 1 -20 R 9 ° Na REVISIONS AP,+fM.tD DATE MSA CONSULTING, INC. BENCH43.772 PREPARED UNDER TIE DIRECT ms JSION DP RC K. NO, Dee,els BY APPROVED NY CRY OF O MARK PD•T02-70 ELEV. lN6VD291 /•"t�j 43880 4 A A Ptwmum E Cim EIS • L." SDRYermo LOCATi0N 2 1/2- BRASS OW -STAMPED PO-102-70, ON IA• EtONATVE LiL fGy�, �^m R'' � OFFSITE STORM DR NUR THE OJERSEGON OF WASNONWON n, a AM so• aAUN A M LA TDE DA IVTD suD �7I-� OUTLET INTO LA C 30M Ban ROPE DRm ISRAmm MOLE • CA 92270 siS.N WEST ON AVE. 50. µ' NORTH OF CURB. YD CIECX BY arc. L P.E. lE LINE t84 - Tes"MNB (760) 320-9M w PAT[ (760) 323.7893 SOUTH OF PP /T29BSD $I'.27-1f% Puatc W oWmaA usT m rMsE-sW�/, stt EA JAD R.c.E ,Se,s EX➢O1E5 un,nD ....... . . a 2 5 . IN a 2 5 . IN �. _....._....._..................p:b._..........__...____�.._.._R1. e-.........._1_a...p __-._. ..._._..._..._._.._._...-_ a -..... ............ ....-_. ; ,yA.._-_._._. __ Aia._ ... i t • V � 1 1 1� i ) I / -m NAaI ........_ ........ � _. ._WATER/ ....aPRJOR..OP. o"o N2A 14" ............. ...... .-..__...... . }12E.I"' 'a* ... ..... .. ........ .......w......... ........... PRP. EN ams _.... ,I f , ii ....__......_ ....... �.._ —., '_._ . _ ............ _. ... ........ _.. ... .. .... .- .., ... ! ,2tC6 I '/• I f S - - - —T- r 'W ; CVATi OAC. DUNE PALMS ROAD. \ taus — : _... ............................ .. = _. _. _..: - __.:__ — ._....__:..................... .. ..... - __ . _......... _. -.. •, ...........,.._ .._......'�.. ......ee ATAR..,9.-° 194-B r..l ff� »6WlE j ! f MARTtCEOS LINE — _. .. _......_......_. L «, rzILPNOHE. Tc (45. ...... _ ^ ..,.. TC (aS.f3 6,�q _«. E/P R « cis LIN q last) A ° u aw�ARwon svl _ +.,:";.'ii: ✓f l __._._........._._..... .N ........ ....... ..._.. ........ e «....-, .._...- .:, .._._._...-...... ,.._ _ ......., .-... ._._.. . _._ ...... ,..... ... _.. ... _ ... ._ _.. r 194 � c�` ! I • n_..._..., ........ 00 Stt RrSnP SWEfl ,6�2a jj 1 a cAs OR !e Rrt SORW _:-::.......: Oeo 8( .80 cte E : 1, A ORPERC,IY ... ....._.. U 4U6iA P(AY S4 w ... ........... .. ... _.......... V ... _ . .. _._ ... ..._ - - ® �1r0 V U /JQ E•/i< ... �.._._. _.__...... .... _ ............. . _. ...... - 1 Q'Y•f}g2 'PROP. sJM roc ceG /, •, _ ........ s d ,. 4MT umm 1.:..... -. 10 .. - a CURB _ _ S' L i- «. Raw --___ ' , .. _ INE 194 E �- __-----'T-,Nr.—............ .... _.._-.......... --- ..... _,uy:.r '-=u,^s '` y•y _.... ___.. ........ _..__ _ .MJ ....._R_..c.`..-.-.«: 1-`:�.'_�...�7..." y LINE 194-C D7"— - -�\ a-xl.a' . .' .-_— ..-.-----•_-_ . 7 - - - D,-,om[ _ .-,_ � _ -- oi-,,.arQ6R , a-rzau __ _ '' ``-- a-a.xr :T'«.+e- Rm sew M-,om• __ a-±aw" / . 0:-1,.00' .,,� a.c. '- a-,s.aT, i0 � Qm ,'-'a°6+'w w oRAi DTI ar: j m-,a6e' o u, la ace a D., a- 1 �,w m so ua: dQL�! Pu a6,a ` y X o.-xS.W.' "' (, ♦ . -IOm' - - .. - 0,- OaarT, ✓ Dr.Sp' Wa,. ._ -�-.'- s 7 ` I _ .. 49, .L t1.4C Ov20A7'` 1D\J '..A'=.. A. ('X"A'l;:l'x:.R .GY::A' D,-ta.SS#' X.1 .._... -- — '`=LINE 194_D \- to D-x1AIr . ` .18C, s ujkElL WALL T t I " ; _.• PRWM a PLACE ^'f p PUCE 1 Y . s• cxw J ,N Q,_ `..4-1 EX 36• RCP STORY BC co ORAA PER CtR OF `may, .....J.... 1 I _ atu7 . PUR =a1 E i o : ti }. LIN 194 A, CONSTRUCTION NOTES ,�� j •+� � � '€.I I ; � d eoNrtUCiOR To RDwow- ....: E716N:G 6• R.0 STUR I a• 1mPE' f EIL 38• RCP I7WhI DaSTM SVRIEY UWAIUENT, C0WrRW= ro PRESERVE OR REPtAa bur AND R�,..RE m m 5TaR1A .mwN O7 1 6R.r, PER arc oP °� L[NE DATA j °O (Sm GumtAE. wTE Aa a) B• , ,! 0Iln PLW ,Er a ,APE sroRW oRAN PIPE U A l ^ \ , ...- .. 00VIXEL LItat'T wlb S 11 ') WSfAtll � � � u H arl! sa w �,e.m � 6saL vaxr•[u wlo+ffslort PER WuA OR s¢Er .. ro :1 Ot'Sa 16 w fA.00 Op FD Vl PUCE [0 . «. !a• RCP SroNOI ` r "1e•..Y 6• 11•x.e x law, wurE�mn u �V, REE7Z (� A. a. wArtR r; ETOM IrzE1 L..�a°° & a °� ° °` °� FOFi INFOEiMATION ONLY 91 L OL DVERNFAO EIL. P: DL RCP STORu DRAOI, . DRAW PER COT a•. ! .._...L �. _. OOAFl A GOL JOCYr 17faliY TRO,O!)LA OUYRA PLAN SEE c t., _ LAIDUINTA�i12 4 COl SB a faro• 10 QISIAE Y MELL MIM-ESL PER CETA. ON SWF1s' 4, PIBn Set NO. MTALL e- PALL PR co1KRE,E WEIR .••.F-•,� \-',,,,',,,,,,' of 0.e�FANCI RELONG DD TO CO�,Cii ¢v A ::. r + ^^ x)°/ �" �` CONCRETE WEIR 1, onEAi e r as WIPE my /` �/-1�. 09017 EPDXY RON. DOWEL ro DE o,SERt� `'�' . :'� " 3 V , IWsrHL a- )Au Pa fE MEW SCALE: 1 •- i • . W° Ass TKw 21 wro BASE : -. � '•J %° 'T .SECTION A -A wi !/e•o x a• Lmu; s1Eu oam A7 ,W a• O.C. ANOWIR_,D ro tRICREYE iU t� •"•N EPDXY GROUP. DOM TC of y`6DtfE0 ti W LESS MAN Y DOO BASE. ��v. A. ° I. A PROP. C. RO YT 1 Dig jAlert 0 scam+-DRAa, j OR'� c438&1'i AFMOvuOFr/DSDRIWWDDYGV.W.alSOfBrrlMr1 DIAL TOLL FREE P * 6-3D-Do PORTION LNT70N GV.W.D .RlWO V. FOR 1-800-227-2600 CONCRETE WEIR DETAIL D' 1w p !6' &XROAU°0VTP6"TNa i06072''' i AT LEAST TWO DAYS