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5000
r TWT 4 4Qamrw ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1 TFEB 2 % 2006 L For the 'construction of public or private curbs, driveways, pavements, sidewalks, parking lots, severs, w�ff rqA q�ier ke works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. L FINANCEDEPT. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:2/6/06 LOCATION OF CONSTRUCTION (Street address or Description): Carmela; Monroe St. and Avenue 52, TM 31874 PURPOSE OF CONSTRUCTION: Trenching and Installation of underground electrical III) conduits; trench underground DESCRIPTION OF CONSTRUCTION: Trenching across Monroe in 3 separate places DIMENSION OFINSTALLATION OR REMOVAL: See III) Plans . r APPROXIMATE TIME WHEN WORK WILL BEGIN:Februar 10, 2006 TIME 0 MPL.ETION:February 15, 2006 ESTIMATED CONSTRUCTION COST: $337,402.00 (Krovements) removal. of all obstruct n, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing im COMMENTS: Pending traffic and IID plans In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized gents,.officers, \nd and all penalties, liabilities or loss resulting from claims r court actio property happening or occurring as a proximate result of an work undertaken w Notify the Administrative Authority at least twenty-four (24) h rs in advance 7075. i ;s and 9,1hployees, harmless from and against any out of ny accident, loss or damage to persons or the ermit granted pursuant to this application. the time when work will be started at (760) 777- Comply with all applicable City Ordinances, the terms and conditions of�i permit and all of La Quinta and to pay for any additional reora—c—e—m-sot necessary as the result of this work. rules and rec pli ant or of the City Taylor Woodrow Homes - Tim Day b6745 W. Bernardo Dr., uite 140 San Diego, CA 92127 (760) 360-6305 Tim (760) 275-0598 Name of Applicant (please print) Business A dress Telephone No. Granite Construction 38000 Monroe Street Indio, CA 92201 760) 775-7500 Name of Contractor and Job reman Business dress Telephone No. a' 00089 02501 Contractor's License No. City Business License No. Applicant's Insurance Company FEES: Subdivision Imorovemei Minor Improvement Per Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL Class III Class I $10,120)00 $100.00 $NA S $10,220.00 89 16 Policy Number Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5000 DATE PPgOVED: Z�Z�f IO6 EXPIR VWTE: %5: (A&�D% BY:—. N .. '. Administrative Authority D; Date: A - o1-9 � Tl&f 4 4a" PUBLIC WORKS DEPARTMENT. APPLICATION FOR PERMIT `-2 Location of Construction: TM 3 1 8?Lt Purpose of Construction:-r l � c�lil$ ��t 1'1 OF LA tj-� 11 Description of Construction: Dimension of Inatallation or K, Approximate Construction Start Date: 6� q& Approximate Construction Completion Date: Estimated.Construction Cost: $ oo2e'0 7,a Z , .2 0 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling compaction and placing permanent resurfacing and or replacing improvements Contact Name: 1 ---ri ►yi _D li,c.1 Phone Number: -760- a75 OK-18 Name of Applicant: _ ""raja hr wyt -Lo ?60 36 Applicant Address: 1 �-]�} 5 lid . 3evy�a-V-" 7t^ S}t, ( 3 Sanest"ec�m,Clk 9 I a Applicant Telephone Number: _gS8 - R4 3 - S/oo o r Name of Contractor: (Sra n i' 4-e Gern s`fY'Lct✓*6-)i u . Contractor Address: 39MO Ma -rime C-F �o CA- 90001 Contractor Telephone Number: Mob--�7-75 -7 alp Contractor State License Number: °fiq Contractor City Business License Number: Dare 0I ► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4 Applicant or Contractor General Liability Insurance Company: Applicant or Cbntractor�General Liability Insurance Policy Number: G L 2 4 ga 189 i (e BOA a 4ga-I T�9 1-7 iNe ao��s �d Office Use Only: Inspection Fee: a, I Z o Permit Fee: As -Built fr'r Deposit: osi Dust Control Deposit: Credit Amount: TOTAL FEE DUE: Office Use Only: Assigned Permit Number. 0 V Approval Date: Expiration Issue Date: Administrative Authority: ,w�50 TAPER LENGTH 2 5 0' QII� \vi TAPER LENGTH 250'�� DRI VEABLE SURFACE tA-- A A A A A A A A A A m / =io _----�--- �CD o, \O% >0 SIGN ACI- G 500' 45 TAPER LENGTH 250' m �c IGN S ACING 500' 2 �� �`)� l� S SIGN SPACING 500' vco av \ooaA • ollanauNo avow ; aoi O1 ` 0321Vd3aa; 39 , J v ec.� s `i s 6%0 �s �j %/.S �o,ns 1r Lv� U L i Z (�Aacr 09 ('CSC V/ kZti 3b f u O� e ,, poems- \ Otf3Htl J trove.` jP.Kue' � ��,r�. avow ,' �tF e e % S`c" v SIG ACING 500' MONROE ST. O Q m M1 2111 a vel- \- �jD N \ 0 Q md0�\ QU W �av o .. w z N ■ A� k-ems l.Jof � (Aac)Y S) REPARE� 1„ �� +0 ��✓ \' TO e \ TOPS OA � ,CONSTRUCTION` AHEAD I 1 ui �CJ �++aoo mWHN \ OrS \ C Q \ J ■ BE \ PREPARED; TOP// ftoAD �CONsTRUCTION' AHEAD cow CITY OF LA QUINTA Carmela 225676 ft Taylor Woodrow Granite 760-775-7500 1 of 1 2/16/06 lspww— Jeff Davies 02/02/2006 14:16 8589435151 TWH 0 42/2006 THU 13:21 FAX 760 177t 7155 City of La Qulnta Pub,A PAGE 03 Kou1%oo3 . Permit Fees. Dro;ec1 Name: Taylor Woodrow plan Type,?Ian Set Number: IID Conduits Offsite and crossing Onelte & BacknR Total Fees Inspection Pees 1MI Mill $337,402.00 $10,120.00 2nd Mill $0.00 $0.00 ins MII: $0.00 $0.00 Sum $337,402.00 $,10,120.00 Pen -lit Fee $100.00 As-ftlt 0 plan $0,00 PM-10 0 ayes 50100 Plan Chek 0 pages $0.00 $/PAGE n 750 otalOtla: $10,220.00 c m N O_m ^4 N r,j m EXHIBIT' o BID_ SAL ' N TAYLOR WOODR8ILY co ul co00 ul 1151 T/2806 w cn w� TRACT $ 31874 CARMELA LA QUINTA, CA , .un UTILITY SLEEVES PHASE 1 DRY UTILITES v T,381 LF $ 19,80 = 154,836. ✓ TRENCH SHADE BACKFlLL LF @ $ 115-2 = $ S 273 908.E � CONDUIT III) PRIMARY AND SECONDARY 10,381 10,020 LF �i7 $ 5.20 = i �� f:ONOUITVERIZON 10,890 LF i 3.70 = s ,293.00 CONDUIT TW LF @ S 25.00 = $ 43,325.00 ENCASE !1fl CONDUITS1,733 9 EA � $ 00 = $ �" !ID VAULTS AND PRIMARY MEDIUM PULL BOXES i 4,J80.00 = 4,980 3 14,940.00 �£ VERIZON PULL BOXES 5X3X4 3 14 EA EA @ S 1.180.00 = $ 00 1(I.M' � _ IID TRANSFORMER PAD 33 EA @ $ 1 Woo = $ JID SECONDARY Pl1LL BOXES GAS SLEEVE ON MONROE ST IN JT TRENCH ✓ 1,325 LF @ $ � 6' STREET" CROSSWUS IN JT TRENCH! — * '� 550 LF @ $ 8.50 = $ _, 4` GAS SLEEVE 2" GAS SERVICE CROSSING (16 EA AT 50LF) 19 EA @ _ $ $ A00.0t1 89,540.00 £ MOUSE SERVICE TRENCH IID VERIZON TW CONDUITS (ADD).. Af P" 54 EA @ . $ 1,660.OU = 782,471.42r SUB TOTAL MONROE ST III) BACKBONE 1,34 LF ® $ 19,B4 = $ 29,244.60 TRENCH SHADE BACKFILL 5,834 LF � $ 13.30 = $ 77,592.20 CONDUIT IID PRIMARY 6` - 1,477 LF !