SCALE: 1'=3' cyAlh�. �� Y (\ o APPROVAL OFTIVSOVA ORA MY OR ION OF.THEF OOEs)f JI 4� rP GALS A8'TO � CYoPiTssWWTENDEDDFFINNCTTION, r BEFORE YOU DIO SCALE 1-.10' AR Rlge,a Rmrvd U0. REVISIONS .APPROVED DATE BENCH43.772 PEPAIED y I'm 6AECT IRAEAV'W'ON OF 0. .m WD Iris aV AP➢ROVp BY CITYO A MSA CONSULTING, INC Po-T02-70 ELEV. INGVD29) Sys HIVEFISIU STATE OF SHEET PLANKM � Cim LANs MARK �J /� �-•� 43680 A E 4 PARCEL A 3 8 - C N EI OR 00 3 . LOGATIONa fn• 8RA5 pmt SOJIPEO Pp-^OI-Ta OBE 1.7 sIWA71AiE4w ` `-•r XJ.4L °NAw)lav e4 OFFSITE STORM,DRAIN IMPROVEMENT. PLANS AND 3 W[AR t1,E anET>SCDApN 6 MAS,tNG10N eT, tr AVL S0, uuW A. OE U DAIfl ays m1W}xt 34200 Boo Hom DRm • RANam MIRAm wCA 92270 3M. vasr av AYE !a Se' NomN a' CURB, a' OUTLET U4T0 LA QUINTA EVACUATION CHANNEL ... TmxyHOWB (760) 3ZD-M • FAx (760) 323-7893 S°UM OF PP trzse� ;. yLZr �a �� a 9u t Rwon,' 'NE7+cRP'+EEtst LINF� T84 C p AND E J� �.._- Ear In or RE N 1/4 6N SEC. T. S.S_ A.Q L IRA A1L1 U_..---- 37737 1111111111111117 s The MaxWelln Plus Drainage System Detail And Specifications 'DI SEE PLAN) .De SEE PLAN W E Pl/1N jjj{{{��EEE��Friri/wwwNNN)))��' TTT��---------�8 CHARIER SEPARATKRF D, SEE \ 1 �� Da SEE nn�n n 90.0 19 LPJ l4J ,B n '.5 9 21 I7 l,l lRl D. SEE 23 1 21 t8 17 3 s 22 �t \ I I, a fda�� s n� X •' \.. MWFA^Aaowlse FeTaoFeq �. TORRENT RESOURCES -c e "".ww °F.mnsnirMaeoura..� •Inq b = z � ,� AIOtDNA Nminea.mes � 1 � � 10 j 13 16\NAG IWlIDB191 � Q !� 2 B ', GW6CmYA aw11-off .A' •� � - 7 12 ` REM NUMBERS 1. MANHOLE PANE = MODIFIED FLAT BOTTOM, STABILMED -COMPACTED NATIVE IN LANDSCAPED AREAS, 1 SACK .SLURRY IN PAVEMENT, s. BOLTED RING l SOLID COVER - DIAMETER AS SKOWN. CL.EM CAST IRON WITH WORDINGSTORM WATER ONLY'IN RAISED LETTERS. 18 -BATED IN 2 LOCATIONS AND SELL . TO CONE WITH MORTAR RIM ELEVATION 10.07 OF PLANS, +a s. GRADED eAux DR vAYwt) (BY OTHERS). 5, COMPACTED BASE MATERIAL (BY OTHERS). 93 lPUREfLO^I OF8RI3 8/aEID - ROLLED TB GA. STEEL X 24' LENGTH a, WITH VENTED ANTFSIPHON AND INTERNAL 28S MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12' LENGTH. FUSION BONDED EPDXY COATED. 7. PRPU:ST LINER .4000 PSI CONCRETE 48- B). X 64. 00. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMS BEARDOG SURFACE. ¢¢ �, ,,,.. mAs ,.T,b„• „� „� „¢, B. MIN.6 O DRILLED SHAFT. ' O 0. SUPPORT BRACKET - FORMED 12 GA. STEEL FUSION BONDED EPDXY COATED. 