� $ 25.00 = $ 36.92&00 ENCASE ! ID CONDUITS 2 EA $ 8,100.00 = $ 16,200.00 III) VAULTSII = 1Sg,961_Bi0 � z SUB TOTAL L n R� �'aF =337, "02--t m � � N x m N 'S m N m $ SC,435.22 TOTAL N np ,S 94Z,434-00 a ,1 00 CO Ln L7 M co lA u) A X- W W M UI �— F 0 STIPULA71ONS-. A. Ol1R BID EXCLUDES. Engineering, hispections fees, surveying, staking, monumerdation, pad certMeafim, compaction tmt;ng, soil testing, permit fees, bonds, construction water costs, utility removal and or relocation, construction fencing, SWPPP, PM-10, InstalEstion of streets lights, clean up of spoils or repair of damags caused by otter contractors homeowners or utility companies. 13. aid is based on move continous project, with a schedule that would be mutually agreed upon. C. Bid includes dust control for our work during uur regular working hours rimy. Additional after hours water tn.x* or sweeper isms could be performed one time aN material basis, r- D. Price effective through January 31. 2006 with the exception of AtaWflal prices. Nllatwlai prices may be adjusted as they are received by Granite. E. This proposal is sutxnged subject to the mutally agreed General Conditlons and Oxitract ProYlsions. F. our cost proposal does not inclucte rock excavnfior. Our proposal include all bedding shadmg and baC4111 wig native £ r. 'The abase casts are based urn approved unsrgned plans. An app gAate cost and time adjudMent . wit be made upon receiving final plans. SCOPE CLARIFICATIONS D_ my Utilities 1. Our scope of work is as follows* -IID plans sheets 1 to 5 service order (f60032435 approved 1243-05 -Verizon plan cbndu►t ptarn sheet 1 of t WO 3PUADAK71 -Verizon service plamsheei 1 and 2 WO 0542 7PSA4AO n rna) m L? \ m M, W - firne:'ova -r L0057 ! sr,'s: cgii-y Al" work i! earr of alazc Stree< nct i.-cEud Aq-- Jafisc4 Street_ 2. Our rxst 4L s rut snOAa te`:gxfzry ewer. 3. Our cost does r A � 0- udr< meter pc dr:st Is, trar* termer paid:;, cage, a e:ricon Cai�iC' or TYIf ;abia. C Our xs :� roA :nck.4c clearing n` corrstruk;1km 4ebft trc:n alher contractors or toss of p,odul Eioil due it, iwflicls v rec xed access fri0wr curers. if Our praa,tcttor-. ?s itr•pZ.=-led ; ifr,lrtr s1-eaf, be ccmper sa ed. 5, Our roac sioer rrJt include re pla�:int) r�r ��re?te, fe,�ce or air,e: irr,prarer.:3rs rez�av:a1 le, irrslall'ry udifitk-: - 6. rxw cc:-;t ?.u:ludc 3 Pluseu .he ra3d to stag condiA crossl:egs am sleeves b 1 ranbriuokin rurt and not i n ! halves. 7. our cosj does nrA inclvdp asphalt pave:Wat notch_ ? C�,. oc:si Jue , n��t mcic�dr strpp:,riirrg e�C ers�:nq perfes ,x stru:l,u::���. 8 CG-.rr ccscluetca a po6kny eucava&oj.. in tl� slreet and parkway and backtA to ! xi'A x) gr3e�. Nr 0.dr)i•`^*•a1 ; � gradi;ra m bahv.:ce of the site ie; ir&.Awled. 10. Our c tg for vessiz.?n ca&nJuK inctude; 4" o-)rt:luit on 'A , on NO 3--'0AQAK_ And W s:e evC s slx r. en WO t)5t2-MaG-AD aheets 1 and ! a--4 2" oarrdu0 frnm edr:, sPatice pit to eacn';`t. 11 t1uv cfx;t does am h(:kto.e Verimn s-plice boxer. 12, E,.as pnrposal l- W using ail se tine 40 aondiht and Sale cos fo, the AD pritr rzry a"d=esbrdary. '13. Add far hour;n s^rvk:c includes Conimction horn the I?D, Vqu zon, Tirau Warner conduit ir, a loli.� tranch to a �Aub W.&We We, Building rurnh-hejd S-W a tti m Also Mcluded lnthIs rte;n Is a Z' gs,s Sk 4ve :earn the psopeaty lire; to Mtiq n 21f' of the hufte)nS- r PROVED BY. THAW YOU, TAYLOR li C�6RO W DATE JE.FF CA►dI EFS PRWECT ENGINEER City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5000 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. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 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.5000 Carmela / Trenching III) on Monroe / Tract No 31874 In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. Granite Construction and/or Taylor Woodrow Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 P.M. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 6. ' Work within 500 feet of a signalized intersection shall be performed between the hours of.9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before.3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page 1 of 6 PERMIT NO.5000 Carmela / Trenching IID on Monroe / Tract No 31874 8. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 9. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 10. 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 11. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 12. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 13. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 14. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer. at no cost to the City of La Quinta. Special Conditions Page 2 of 6 PERMIT NO.5000 Carmela / Trenching III) on Monroe / Tract No 31874 15. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 16. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 17. This permit is not valid until the permittee submits, to the.Public Works Department 2 weeks prior. to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 18. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of -the private land owner whom is being encroached upon.. 19. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 20. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 21. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must ,be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. Special Conditions Page 3 of 6 PERMIT NO.5000 Carmela / Trenching IID on Monroe / Tract No 31874 23. 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. 24. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1.(part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at ,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. Special Conditions Page 4 of 6 PERMIT NO.5000 Carmela / Trenching IID on Monroe / Tract No 31874 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. 25. 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. 26. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 27. Access and egress to all local properties shall be maintained at all times. 28. 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: Special Conditions Page 5 of 6 PERMIT NO.5000 Carmela / Trenching IID on Monroe / Tract No 31874 • 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. 29. 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. 30. 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. 31. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 32. 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. 33. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 flnonce Reyanue Code EE1 . _t..� ''�Sv,:: :.•%- / �� •--,-ate',-ar.--...•-�----•�---- ;r -�el,r (r�'•'YI�-fr''�� �...:,.; . , ..; •'.:.:...::^.:.; .: N R A MENT-PfKF1MIT` .:.... PUBLIC:IA(OR$.GaNSTRUC.T.I.QN.._ % .. • .'�,GmroF•iAaulNrA • _ ....... :...- , • FI 'pavements, sidewalks, parking lots, :seers w,, water.411 'malns.and other like:pub :Dae.%r/`s�1r .i���G:i ; •riD. 9St3 VIPRQVEM�N1 S and APP.RQ1iED $UB01V!$1`ONS; . ,.t i;;on....::Quanti ''-�'•��:;-��A iini: •:.: -..•:; •.. •._•.:. �. 6 .... .•.... .........•...:...:..;.:._..:, ., :.:. ; S.•`'` ..•ro.':•�'.' �.�: _.1.:.:,. �+ �Nc>�rtr. ►�e�JC __ .::..... . ...... .... _ . .. J. n,..va updtirlt;oirrtP.nt.nt Psftn t=Cca�s� II l{,�[.'�. j. y , .{.�, - '•:,:' .j��6'�;`� 'e1_ ;01i..'.:>. ; :;L .. _;, . ':Minor:a'arAcoyemeat'P,eifnit Class IV j—'— ::u , e�,�Q-�G ,BLS i :: =-`' `e:; 'r%:;ir.Qascrlpt(on):.aarmeia•.Man ae:St.•.apd'Averiite 132:' .. ' 167-4 : -:Ten w$i:iil ;e_;a:�':;__5-,,5 �:,:.,.._:::'..,.. • ' t ,,. r_.,.. ti:: ..s,.; ' ,=;k .9tot776 letioh of underground'Btectric8101). coiidults; tren hhu darground el l:;i F4 '^i.` :'?;r5, ,tx_;,'•,- �f'@2211;1dB;_., :_ = { LrosB'Monroe:In 3 senajate Rldces :•jai : p3 �.4'p��: - . ,•:�.$: � _ � •. - - .. ... � � .;. :.., , �,;;_i,";'lti�..•�,t`y;�ii�•.:��.z.:5::: '';::e:• - �;:�.F!k@'�IQ!�PI8I1a `rsi:�ebrtt�rY 10, 2008 TiME OF GP.MPLETfQN:Pebruarj1&, 2006 T., . ''� '� R>i Y !• ?':':::::;`-ia': i :00:• ' j (ncludin•retnoval.:of-.•ll.obstruofioii, maer)als end.defiris,'backfillir .t., .f 1..,-Mf •m:a$'�:._.:... �.,:.,. aF;% Li¢/prate la0in im rovertaents) �V�ik:AF.�Ef( M. , . .. .. .. .. . � '. .. ::tiED;:tpu'11U`:DAY;�Q:AGT�Vf:'=^ = t . .,,..}::..J,.;1,.-n>,}I ••• t � t.,.:;r '.�,.�. ;;�;�•. -?' .h�beizY @r. t lrademril{y,=d@fend:aod.aaXe:the:City, its: utho/jzed Agents,_offiWe,,tapresQntsc(yes anii emRl�Vde§;:httrojleas frorti:arid:agai�lat•aDy end'aijpena(tleq,:liatiilitiea..or.IOss r@suiting,from.oia(mg or. court eotion end arlaing out_of:any aocident;'Ipsa`br damage to:persona or property heppening o.r occurring as a proximate result of any work undertaken under the, permit granted purauant.to this applicatiop, . Notify. the• Adminlstrative, Authority at least twenty-four (241 hours In advance of the tlm@ when, work will be started at (760) 777. Compiy wirh.bll ApplicableCity'Otdfnancas,•the terra and boinditlons,pf the permit aril all :epplicsb :rules gulatips.:of the, Cfty of La QuInta and to pay for any aridltlonal replacement nei;essary e6 tha, result of this work. ' �'• Igi •r of•;, 'jil) a`AtRr�/� a t.. I 11Y9UF,yUyUrVW nuillubI allll L40Y /V117J .YY. M01114XIVV V1.r OU1;O 17V V1ill \IIOMVe Vf'l•Vi I I1.VVl JVV-VJVV 1111I tiIVV1.d.= •v�� N.am of AP.Pf(cant (pieaea.print):' ' ::• ' : - `Buslnesa:Address :Telephone No.. Granite Consttuotion•• '.'.: i.', 38000 Monroe St eet Indio,.CA-92201 .. (Y8Q) 778-7600 -Name'af'contractar and,'Job'Fo.'rsmen : :': ':Business Address, : Tele" one,No. -OOQtiB . c .. ;02601 ..:CoRct4rrs CitY,Susina$s Ucense No. : Vailey Poems' Ipsurence t 4921' B� 16* Appl)c$'nt's'Insurenoe:CoiYiparty' " ' a Policy Nuhiber FEES. ::Subdiviston Imotoment Permit .Class (Ij>: ' :Fuklic.imptavemsnts:..396 of Qst(.rrietea•construction oostl •-. • , ••�•: ..' .' . '..:.. •. ..• merits: 3%: ut tistimAated cvnstfuction.cost•. . .:.Plivate:)hiproYe .... Minor Improvement Permit.- Crass IV.........:'; See attached sehadul, 6ipe6tfon Fee : : :; ,.. ..010,120.00 PERMiT:N0,5000 • =.:: Pgrrnft,Fee 0"0.00 Wg PI' OVED:. 2 6 D As-Whi�eposit • EXPIH IQ TF,) Cash Dappeft-Surety'Borid, 5 Oy: If (squired TOTAL : $10,220.00 a. Authority IMPERINL IR A. I 1'0N OISiRICi GS-RE July 8, 2009 Timothy R. Jonasson, P.E. Public Works Director/City Engineer City of La Quinta P.O. Box 1504 La Quinta, CA 922474504 Subject: Site Distance Issues from Encroching Imperial .Irrigation District Facilities at the Northwest corner of Avenue 53 and Monroe Street Dear Mr. Jonasson: Purusant to your letter dated April 14, 2009, please find an approved encroachment permit issued by City of La Quinta on February 24, 2006 to Taylor Woodrow Homes, Applicant and Granite Construction, Contractor, in connection with the above -noted IID facilities installed at the northwest corner of Avenue 53 and Monroe Street; a copy of which is attached hereto and incorporated herein by this reference. Please feel free to contact my offices should you have any questions regarding the content of this communication. I can be reached at (760) 391-5950. Cameron Bucher Real Estate Section IID Real Estate/ Enc. MDMAS w!DE FG a+9 YIIFS A'dENUF. ___ �T fi N-Rrrw W U30001 W'f CA OUIhTA \ /\ �A BEST CURVE BCC BEGIN COMPOUND CURVE OCR BEGIN CURB RCTUR4 CA CENTERLINE t.^.' CUR1C YARDS EC END CURVE F.CR' ENO CURB RETLIRN DEN' ELEVATION Ct CXLSTING EP E.E. OF PAYMENT FL FLOW^JNE r0 FINISHED, GRADE FS FIN'SNED SURFACE IT FW,:91ED FLOOR GII GRASS BREW( IMP. LLPRD'JM�IT W YvFP.r LF LINEAR FEET LP LOW POI( MVC MOLE OF VERTFCAL CURVE NIS WT TO SCALE P.C.C. POR L ND CgLww CONCRETE, PC PAD ELEVATION A/ IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA F+.G PROP.-m"-SED PLAT OF LYTUISECI_IC GUTTERS DESERT VILLAS PS R1 P°OL SURFACE' PO[N OF VCRTX:.AL WTCRSEC,:JN " St.s.° STA RC,N CF'-AAy ANON PARCEL MAP NO. 31116 TF I')P rn (AIRS TOP OF FOOTWG IF 7P TS TOP F GRAM, TOP OF PAVE'NENi O GP of SUENAlA i PRECISE GRADING FOR POOL, OFFICE BUILDINGS TIP - WALL AND BUILDINGS NO.: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10i 11, 121,13, 14 IRW TOP DF FEET NNO WALL BEING A DIVISION OF A PORTION OF THE G^l; I' I I IALF OF K .Op a GRATE vE'Rncu.:r.DrnF: SECTION 19, l'OWNSt+IIP 5 SOUT'li. RANGE / c ,ST, S.B.M. PUE PUBLL unu TY EASEMENT�� HRCH : o,F FOR HOMES OFF' P/L GARAGE T1:ISHED FLOOR PROPERTY ONE LENNAR 40004 COOK -STREET ¢A P.A. EACH PLVNTWV, G AR�l PALM DESERT, CA � 601- AVA PROPOSED RIOIT"Of-WAY PROPOSED ?vsui R STEEL Mom ---.—.-------.-- PROPOSED CES:TFAIIYC. _______________________ PROPOSED PUBLIC 'UTILITY EASEMENT J1 . • _.. .. PROPOSED SCALE t1CAU1 t O. STORYUS.11=4G LIE PROPOSED CURB . PROPYSN CURB AN0 TINTER �r®a® FROPOSD COMBINATION RCTMmIG!CAROCN wAii CoNatm SON." PROPOSED STORM DRUM — —w— —W— PROPOSED WAR'R PROPOSED EXTENDED FOOTING —S— —S— — PROPOSED SEWER p--Q---p--p� PROPOSED vMARAAL Il#t1t IIIII1i6Y ADA. ACCESME UTY PAnl - a PROPOSES SPREAD roo7WG AND COLUMN A /Y PROPOSED PARKING WACO TO? TEST BJYDW^"w �® PP.00FED WRA SLOP, CWNNEL OPNN pig&= tcmi NOTEB /< :RLCT I- CONCRETE SQEW.UX M PER COF LA OUEhTA SM.. 240. (SUAA M At(I COLOR PER LANDSCAPE ARC*"CTS PLANS NO SPECIFICATIONS). l- 006TRUCT A- OONGRFTE SLAB (STAMPWIG. AND NLOR PER \ZV LANDSCAPEAP.Q41ECT5!7AN$AV19'EOtTCATI0A5).___—_—__--___._T8,365 YAT.STRUCI OS' DEEP (LgAUY1 GR"kN1 EURTHEH sWAAf. FIR OEM O' (SEE N,ov N0. a). QUANTITY ESTIMATE O (FOR'PE N'lT PURPOSES ONLY) ) -IQ:2t Si. . SE. A2N CF. OONSIP.11CT CYU RETAEVuIG 'MNj. PER LANDSCAPE ARCHITECTS PUAfS AMID sPrwx;vx;Ns (6EPARAIE PLAN MID Pown__._ 8191f'. PSrau ADD KuUsz owmn mmN, PER D_RAL (SEE sNErr Na iI) ._.._._......... N vSTAcI. !LVIMfWI. PER C.S.C., (%AXIS I16-36, 110-27 - -^6 IS. ( RSTiiI N3. 9} �,�1' K t3' ROOF dbW SPU3+ v.D (SCE DETAIL ON 4S 170:EA . Jl !._/ ODSTRUCI 6- SOVALO CURB (SEE GET", ON IWO W. 9) T,066 Lr. lJ OOIRSTFUCt 6 FIRST P.CG 0'TO 6' CREED AGGOXAR' GLEE 2,405 S.F. � V a?STRdCt ppFyTRMd P/.YP PER CD.C. !xURE Iid-36 (20°T FL17DN)'__._.._..._...._._.__....... �...__.�.._I FA,a 1 I LY TQl19KUCT EAIDAED fCOY+O (SEE pE1'A0. ON SIEEI' ND S). 40 LF. \'5RS•ML PEGS ICON-N. L �WM nATLt iFKMM6 SSTEY WRIT SIIRFAC( ORAi MEI (fLp NilSNY'D WA1CR ONl.- t.R7P.E 6TACXOFn SEE SHEET ND. 9__—__—____ SD G. '., ^@3 !SYNC 6- Ran AREA GRAN (SEE' ovo. ON SNEEI NO. §)--- .2a FA. A U4TA1., A- 0.L (%SL ap) SNIXUM ..J+ATi PIP(0 IS 4. L.F. r \� INSTAU. 42' FaGN N+NOFCAh PER (dC. 4'I{,UR tld-36.... _..... _..__......... __................ ...... _ .... _ ................... __....... -IS; LE !ti}TALL Tliel)EA,R STEfJ. [ENTRY: VFH IANMlT:AFI: ARl11REiT a v;NpS: FND SPECFIOA710N0 {SEPARATE P(AN AHC PERMIR). ABA CF. 1 EA NOTE TO C�(iAGTOA• QUANTITY ESTIMATE Ulm crosutnw" IRE. MAKES I� REPRESENTATION CONCERNING THE ESTIMATED OMNNITES ON THESE PLANS OY(ER THAN ALL SUCH PIOURLS. INCLUCANC ALL W.RW'ORK NUUOOM WE PRELIMINARY ESTIMATES PREPARED M PER. PURPOSES ONLF. R sMu. BE THECONIRVAC70RS Ri'SPOMSIRitlrc TO PREPARE MS OAN CWA'TTY ESTIMATE. FOR CONSTRUCTION CA COST FVRPo6ES. MSA CONSULTING, INC. SFIAI_ NOT BE RESPONSIBLE FOR ANY MoATIONS BETWEEN ESTT YF.D QUANTITIES AND ACN1N. OUWYrrIE3 IF IRE ONE. or U:NSTT+'i1C m UTARma H+RTGATON COANIELA VAILEY MATFR MFC'T ST1760) .E,98-M61 LATER WA,"A VALLEY UTEUWATER GSIP.R'I 17w) 3"-2%, W SEWER OdAQELVALLEY WATER DSIPCT (76D) 398-2501 ELECTRIC IMPERIAL IPRTDAON TDISTRICT (500) 303-7756 GAS THE G,AG WMPI (6DO) 477-22W TELEPHONE VERIZ (Sao) A83-5000 DISCS I,V_ TIME WARNER CABLE Ciao) 3+0-I312 EYr. 2a1 USA UNDERGROUND SGTICF ALERT.. (BIN) 227-2wo NOTE TO CONTRACIM.-EXIM-INNM(LITIES AIL UNDERGROND UTUIIES .SHOWN ON THE PUNS WERE OBTAINED FROM A E'E'Atw O AVAILABLE RECORD OATH. WNIE.DUE CARE. WAS IAKEN W THE FWPARATWRN O THS D00RMAtION,._ USA CONAAT!NC, INC. CAN NOT 940 DO'S NO,' GUARANTEE THE ACCURACY NOR THE COMPLETENESS Or THE WfoaMATON. THE LOCATION OF EXISTING UNDERGROUND UI6JnES ARE SNQWN W APPRO)MITE WAY OH'LY. IKE CONTRACTOR SMN1 DETERMINE IHY EXACT POT+OUNG B N6435ARY USA DOSIA.IUIG, INC. AM CONSTRUCTION AFTER REVISIONS ARE APPROVED. DigiSafely DIG .ALERT _u DIAL TOLL FREE i-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG REIfISIONS APPROVED OR A. .................. -...,,- - _..._........_. _.._ . . -. x....r,......... ... MILES'- VENUE ................. _. _.. .. -... _.._ _. ... „ a.A — { ow P,^.WF OW t20 O�F9" Q�zpR cFa♦ wDatou*.- FHSP( PHNN y C LOW M \` y Q TONBA, � O:r 8 - ,�,O,IECT N07� /;� AGCES519iLTV RGLITE FOR PARKING LOT IS SRI ON HOTEL PRECISE lJ GRADING PLANS, CITY OF LA OUINTA PAN SET NO. 05115 .ALL ROCS/ STORM BRAIN FLOWS ARE COLLECTED AT THE PARING LOT 2 'CATCH BASIN VIA SWALE. SYSTEM -ALL SIDEWAUA ARE TO BE CONSTRUCTED TO HAVE A CROSS -FALL SLOPE OF NO GREATER 'THAN 2% M.JUMUN O.CONSTRUCTCN NOTE NO. 7 IS FOR 714E LOCATION OF TINE .SPLASH PANS ONLY, SHEET_ INDEX - SHEET NO 1' TITLE SHEET. SHEET NO. 2, POOL BUILDING AND BUILDINGS 1. 2. SHEET NO. 3• BUILDINGS 3 AND 4. SHEET NO. 4' POOL BUILDING AND BUILDINGS 5. S. SHEET NO. 5• BUILDINGS 7. S. SHEET NO. 6' BUILDINGS 9, 10, SHEET NO. T BUILDINGS 11 AND 14. SHEET NO. 8• BUILDINGS 12. 13. SHEET NO. 9' DETAIL SHEET. SHEET NO 10• HORIZONTAL CONTROL. ACCESSIBILITY AND UTILITY LAYOUT ® CegAyf:f 2W6 � MSA CO lYnq, Inc. I Ail RIgILTF R.sFFYWd � I MAD7Ma SMITE a ASSOCIATES. INC I LP6ANNLNO ■-am L-WDUMROMO w LAND snyBy 0 I 342M Boa HOPS -DRm • RANCID MOW06 • CA 92270 T mLmmNDNB (760) 32098ll w FAx (760) 323-7893 INDEX MAP oo_)=NQllgR TH LS 01G12P. I1n5 P,EY E S AND FINDS TH TO BE ,w GO WNfE 'WnN sms REPORT' 6' WE u SOILS Tfi — 0' 60' 160' 2W 320' QIIL. 'RATIO' &:GWEERIRG 39- JS ORAV+3 VIE. SIAi SCALE =80' u oESERi, CA PnF, /71G0) 722-3693 EARTHWORK ESTIMATE rOt FsxuT 1•ARPOSES DNLr NOTIE, TOTAL CUT, (RAW): 2100 C.Y. OSEE SOPS ENGINEER TOTAL FILL (RAW): 0 C.Y. P.MPURE PER OP cTUL AR:1AP s�11 A L NL W F TH SCITY RE Df Q w It$DD THE S WON TM. sN+IuiOSPED CE ME CITY OE DUw.K AND THE STMIARC+��SPECT:IUTbNS L tOF PUBLIC WOP,KS fANSITtIDCFWN, U7ESt EDR101I. u OA ,SAFE.', OJELIOR AND TIE C(, OF lA QIkNTA STN40ARD FWIE M7E AIXAIfiT 7.1,CF LA W9NTA 01RECKW20DI, OR LATEST EDITION, o OWNTA 2. T SHALL Be THE R(3PoN90ATYY OF THE DEVELOPER/OWhLR QR CONT' -,0R TO APPLY TO THE � OF CA 'uQNU fLNLIC ,YPDRKS ............... _... . QHAP_II'.I.S�...