10. OVERFLOW PIPE _ SCH. 40 PVC RATED TO DRAINAGE PIPE AT EASE. IT.'ABSORBENT • HYDROPHOBIC PETRCOWAIGIL SkW E: MW:128 SEAL, oz CAPACITY. IT. ORAINADE PIPE -'ADS HIGMNAY GRADE WITH TRM COUPLER. I& CONNECTOR PIPE _ W 0 SCR 40 PVC. SUSPEND POPE WRONG BACKFILL OPERATIONS TO PREVENT SUCGLNG OR BREAKAGE. DU AiETER AS NOTED. • 10.. VENTED AN 14WHON INTAKE MTN FLOW REGULATOR, 14 BASE SEAL: GEOTEXTILS, POLY LINER OR CONCRETE SLURRY; 2G;, INTAKE SCREEN - ". 40 PVC 0 +20- MODIFIED SLOTTED WELL SCREEN WITH 32 SLOTS PER RCW/FT. 48' OVERALL LENGTH WITH TRKC 13. ROCK : CLEM AND WASHED, SIZED BETWEEN 3W AND t-ir! TO END CAP. am COMPLEFLENr Sam OONOEETOMs . 21.FREEBOARD DEPTH VARIES WORN INLET PIPE ELEVATION. INCREASE tA. FLOFASYTA DRAINAGE SCREEN • SCdH. 40 PVC 0.12T SLOTTED WELL PRWARY/ mco OARY SErnjNG CHAMBER DEPTHS AS NEEDED TO. SCREEN WITH 32'SLOTS PER ROWIFT. DIAMETER VARIES W OVERALL MAINTAIN ALL, INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE LENGTH WITH TFUa COUPLER OVERFLOW. 1S UK P O SHAFT. DRILLED TO MAINTAIN PERMEABILITY OF 22 DILET PIPE. DRAINAGE SOILS. r 4 MOISTURE MEMBRANE.. B MIL PLASTIC. PLACE SECURELY AGAINST 18. FABRW SEAL - U.V. RESISTANTGEOTEXTIE - To BE REMOVED BY ECCENTRIC COKE AND HOLE SIDEWAL USED UV UEU OF SLURRY IN CUSTOMER AT PROJECT COMPLETION. LANDSCAPED AREAS. MAXWELL PLUS DRYWELL DETAIL,S0 ERING BALANCE OF PROAOE END81Ds AROUND C H &ASIN N UJS UNTO cly4. CROr- 1 OF RETENTION BASIN. 2. SEAL CRATED NET WTH PLASM TO BOTH THE EXISTING AND THE NEW ORTWEIL .9 NS"" Sao sURROUNBNO BOTH ,.^RATED mm (UNOaN ICrT. RADIUS. 4 SEAL THE FOE. INLETS INTO THE oRYWELIs BY COVIIRIC WIH PVC CAP OR NATO. Y OVERSOD RETENNTION BASW AND SIAB:L-M BANKS GREEN R TO APPRWW KNDSCAPE. PW6) YgUTCR IRRIGATION TO AVID OVERA•ATE"r OR A'ABED SPRINKLER ADDS. 7. OO.k@: REUOVE S SFAIEC VOS GRATED ETS OR PLASM GP^ ON PIE. INLETS. OR 1OWIWOBAS UNTIL RETENTION BASH TURT HAS CJROKN IN ANTI TA30®. 8. RELIT£ ANY SLT OR ST2 URNT :NON MVM£LL OnRRM BEFORE. A0NATWG FOR USE A MONITOR ALL ON -SCE CONSTRUCTION ACTNTMS AHD PACKMIT THE WASH DOWN OR MNPID OF CCNCREE STUCCO, MINT OR ANT ASSOMTED PRODUCTS INTO TIE CURER AND STORY ORPoN SY^TD1. LONG-TERM MAINTENANCE OF DRY WELLS, . ESTMASIF PERIODIC o[SPECFONI PROCRUA. WCUAr AS A MIND M, O AffrMY RDNOJAL OF THE CR%Tm CO4ERa AND PSpecnow FOR'SLr OR 401MDR IN ORTWPI SEDIMENTATION Clow -Eva INSPECT CATCH SA NS AND DRY WELLS AFTER ANY TOW EVER OFSCOTICWCE FOR S110, NT BUILDUP. : WHITOR �NUSANCE WATER. RUNOFr FERIOO"L.T, OMM LANDSCAPE OUTC,,MON WHICH RESULTS IN STREET U RCFrCAN '.'TAX THE DRTNat OVER TUNE. MAKE CERTAIN THAT RETENTION -BASIN 13 NO WAMW E=SSVELY FOR DRDiOm PEROOS. 