�'i.T�$. DIPAMNENT FOR "HE NECESSARY PERMfIS AND TO EE RE" ON9!BLE 1, GRADING SKML BE IN ACCORDANCE WI rN THE. ENGINEERED GRAD•NC FOR SATISFACTORY COMPlldCE WITH AIL. CURRENT DMRONYEhi PCOLARNENIS OF THE UNIFORM BWED'Na EWE. U;ESi EDITOR. AND REGULATIONS OUMNG THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS SGLS. REPOM, "No', . PROP T: AIXN TOYA. S'IUEK!S AND/OR PERM'S WAY BE REQUIRED, 3: It9MLL EC THE RESPOHS!Euuil' OF THE DEVELOPER OR DATED: IANUAR' 11.2=1 OLWNTRAC!.0R 10 APPLY. TO THE GYJFORW. DEPARTMEHY OF PREPARED B^•.6 Sd TELEPHONE NO.jj�.,yq$,) 7RANSPQRYA1.10N (CALTAOA; RS) FEIN AN ENCRHMENr FELT FOR LL AWORK PERFORMED WITHIN INC STATE RIGHT OF WAY. 2 ONE :;,]!Ls ENGINEER AND THE :ENCNEERrNG OECLOGST WALL 4'. ME CoNISIclOP. 9W.L oarAN .Au. PoWns AS. Roattwo a- EXERCISE SuFFiCIENT SUPERVISORY CONTROL OUR'NG'CRADING TO THC. Dry Of LA OUROA OR DRIER ODIERNING AGENCIES, L WRF. IYINRP:MK'F. WTH THIN PINS, S ECVCFC.VIMS. AND Mov.. wMiR TItEIR PURAEa. & INC. CONTRACTOR SHALL NOTIFY TIE CITY'PV5LX WORKS 3. THE DESTO: C.VR ENGWEFR SNAIL EAFRCISE. 5UE11PENl CONTROL. D''7AHIMENT'A6 HOURS PRIOR TO ART GPAOING, BRUSHING OP. DURING CRA:'XNG N:D CONSIRVCIION. TO ENSURE COMPLIANCE W(M THE CIFJANl AND E'ACN PHASE (R'CCNSTRUGTTCN N (76C) 777-7075 AND A8 NOURs PRtDR i0 REOUIRINO INSPECTIONS. PUNS, SPECIFIC TF,WS. AND CODE WTTON' 11M PUT'ICAL B. DIE LOCATIONS OF EXUNDERGROUND UTiNES.ARE SHOWN 4. WRING RourAT GRAR2NG OPFFATCNs.ANO PRIOR T) WNSTRUCTAN i11 AN .InPRQ.+.XIA;E WAY ONLY. THE CVNTRACTOR,SN4L DETERMINE OF PCRNANEA' DRNHAGE STRUCTURES, TEMPORARY DRAINAGE C04TROL 'NNE' FXAGP L.00ILTKM OF NI. EXISIWG UTIIDLe B£FORE CRYYF.NCWv SHALL BE PROVIDED 10 PNEJE?!I POHOIN° WATER AM GRANGE N WOFV_ HL. AGREES TO DE FL`.' U.RESPONSIBLE FOR ANY AND 91 ADIACENT PROPERTY. DAMAGES WHICH V'.4HT BE OCCASIONED BY MS FAILURE TO FDomy 6. wmN GEARING, IX BE D ID A 'S?CI LOCATE AND PRE4ElkE. ANY AND ALL UTILITIES. .SITEGROUND AST`. UEND MINIMUM G- D' UN NNE EN:,ZE" SITE UA' AS RLR.LOAILRFDRDED BY THIS 7. THE CONTRACTOR SIWLC BE RESPONSIBLE FOR THE REMOVAL SORT REPORT. REPLACEMENT OR, REIDC:ATKIN OF ALL REQRATORY. WARNlNIC AND B. THE MAXIMUU CUT AND FILL SLOPES SKILL BE 2T, GUJYE. SIGNS. 8. STREET NAME SIGNS TRAP.-Ti. CONTROL SIGNS., TYPE AND 7. PADS SYWL ZE CCW ACFEc TO A u1NWLW 'J_F.9°x RE1.AII E .AND LOUMNi 9P1L RE APPROVED BY THE Co- ENGINEER. MOM DENSITY FEP A.S..-.u. SYELYFlJ,1tlMS AND THE ADONIS. YENTgHf.D SEAS STRIPING. LEGENDS AND PAVEMFM MARKERS. TYPE AND (OCAMN SRAI W'. APPWYED DY INN CIrc Ux:W-EP., 8. MINIMUM BUILDING PAD DRAAPAAM SMALL BE 23. DRAINAGE SNAIL. BE 9. TINE CONTRACTOR SH U. NOT SUTURE! EXST9- SURYIEf A MIIMUM Of 6.3' @'EP AND Ed: CANSITi CRD A MINIMUM OF 2' MONUMENTS OR RENCH MARKS NOTED ON THE PLANS. OR. FOUND -DUFGNG CONSTRUCTION, REuwEM AL .AND REPLACENT :SHALL BE DON. FROM THE TOP OF CUT OR FILL SLOPES. THE MiRWUM'SLDPE Of SWAL S SHALL BE G5Gx 'BY A RECISTEREO COAL ENGINEER WRIT AN R.C.E. I-VMRE'R BE.OW 8. AIR (ILLS SNAIL BE COMPACTED TO A I6.VUM OF NINE:-! (90) 33.SM OR A UCEN94) LAND SURVEYOR. ONLY. PERCE.a OF uxMuM D:,iST AS 'OETCRMWED BY THE uwORY K). CONSTRUCTION OFER ,04 ARID MARIENANCE O' EOl6YYEN1 BUICOM CON'. SECTION MID OR EQUIVALENT AS APPROVED BY THE WITHIN ONE fNLF MILE OF I!UMAN OCCUPNKr SHALL 9E PERFORMED CITY ENGINEER. F EI DENSE, SKILL. F_E OCIODt94ED W ACOOIROAACC ONLY DURING THE TINE PERK)CS A$ FOLLOWS: WITH THE UNIFORM BEADING CODE SECTION 7002, OR EOUMALE T. AS DETERMWED 91 OE CITY ENGINEER. OC?OBER IST TO ARIL 30YK MONDAY _ FRID.AY 7:00 AM TO 5:30 SECT3' TO. ALL STREET SiOT10.N5 ARE TLATATIAL THIS Wky SECTION IS ILA SAtiRDAY B;DC AM '?° S:W PM .10. O.f_R 43' CRUSHED AB: ADDITIONAL SOIL TESIM SHALL BE. WAY IS TO SEPTEMSE.R SDTN: MONDAY - FRIDAY' 6QD AM TO. 7:00 RCP,-AFD AFTER ROJGN Sakes C To DCT:RIM:E EXACT $FUTON REDUaRSWENTS.:HE CTl' ENGINEER 94XLL APPROVE THE FINAL STREET PM SATURDAY 8.00 AM, TO 7'00 PM SECTIOW WORK SHALL BE PRO1^_BITED ANY TIME ON Stfmim 5 oN ON FEDERAL V. THE CET:' EHGNFZR a REVEEW FOR APPROVAL THE FOUL STREET HOLIDAYS. SECTORS AfTDR SUBU:'TTk_ OF 'P- VALUE TESTS FOR. RDADWAT' SUSSASE 1L ALI. FRAVEJED WAYS MINT BE CLEARED MACY OF At. OFT. MUD iZ FCC oss OF nao DENSITY mrs SNNL DE CETERmum BY TIE AND DEBRIS DEPOSITED OilTKDF AS A RESULT OF ME WADING SO, ENGINEER OR APPROVED TES- AGEvcT Vio SKILL BE supircENT IN OPERAYYJN. CLEARING S TO BE DONE TO THE SA;!SFACTION OT THE 1 fiiPIL TIVE BOTH HOOF YCM PIING 1N.A CITY. ENGNEEP.. T AT .FILL RE EA OF A C NATURE ?EERIE OF ALL .FRL. PACED. ?ESTING !N .AREAS OF A CRYTOI MATURE AL 12. AL CONSTRUCTION AREAS 9W1 BE PROP9LY POSTED AND Of SPECIAL EHLYu9S 9WL FE W ADDITION TO THE NORMAL UGMED IN CONFORMANCE W..H THE STATE MANUAL OP WARNW.O P.DNIESENTAINE SAMPUMS: SIGNS. 1.017S AND WAGES FOR VSF. IN -,Hr.PEWOR.MANCP. OF I& TIE FINAL REPORT, RAND -APPROVAL FROM THE SOILS WM UMRN HICNNAYS; IN ORDER TO ELIMINATE ANY HA2ARD'S. ENpNEER SMALL COMNN TRY TYPE OF FIELD TESTING PERFORMED, EACH 13., CONSTRUCTION PROJEC^F BUMMING WK. TkMl ONE ACRE TEST WUL. EE OEN!MC> W,TT 711E WEY400 OF OBlk"G THE: MUST .OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION W-P<� DONS,:.. WHETHER SAND CORE OR ORTT RING AND SHALL BE SO NOTED FOR EACH TES.'SUFr SUFFICIENT MW-MUM DENSITY DETERMINU7RIN SSTOA NPOES) PERMIT, OWNERS/mVILDFERS ARE REANS'+ED N F4E REDTO%. SMALL. BE.. PEIRFORMED TC VERIFY 'NE ACCURACY O' T2' WKe1UM A NOf+CF. O' IH!EN! (NoO WITH W. LYNFA RESOURCES.- BOARD (SWRLQ), PREPARE A :STORM WATER POLLUTION PRiT4MION (%NR9TM CURVES USED BY THE FIELD -NEC WIO;AN. PUN (SWMP) AND MO„TOING PLAN FOR THE -SITE THE NATIONAL 14. All UNDERGROUND PAC^,)'.5, A.IH U`ERUS, sHNL.SE INN PLACE POLLUTANT oSCHAWE EUMINNION SYSTEM IS A MOGNIAL PROGRAM AND INSPECTED POOR 10 PAVWr, ,NCLUOINO BUY NOT UMfMD TO THE TO CONTROL FFTN-POW SOURCE :POLLUTANTS' CARRIED BY STORM WATER IItC ngpGRAM S LMPI!?tEh?EO AND ENFORCE!) S' THE STATE FOLLOWING:. SEWER. DRAINAGE. MIN:. WATER, E:EC'R'C GAS AND WATER RESOURCES CONTROL. WARD: 16, THf. +"AMEN NWJT' LINE BArNfI E REPORT FROM M.E. PROJECT SOIL 14. IS GTY RETAINS IN RG147 TO REOUIRE PLAN RMSIONS, AS ENGINEER SKILL INCLUDE AN APPROVAL S-AIEMETT THAT TIE a,,GOTLL N!L'DSNO. SuescoUEN1' TO MAN Af:'ROYAL, 8N PRIOR TO 6 9:,ZAWE FOR THE WiERDE6'USi.. COMPLETION OF DIE IYPROVINIETS SNOwN ON IESE' MANS IF ANY Te. BLOCK WA4D5 ARE NO1 PAR, Or THE GRADING PERMIT. 11"IT FOR NEW STREET IMPR TUENPi KAV-c SEEN INSTALLED BY THE COY OR A THIRD ;PAM WTION ME NUMAM. VICINITY Or TIE nNPRONS MENIS SEPARA,E.SUILDING PERMIT(5). PROPOSED BY THESE PUNS TNr IMPAC. TFL D=. !MESA(, 0P 17. THE CONTRACTOR IS REEUFO SIBL£ TO PREVENT SILT CONTAMINATION ME WPROYE'MENY PROPOSED W TNFSF. MANS AS ORI"INAU.Y APPROVED. ALL COSTS 011E NOT UWTED TO DESIGN AND OF STORM WATER Wik;RATON FACWLTEs DURiHC CP.•STRHCTOH :OF CURBED A COSTS INCURRED A5 A RESOLI.O AMY DESIGk IEVISIO 9DBSEQUENT IMRRWEMENY BY THE CONTRACTOR. IMMEDIATELY PRm'YO REVISIONSSHN,i DE OOftl:i. B! IRE IMPROVDIENT SPONSORS. S S FURL. ACCEPTANCE OF STORM DRAINAGE RETF.MWN/u+FGTRATDN FMNTIM THE OONTRACFOR SHALL CONDUCT. IN THE PRESENCE OF THE. 16.. THESE PUNS ARE VALID FOR A PE.RpD p0T f0 EXCEED —A NOT CITY m'SPEM&L A PERF1MMAtNCt Its; DESIGNED TO. CLEARLY EIGHTEEN (16) YO.MHS FROM OMTE O ME IMPRONEYE'N'' Nk7MEPFS'RAfE 'TNF TIHCTKDI:AL. ADEDI Y Of THE FACILITIES. SPONSOR SKILLALL COSTS ASSOGMU' WI?H UPDAibNC TR 18. THE COlOL1GiaR SHALL PROVIDE WINO EEO.RF^ t AND PINTS, MCLUGHD BO? NOT (GLINTED TO DESIGN :RID IUPRO'ESIENT CT COSTS. TO AFFECT LQMPlANCE WTIN ANYNEWCITY SrANI1nRtDS. .DUST CW:?FYDI. Yt'AWH4S AS RE.IXIIRET. BY ONE. FUGITIVE CYST CDA'IROI. PLAN ORONANCM, OR LAIM AND REGTRATOAS ENACgD OR ADOPTED BY APPROVED FCR TIS PROJER. INS CITY OR OTHER JUR-MCIIONS WITH AUTHORITY SUBSEQUENT TO M:.'RAN APWLPAM. DATE. . . fWA..F p_M_70W DESIGNATION FLOOD :ONE X OWNER AND DEVELOPER IU)NAR HOMES 40004 COOK.SIREET . ALM :DESERT. CA 92211 tEIIPNONL• (760, GOT-410D FAX: (760)-60H-3175 THE ABOVE QUANTITES-ARE. BASED ON AN ASSUMED ISO CY PER BUILDING FROM TRENCHING AND' OETAILEU GRADING. _ ppOFE6St1� ACCEBSIBIL(TY NOTES FOR ACCESSIBILITY OUMEUMS REFER TO THE C N.RORKA SUBLOR3' CDOi M E 24, CHAPTER tO, IPA AND 116 Exc. 3-31-10 I R, BASIS OF REARING .R T}1 Poan Set No eEAPRIGs ARE' BASED 04 C/l. OF MxfS AVE BEING N 89'33'33E IT PER PUB 2t3/25-30 \u'�. C, 1GAF 0 CF CAO ALA _.j1:A!G_• _.— PO-3-IW ELEV. (E,. ' F 26401 P: WITH CO. TAG W NON. 11.11 Ai TIE, 6XMrA TIRE RSEf:i!ON Of MRJS AYElRJF. AK0 WASFOMCTOV 51RF`r DATE I IC.Sa4' .244 NOTE TO CONTRACTOR SITE CONDITIONS CONTRACTOR AGREES PRAT HE SHILL ASSUME SOLE AND COYPLEM 45•-245 SEG.EY A4: WOGS 1-F4 RES>WS.'Y S:'Y FOR T•_E'. JORSITE. CONUFFOR DURING TOLL'. COURSE OF. LA QUINT& CA 922S3 CONSTRUCTION OF THU PROJECT. LNCLUDING INE SAFETY of ALL PERSON' AND PROPERTY, THIS REQF_RELMI APPLIES CONTINUOUSLY AND NOT 'MMIRO .W 733C329a95 NORMAL. WORKING HOURS. TME CONTRACTOR ALSO AGREES TO DDMWO INDEMNIFY AND HOLD-4r'owNER AND wrA CONSULTING. WC HARMLESS FROM SwRGS WON NO. ANY AND ALL LLVREITY,_ REAL OR ALLEGED W CORRECTION WITH THE PERFORMANCE O WORK ON T19S.P.70JECT. FXGEPMO FOR UABlUTY. ARSING SITE DEVELOPMENT RNN NO. 3OG:..7➢3 — FROM ME SOLE NRGUGOICE OF THE''1_4i01 OR NSA CONSULTING. INC � 2ND SUBSTITUTE MYLAR THIS ,TUN S OENTIrAL IO IHE. i AITM APPROVED BY THE OFF p .EHGNEER MAN :I/D3/05 EXCEPT FOR THE REVISIONS NN/,O/ETTEED HEREON. 3s EAc ROBERr s. SMITH •BNS DATE•g'ZLm. DAM NOTnE''TO CCONTRACTOR• ACCE SIHILITY D �A� .ry BETARS SPKIWFL ONTHESE PLANSYiC1WORC SLOP[ AND DMANCE WERE CALCULATED USING TIE APPROVED DESIGN GRADES ON THESE PLQ6, ACTUAL FIELD CONWOUs OuFm AND MIER CONSTRUCTION CAN ANTI yV. WY CHANGE INC DOMOR PARAMETERS FOR �IE ACCESSIBILITY DUARS. PE. CCIMMFOR SNAIL CONFIRM'ALL DESIGN SLOPES AND GRADES NA CNN WY -`! I INSPECTION AND APPROVAL PRIOR LAYOUT AND CONSTRUCTION. Or ANY. ACCES9BUM FACILSnES FIN 4`T. -NNE CONTACT SKILLNOTIFY USA Mi s , .10 Y j CONSULTING. 00. WMEDAWLY REGARS" ANY ANTGPATIV C W40 To THE. ACCESSEILf ' DETAILS -RROP TO FINAL CONSTRICTOR. TT ESEU. ARS BE NOEL THAT Off LATEST a SC D STANDARDS CS ES AN (lN W THESE PUUS WERE ON THE' AND CRY CODES Oro Ii E M P-RD RA NOTED THAT T S THE TDIE 0% PJJR P?iT. CH NG1 THEREFORE. HE CUULD BE. THAT TCOD RAH) ARE SV&4Cr. T CHANCE THE GUTSIER A OON M NNE AOM AT OF .AxYSSF3aDY CODES AN() SCITY INSPECTOR M OVAL FINDS TO ANIDCORYCAPTOR SMALL OBTAIN CITY TNSIOA MR AN (TIES SOVAL PRIOR TO NTLAYOUTO AND CONSTRUCTION AT ANY /OF DQN RJ1:' FAORDIFS BASH ON CURRENT CODES AM .SPCC9?G110N5 AT TIME OF tOf?RUCTION.. OF LA QUINTA, CALIFORNIA SHEET _CITY CENTRE POINTE PRECISE - PM 31116 (SDP 2003-793) GRADING - DESERT VILLAS TITLE SHEET 1 OF 10 rA. �,15.0 1,ISf0 1 „ iv II SEE HOTEL PRECISE .N GRADING AND PAVING PLAN. >r •Is.b''� ' CITY OF LA QUINTA PLAN „sso SET NO. 06118 " ' ^ _ ^, ::•=::.r' AAA r' 1 1 a ' O WG AND COLOR PER LVI IPEE ARCHITECTS CONALK PER INNS � 240. 5PEfJf 0 TONS). OCONSIMICT 1' CONCRETE SLAB _(SGYPPIC ANTI COLOR PER LANIM AIiOIRCTS PIAHS AND SPECIRCAnONS). OCONSTRUCT MY DEEP (MNW,O GRADED EARTHEN SXALE PER DETAIL 'C' (SEE SHEET NO. 4). O4 CONSTRUCT CMU ROAMINGWI1L PFA LANDSCAPE ARCWTECTS PI/AIS AND SPECO1UnDNS (S[yAR\IE PVN AND PFAI IT). SO INSTALL AGO XLASSIX CHANNEL DRAIN PER DETAIL (SEE SHOO NIL 9)- �] 1 NSTALL V X IN ROOF DRAIN SPLASH PAD (SEE DECAL ON WEI MD. 9). 0 'CONSTMUCT 6- SIDOUALK CURB (SEE DETAIL ON SHEET NO. 9) N SEE HOTEL PRECISE > GRADING AND PAVING PLAN, CITY OF LA OUWTA PLAN SET NO. 08118 P ns.a r _ ♦' SLQPEJ 0 ® 'Is. J P.A. ' it B ®.:..• 113.33 qET. BASIN a s. OTr112.3011445 _ a - 11125 IIaSS 3 �'��� �����...�.'�.�,. .�._.-' E�•>.1:3.:'P `; •: IS ® B) :: � � 114� A/gyp '• 11 .50 � �''7!•�.` ^ mow.. P.A. r,"Tf"•:::.:�!� P.A. ' • � \ 9 , i IJ ; I13.0 3 114.03 , 4 : b 1 _ , 1 4.3 D-D' 113.00 5 _DG. 1 15. -115.50 q\ ''2:: 11488 \P D-D.B 7 -115.0 114. ; :�. I1 0o I13.00 114 .1 14. w. 4,Bg 113.0 � Tj 15.33 7 4. 115. ..,. .�'..I15.2 -••. '...;.;.•.: Il �,`..� FF-115.00' '.' ry , PE-114.5 5 Ir A , 1„ G 11483 , BA81 NAF 3 "'11/. '. 0 14.0 PROPOSED .0 P.A. ] + PERIMETER WALL P.A. ti' ;a.� ' ' ` 1µ (SEE SEPARATE n!, 1 J.7�..../..''i J ",':: N WALL PLAN) FG 11 •3 J 114.5 w. w P.A. u 11A 1. .6 DET. BASIN o^� :;. POOL •�:;:::..: '.:::. ;... BOT -n2.5o . _ n� i1U If/.IO II 0... 11440 - DST.'' RASH, o.BOT.