4 BURNER MANUALLY OR USING VACUUAA'MJM SFAVOE DEAN OUT TW OMUL OVUEERS O ALL SENWENT ON AN AS-h-A= a4m. S. 00 NOT ALLOW THE SD.A'M TO BIRD TO THE LEVEL OF THE ONERRDW PIPE Of ANY EYDR. ONCE SEDMDIT OFFERS THE WMUL DDDB TICE SCDOADNTATON 0"301. THE WDL CAN BECOME CONMAY'NATED ND'TE VOOS MAT CDC. 6. PRINIOE w WRITTEN `DC O' THE INSPECTIONS 40 MEAN ON FR QUENCI S SO THAT THE OR WOLS CAR BE MONITORED IN THE FUTURE WITH THE PROM FREpLIY. 7. R 6 THE FsSPONSOILY OF THE K'.J.ACVElM VALET HOUSING COALITION TO MANTAOt DRTWELLS AND FUTURE NPOS TREATMENT FACBRIS. DigjAler3 DIAL TOLL FREE 1-800-227-2800 AT LEAST TWO DAYS .......... .-...._.._.._. _.,,:........._.__._.._.._..._. t .•_ ......... ........ ......_..... / µ ........................._............y..,-........._..............._._...,.„.:__.._.._.._ / _ .................................... - '- \ ^ /� PROPOSED _ ��...._....._..._____.__.................. . _ ,...._........ HEADWALL DETAIL saN OIEOO REGIONAL STANDARD DRAWIND Bps IV 2Tcc.v-TTTNBr°- WING AND U TYPE NEADWAItS : SCALE 1--10' '1auYa p 0-34. FOR 12" TO 36" PIPES 0 ' ANG1E STEEL FRAUE" F LOBO S/8'p SR'EL ROO NOTE FFHCE AND UTCN HASP SICW. : LEMW O 8' O.G BE SUPPLED EY'CONTRALNR to _ ENGHFA7YS 8Ai6FA'•fDH _-I r•--=._.- /-SIM SKM^.11l✓n OETA'_b-:1a• (AT mama G FOR RTSCFORC[kEHT SECTION B-B 'SCALE: 1"=5' CONTRACTORS NOTE, DRYWELL INSTALLATION REQUIREMENTS THE PUAP'OST_ OF llE ORYWfl.t(S) B TO PROD [IRAADO.N AFTER A TORIA EVEN AND TO REDUCE TT MDaD MJ6ANCE WATER. THE FUNCTION OF THE WILL 4T0" N IARCE PART UPON THE SOBS CONDITIONS WHERE THE ACTUN ORMITU. 6 INSTALLEDTO UQ--ZE. THE EFFICIENCY OF THE INSUNED SWD& THE DEPTH. OF THE COUPLETED DAYWM SHALL BE DEFORM" IN THE FIELD By THE PRO= SOILS.BNWNEER OR CLALRTED CONTRACTOR BASED UPON THE ACTUAL SODA Wa TIOMS ElNCOIIN7FRE7R. A WRITTEN REPORT OF THOSE CONDITIONS StAU. BE PROVIDED Bf THE SOBS fN(pQER OR OU400 CONTRACTOR TO 7HE ENGINEER Or RECORD. THE CONTRACTOR SHALL PROVIDE A RECORD OF THE' MITFALED 0" NO FINAL LODA N FOR EACH ORTNEIA. IF FOR ANY REASON 7HE CONTRACTOR IS UNCLEAR RECAROD�O THEE REQJMD,(WM HE 6 TO CONTACT THE DCNEER OF RECORD NYEDIAMLY. NUISANCE WATER DISCLAIMER NOTE• OCCE'35M OVER-ORICAIHDN O IAVDSCAPGD. B T PERSISTS. CAN POTENTIALLY RESULT IN lV Y4.^E TO ENOOR FMAURE OF DRYWO15. RETENTION SkRNS, KAROSCAPE OR FAVO/TNT. THE. CESO! SHORN HERON IS INTENADED'TD COVJPL.Y WITH ACM REONUMONM INWOTRY SEAHOVRs AND LOM CCNOIOk9.BASED UPON bRD1D %M AVALAelE TO THE. DESIGN ENGINEER. ASSIA" RESPONSIBLE MADrVQNOE ON THE PART O THE FWOGERFY OCHER OR ASSOCIATION. T 6 TRFOODUDDD) THAT THE DEVELOPER 0WIPOR,ATE NL FUTURE CDdR i ENFORCEABLE RESTRICTIONS AOMU ST OVER-WAIEROIC BY FUTURE RcSOOTS. . �• REVISIONS APPRO.M DAME BENC:N1 PD-.102-70 MSA CONSULTING, INC .ELEV. PLAvm . CIYa. B.YO➢Tamm . LAND SMV11 M LOCAYION I 2. /2• ERINT SEC ONNOF SHM 313 71E ON AVE.5 . WtNOR 341A0 BOB H016 DRIVE .RANCID ADILAEB. G 9227E ']1s.0"iY[5T ON ASD. t8'NupRTI . --A ID ToLaMon (760) 320A8U . FAX (7450 323-7M SOUTH or PP rizaaw SECTION C-C' SCALE: 1"=2' CONSTRUCTION NOTES 2 CONSTRUCT WO CALL TYPE NIE DWALL PER SAIL DIEGO ROWONAI STD. D.C. D 34 WITH ClT-OFF WALL OEM MOOUTFD TO S FRET (SEE DETAIL SHUT 4) O INSTALL UV(NELL INTERCEPTOR PUT DETAIL ON 94EET 4. la NSTALL W MELL ORTWa4 PCR OEUI. ON SHEETA. NI OwALL Omar DEBRIS .SCREEN 00 UTAL ON SNQ.T 80. 4 Noe N4A e' ' G43eeD Ea. a-D-oP � C T Y 1 A' ' pyFRp�� L(�SA �CmTw7fAp �kHe. OF M RIOIIIW RWsprwd CAL1F�4 .772 FYREPAIEO OaTR THE WRCY BISERVLSION aF a.N:e: ND. DE,4H0H 3VD20) 63880 ORA- A .ON. I.NT ��/p (/•J�•�//� fafiNATVRR AFC AW/K RIR9. : AA 4 A. OE u TOUR OAIE SID I I I-Hozz WELDED 681. EEL ROD L2.• INS smm DROR J5 A+H OUTLET DEBRIS SCREEN DETAIL„ SCALE: T'=I' dTY Ot LA OUIMA c.vw.a ORAwING APPROV d1109 DATE NOR TD TA {40 -IT r tI Y SECTION A -A - I �� • . U'TYPE PLAN WING TYPE r WINO W REINFORCING ALT. DETAIL C NOTES: 1. CammFME b F0)4226D i Fa9pp� ¢GRAN nM NfnNFNFO )i1^. l papa m BAa:,4WIAF a OII,Mp: • C miawwa ¢aY:•¢NF ctli0a'STOT 41 top.f. 0, L T¢p U nndlop NAn b (ACaF FJWI¢si.loq paNM m a¢fIN 1pQa a�. m W I+a b1A¢� Iron. I WHwro0.r TAATdNharalILR (®roapTHWN¢NBPA pTwa F. li "I 4iuN l is F1{F wllc cL¢w p:ulY Dap 7"mlll/ma0a0o-L U(XXiN'w7':OI fWCIRJ5E1 To 5TAN64A D"A'm LFOEXD OM MBS cmt cESNp1. AHD F7OD TONS =�(n SHEET 4 E 5 a o co Q� s N0 �orF b oN� m �yc :f1 0 Z 0 ©O 0 t I?. • �b 2i A � i �i ' I � �� Ali ills g�05 o 9II II III. 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