-11 .40 i „ CONSTRUCT EXTENDED FOOTING (SEE DETAIL ON SHEET NO. 9) 3 r 1 113.5 SEE HOTEL PRECISE GRADING AND PA VING PLP CITY OF LA QUWTA PLAN SET NO. 08116 0 -8'1 (MA%)PE 113.5 1 i 2 TOG It.. -QUIP. RM :: :. , a: ::.: T n,.Lw , ",'.tw1f.., •. ., FAA 14.40 l 0 \W W J r� J CITY Of LA QUINTA Plan Set No. 0609-7 let SUBSTITUTE MYLAR THIS NY1M 6 IDENTICAL TO THE Wn R APPRWED BY ME CITY ON 6/10/06 EXCEPT[ ENGINEER FOR ME RENSIONS NOTED HERYN. 11, SERf ORO S.SIM BL CAP. DATE.-O3y V-aa CAL ©INSTAL x05 RAW -WELL STORY WAITER lE1pIlI: SYSTDI WON SURFACE DRAIN INLET �- E88/py_ - (FOR NUISINCE WATER ONLY- TMRE STAOCEO). SEE SHEET N0. 99Q•� `! 0 INSTAL e' AIDS ANRA ORIW (SEE OCTAL ON SMO N0. 9) t' : o�' :': •„o`4T e. ee,o LEG 14 WALL 4' PVC (SCH. 10) STORM DRAIN PIPE 0 Ix AWN. ,' CONCRETE AOEWALN 1 - PROPOSED PUBLIC UTIUN EASEMENT 0- -O PROPOSED WWDPNL IS INSTAL 42' INCH HANDRAIL PER C.B.C. FIGURE 1I9-36 xowv),�, - 1 :J 1 $ C26401 PROPOSED SWAIE RPALNE 0 PROPOSED SPREAD FOOTING AND COLUMN .. ❑ �T�1 O INSTAL TUBULAR STEEL FENCING PER LANDSCAPE MCHOECT 11J - , B 1 ,. ] E,v. J-JI-OB ❑ P ,�LC�`YLl�� 16 CONSTRUCT AND SPECIFICATIONS (SEPARATE PLAN AND PERMIT). g• 10• 20' 30' M' ,` •< -r- PROPOSED COMBINATION RETAINING/CAROEN WALE ® PROPOSED DUPA SLOPE CHANNEL DRAIN TjJ-PROPOSED HANGTAIR/ IN 0 CONSTRUCT W CURB OPENING FOR DRAINAGE PURPOSES STOIFF OVERHANG LINE �� mr CIy\b P 7r Pie p--,p--O- PROPOSED TUBULAR STEEL FENCE m CPpy11y11 2008, Inc. F O - OF CAL\F PROPOSED STORM GRAIN SCALE 1'=10' RASA .P.y2,ing, All Rlghle Rooerved :::-•�•; c.:u::r: u •. PROPMW EXTENDED FOOTING i.-_.0.G.E BENCH PREPARED UNOE TyE DIRECT 6UPERVISION OF N0. OES APPROVED .1 CI O OUINTA CITY OF LA OUINTA, CALIFORNIA SHEET OF No. REVISIONS A•/ROYED DATE RASA CONSULTING, INC. �/���� FENCE FOR POOL AHFA ,Yl/WYIF.RO, SMITH @ Assocu+TP3, INC. MARK PD-3-IW ELEV. 110.b84 LOCATION I' I.P. WRH CO. MIL IN NON. WELL AT ME Of NINES AVENUE AND Wq,N1:NGTON STREET % / 26401 61GNATW@ ABY DRAWN BY SA C6F Q 1 J 931 CENTRE POINTS - N - DE ERT VILLAS PRECISE GRADING -DESERT VILLAS of 10 1 RENSEO LOCAnON Of NBUWN STEEL PLANNING • C,V RNGWPlxDIO • LAND SUBVBYONO MOIAOB • CA 922.10 ELEV. INTERSECTION ELEV. 116.364• �ATE 9/'6l� cNEcxor� R' / DAIS POOL BUILDING AND BUILDINGS 1EER, 2 14LLF OE SECIgN 19, TOWNSHIP 3 SOUTH. ItWCE y FAST. S.B.N. SHEETS 14200 BOB Hove DRNVB • RANCEIO T.%ONB I,.) 320.98It •PAX I,.) 723.784! �'''' qee R-C.E ISB13 EXPIRES 12/3IN06 A OMSION OF A PoRRON OF TIE SOUIN r PROPOSED PERIMETER WALL . 2 ' ?^" WALL PLAN) 7�. iY'Y' _'i !.23 Z Y slump-IRM PROPOSED 4 PERK Z I tz4:6 I (SEE WALL PLAN) so ;Rfi C. P.A. C Aft 4_4 A, r om c 05 ASkm !2 QRA�P4',AND PAVNG P AN , CITY.Wo OLWTAPLAN Ie l zu W. 0�lm P. A 4, M, 10 "Ill ........ ... % 44w 'v 1.4 4 x L TRIXTION NdTE§ LEG 1ST SUBSTITUTE MYLAR PROPOSED PUBLIC UnUly CASEh0ff � PROPOSED DUM SLOPE OWAn CR&N 10 I=4ommm smwkK,m CIN Of PROPOSED SWALE nowLm - 'r 2 PC CSCK 40) STORU DIIAN PIPE D IX WL o--o- mopo= Tumw vm FENcE 9� PER LmDwAK ARcIvEM SP,§� THIS wrLAR Is loaor� To III cmoA= sA8 PER rs"lzlz 0* OM OMIDIG FOR WJW44E PLIPPOSES 6welLAQUINTA Vr_AR APPRDIED W. THE MY No[�SPODFICAIMSY, 11 � PpOposvD Couimol" REamm oommult ON 06/00to DMEPT " r 1 4. Q (02fTS�WU %' 4OF 00MIIII) OWED ENIZINM SWALE PER Oral t' /cww4 WALL FOR ME RVASiONS HOMO 195MOK 41 CS) IKIALL ACO KLASW 0WAID. DRAW PER CEIRL (SIX 9W. NO 9). PROPOSED SMRU mm 4' CCQXRETE SWEY.NX - C26401 O . . . ..... . ...... C264040. R A PROPDSED EXTENDED MOWN ... .... ... .. . E� 3 (5 IIIALL I I IN ROW MAIN SPL" PAD (Sa DCUL IN S?W NO. 9� W IV .2w 30' 40' PROPOSED IONCRARL — _;= St 2ND Costfto 6' ' sawAx QM = DUAL ON sw m 93 0 (Mi 92 1— 0 gm= tor (=...'T S. g , o;:' C41 PROPOSED SPREAD MUTING ❑@ oislAu. NDS WN-WELL, STORN WATER LEADIPIC SYSrEli WIM SURFACE WAN RD WASDARIgM. R ... SCALE 1.�.10' (rag wiwm WCH My- TRPLC SIAONW). SEE sw No. 9 AND CDUJM %6..o CXP, DKTIZ as" aly APP� REVISIONS MSA CoNsmnm. lNr_ PD-3-1 IN � ELEV. jj6.6j4 OF Rep NO IRY CET Y OF LA OLAKTA CITY OF LA QUINTA. CALIFORNIA SHEET J3 26401 2A . V' 'HA KAIKEERO, SM!TM At Assomm I- IA. VM Co. TAD IN MM VnU Af THE DRAWN BY2003-793) KMSED EARTHEN SWALE LOCATION. AND ADDED EWINEX MAIN q CENTRE POINTE - PM 31116 (SDP 3 MR FLOM SEPARAIION P%AxNm III Qm Mmamximo . L� S�m wraisEcImn. OF gan Avom MO WASADIClON STREET PRECISE GRADING - DESERT VILLAS or IRS. .1:. 34200 Boa Rcim DarVft 0 RANCHO Mmmm III CA 92270 G". II&W4' CHECK nff PP, E 10 -ulb " :INGMEM -BUILDINGS 3 AND 4 TELEMMM (W) 320M 0 FAX(760) 323-TW RSS Pl:X 4SM- C(PhIES 12/3t/06 A M=N OF A POMN OF THE SOUrN HALF OF SECTION 10, TOW",5 SOUK.RWOE 7 CAST, S,13.M... SHEETS 4 OPOSED PROPOSED ,n pp , PR PF1t'AtETER WALL .'@7"Nd ,i,.Ao _ f T ,+.� _ F'j t )� _". PERIMETER WALL jSEE SEPARATE • .. ; ' 1 .(, 1 8 .. WJL.: PlA'�y .x.......xiriaaaa�RX.r xexxlx Rx.... Rl+ i.....adar..0........}}i.rr.. !lil,ra}rrr,rJR IYAt.L PLAN) (SEE SEAT (/ VrrtitaR:txr Rxwxx iRee w.xx.ww,x RAxr..>xxxxa ....wx';AA. ......AwaxA.iVl..A<}tl riltl4txeTYVY��(..—....--.. ...._..__`.. ter.—. �� ` x'• ) .a-:Ru^t r ,xr,alETE sJDEaaF ,�, cer a u aJARA sTo. iNO. A,-'ING 1„L• EGAP. PER IM,O9CA=E. ,Rpfi EGTS PJNS ANO .trj xr a• OOJ,:REtt 71Ae ISA PEP Alm Po x.>.rr...wwxa}ariA..R xRAA •ixaxRi}A..x Rxxtxz. .xwx.ilca —._ --.--• ..-••._•. , 3:1 ----- � �- :? Je,C,YITLS GInr6 ,3A 9PECndi3OlrS). ♦ ♦ ♦ ♦ ... `• 5 MAX LDrSDI'JCT 0.3' D� t AKO WJZED fAF.11U Wd PFP OETAE V 0267 XT CWJ RErMMX Vil roe L40SC-PEREcrs a a 1 nJ i Pwls AND SRCY7CAROR3 smARATE "AND ev u i. 3:T S OPE ��� eA \� az �' ){����^ rs a: ♦ s §i w u, ncD x Atsr awNET Dww PER DEaa (sEc s m w p}. j (MAX) ."�l oP.. ROOF' ORKI PR. ROOT DRN J •t1 J N.S/LL 1' X I.5' ROR CQM' SiA51i PAD SFI MAX ON 9EET Na 5 1E SA t p2. OA ,� � � '�? II; , h� ,�(� C. a• six EIS (sue. �K �I SNE�+ NO. p) ). "^ J I CONSTREICT Dr.DNDED TtaIR,O (SEE DEAL. OH SKEET N0. 0) wvt ,, FF-112.10,E xrr� z I % DET. BASIN - :, SLOPE - P - ��... DET. BASIN(FOR MnOa RAPV DRNN .EEr ,. ♦ o BOT.- 110.5 N, ) • \ \ et ? ITT Ai, WS U S• NDS AREA MW (s1 mw ON SWn ND. a) SOT:-108.8 RMALL A• PC (SIY_ b) SJORJ OIMRI PPE - ,I I!N • wa. " Z'..' W-ST&L 710NM STEEL FDrM KP LMOWAK ARL,NTECr ? T - `.. + .L4i! ,,, ': h,; ♦ NS AND SPEUVATIONS (SEPkvaE PLAN AND PERMIT) "' • :, _• "} r e 0.lJR OwCM16 4VR ^ P.AIPCtS[" POOL �J ,2, 0 ' '- ♦ '� .:. .. . ! \ �11,.6 .PR. ROM ORHN _ �1 i J 'F✓; �C'----x --3:1 SLOPE. - (MAX) ti •,'� TI1 ... OG 111.50 ;. JBLDG. 7 T� A, A \t ! - — ` 'T, `- FF-111.00 } :, e ■ r�r NpET. BASIN Fl 1.1 .. i _T _ IQ. J s PE 110.5 i� 1,2a.( :-110.8 :. r~ .., j - - - - - - - - - WEVEW. TOT � �3. - Prtl%'OSED aJ�,C n-E lY v v v woPosED sxAtF tivxvrR: 14P1 j �rJ ► ?' 3 :DET. BASIN r5 „1, • _ 4 i' W.P.�NB«o. RErrN�arD/GARD�-,: vm- ! t b '• ' 11 \ ,,., i' '«l � � �a A � ^ „C.SE — PRoposo STDRu DRAn, BOT.-109.6 o—o—o,>RDPDaE„ NNYNL DR FE \ J OO FKOPMi„ SrRFAO FDCTMRi MD(XRIa1N 'l , I1 �'(i 1 , 17YZ•�)� I! + ► �.�/GN� Ll PROPOSSD DURA uxor Pl�1NEt m"I, - i' t ,. � �''.. •- P—O--O- rROrOSFD .JONVA SiLCMICE E S"'.., rROr05[D E%tC,OEC f001MG ! P.A. t �; J < �� `{�� , ?� (; A• CC ::' _ \ O HORE'E SM,EYrA BLDG. 5 i fAhFF-112.80 --4im ``�: •�_, .' :: i PE k P.A. -112.1 14 ,� �%.�•_ •.. f __.. � '�'.�` �p i r P.A.��' t '1. , / BLDG. B , , i + %'� - . : .. OR'� FF-111.60 _ i ` \ Cr. ii PE-111.1 „ ,c m So .D } t 1 % ♦Y �— :' �� ( - • 1 %.:�' ?S"' •rf h • {.:3 SCALE :.10' IkAl ;e,.-( • ■ ;' . ul ,,LM P.A. ` r` :1 1 f `. 1Iyi—"-, • ! n , i i1`,�r T.tr d1 Fc im?. j4F1 IQ s :.: ►.DET. BASIN TO, BOT.-109.8 . ; ^o,, BLDG. 10 FF-110.70 PE-110.2 I /4 DET: BAST ' BOT.-109, °. Plan Set No. D 5 P.A. No IA8 %x•Ar. ♦ ♦\ L\ i 2ND SUBSTITUTE MYLAR QpgfE98J - ♦ / i TINS MW.AR K IDENTIC� M THE set .P wytm PRLvm eW rE Hcrr t Q ,, o` • , t' OJGNEat ON 11/03/08 0 11 No... { rm T,E REY,.J NOTm 4EREON. 81 EaP. 3-33 1 ® Dopr h1 1006 - �l'rl �' / V l t. . _ •'.�, \ It08CR' S. 11Al�5,/l ' �i O J V 1 V t YSA COM,1u�7,IPp. Inc. �' OF %, i pAir. / •✓'y� Ali Rlphls Rwewrnd �p�� i CAI CIP. DATE, ND. PEV€SIGNS APrRv+Ea aE MSA CONsurmwa3 ING BENCH PD-3-IW ELEY, n6.584 PREPARED IAFATEDYtlf.T nE YeR. Oi R.C601 OF.eOIeY NN'NOY7 s CITY A CITY OF LA OUINTA, CALIFORNIA SHEET MARK JJ .�,,�j/J 26C0'I dA 4 REwsTn EARR,R, sIrAL �xwnDN. Arm AODm CA,ANral D,IAeI s MAO•rISRO. SMiCN A ASSOCIATES, INC: L�ATTN 1• i.P. " 00. TAD r, „ o". rt3L xr n;E WI,ATURE 1� JnAwH ev CENTRE POINTE - PM 31116 ISDP 2003-783) FOR FW* SVAitW01 I P,weemoD . cl' Emommu O . LAM Stmm2RJTEXSE w DE NN,¢ AYE41A AND *ASNDJGTDN STue ( DATE JSA G(: _ _ i� •=4'-T,= PRECISE GRADING - DESERT VILLAS °F W.V. II&W THT R. J, P.c WE 342W sw tore tht". RAwmo MmAnA ■ CA 922)o 9.2.1. � Y s Si L."Im POOL BUILDING AND BUILDINGS 5, 6 10 T,;Lan,ORa (760) 320A8LI - FAx (760 323.7V3 � ass .C.E, xseis EXPR IM 12/31/06 A WSIDN IK A PCRnoN Or ME SOUTH NHF OF SUCTM It. MWWM P 5 SOUTH. WU 7 EAST, SB.M. SHEETS PROPOSED PROPOSED PERIMETER WALL PERIMETER WALL' - (SEE SEPARATE .. (SEE SEPARATE WALL PLAN) ..- .. -. WALL PLAN) , m,.y s,Au 'a¢A Mrw .Pun. a[a -.V$:ss Oo-2•. r� -: pure xp.v ,•axe r-1- %'.alv art bax ., taa an ans w.s - .e'set -n• . � ss:- •'ia, A1n RAe- "av¢. Vu• ass: v-^a er.A u .af :Yn- ..tiy ms I - �-;, .. �_), .. ��j .. coot. !='+t• es�b' _ .. �' - _ .... _ - _ _ DET. BSIN :; .... ..... ...:.. ..... .... :.._.. � �T� I :o o z.oD ac ,oa�. : ... - ....... ..- 3-'i J• , n.ao :.'.::..:"... 11. -t I(IAL�iicj � I 1 � 7 7 a / `'•�' nos '. ,. ,... ..... Bit -108.8 � Ts�-.� �'.. - � •� �,`'. :F?:' 111.88 :'. I`.'s:'. 2 ♦ 111.00 I1P - 1,0.5 111.00 I L• 4 FL POOL P 63.. .A. 7 , s / J• '; •` ° P.A. .DD - 4 110.5 i P.A. 109.9 ,, Be BB 1 1.00 FUTURE 10. TO �. tt T4 7 TI11I �. I I PE-109.2 } „ OD 110.0 BLDG.FT 8 e BLDG. 7 FF-111.00 0. } 110.88 F -11.0 71NV '---- - T-----r--.� 1 I B 7W I10.61 - , ' 6 FF 111.00 NJ I IDO °° ---> '� • ; PC 110.11 PE-110.5 I11.00 , 6.75• �' ,'0 ' � 1 10.88 rq� 10.5 00 rlo'• ,ate , It 3 1'0.5 ] I11.00 11 7W 1,0.70 110.88 '' 110.5 F6I,U. P.A. I P.A. \� WV 7 d 111.00 11.00 :.:.: % ,D. P.A. BLDG. 6 P.A.f:.'<::. - e.., 6 , :.Q.. •..: „1AB P.A. I1 FF-111.60 :,l .. 7 m. ,':. D-1., D-,., 110.4 _ ,1,00 .., P.A. ':;:;' ;'" P.A. + p PE-111.1 71NV ID.S ^ / ' : ,a: %`„. .'.. �: ��"�,•, D.I.1' R FUTURE �: ' �. �,''L a'T , PE-109.0 yx, 3 ,oa ET. BASIN /B-:�'.'�:�� 3:1 SLOPE � .� ` ;;,:.�>�::, • B B .. , , q�;' I - -cam -,�' .. .. :':..:,.�. T .. I , .. ♦ , s ' ' -�� . _ ��; 109.0azfe:Je DET. BASIN 7 _ �`; . 5 -,Da w gyp•' B g CONSTRUCTION NOTES , r' ;;.: „ 3 5 Y:..'. ✓ e.: oB., // 0 ►._.... BOT.-107.2 B 4' CONCRETE SIDEWALK PER CITY OF LA OUNTA STD. 240. ' ,?'1' :. - ,o } SEAYPWG AND CaaE PER IANDSFJPE ARCHITECTS PANS AND SPECIFICATIONS. CQ6IMICT 4' CONCRETE STAB SFNWIG A10 COLOR PER ) _ -;3. IiDNOSC,PE ARf3OEC15 PUNS AND A ED EARTHEN 7 CONSTRUCT 0.]' DEED YIMMl1M GRADED EARREIN SWNE PER DETAIL 'C' TW 1084 J- 1 O^ 3 ( ) l' O (SEE SHEET N0. ♦). 4 CONSIRUCT CMU RETAINING WALL PER LANDSCAPE ARCHITECTS C I,0.0 PANS AND SPECMTIOHS SEPARATE PUN AIx, ;' = oaa ( P7I0TI. 109.s . ' .. 4 BLDG. 9 5 INSTALL AC nAssm awmEL DRAIN PER DEFNL SEE SHEET Mo. e. ®_ BLDG. 10 - -� 09.50 ®. I 6 11- 11 7 7 '^� p VlSTAIL HANDRAIL PER G.R.G. FNAAIE B 3a. B-2 •":' ....._ . - ` '. =:.:. FF-110.70 •:' ;::, �: FF-109.50 a 109 7p�INSTAIL V X IS` ROOF GRAIN SPLASH PAD (SEE DETAIL ON SHEET NO, s>. : `'.:':. , -et /.'. 10. PE-110.2 .:: :': 4), �,`\�`:.': 3 PE-109.0 Oh - i OIL 88 hcoxsrm cr 6' SIDEWALK CURB (SEE DETAIL ON SHEET NO. 9) n')l'Y of L; is O�CONSTRUcr STAIRS PER ce.c. nam „B-}6 Plan ,O F" PEDESTRIAN RAMP PER car FIGURE 118-38 (2001 EDITION) „{H L DUENOED FOOTING (SEE OETAG ON SHEET NO. 9) QpOFE99Fpl,- ✓ -_� ©I sTAIL NOS RDW-WE71 STORM WATER LEACHING SYSTEM WITH SURFACE DRAIN HALT Y (FOR NUISANCE MIFR OILY- TRIPLE STACKED). SEE SHEET NO 9 tot e. W°. a� LEGEND I© INSTNI 6' NDs AREA GRAIN (SEE DETAIL ON SNEEF No. 9) t°t Q ,4+"wsau ♦' PVC (SM. 40) STORM DRAIN PIPE o lx MIN. y $ C2640t s z - PROPosm PURER: Omm EASF.Mwr t)--0--0 PROPOSED HANDRAIL 4' co"crtElE SwEWALx �*'IINsrNL 42. 10cx HAxDRAi PER C.B.C. FIGURE „B-s6 OR E><P- }_31-OB PROPOSED swAtE FLavuNE o� PROPOSED SPREAD FOOTING AND COLUMN _ _ _ 16 r1"�'� TUBULAR STEEL FDKING PER LANDSCAPE ARCHITECT 0' to' 20' W. w. ,y r PROPOSED COMBINATION RETAINING/GARDw WALL ® PROPOSED DURA SLOPE aVNNF1 DRAW PROPOSED SfNR/2ND �PWN$ AND SPECIFICATIONS (SEPARATE PLAN AND PERMIT). ®Copyrlyyhf 2006 r7j CI V 1 V @'t -- STORY OVERHANG - Q CON5IRUCF B' CURB OPENING FOR DRAINAGE PURPOSES NSA Cunau111nB• Ina a OP Ck0l, - PROPOSED STORM DRAM �•O-� PROPOSED TUBULAR STEEL FENCE - All Riyhfa RWaarved SCALE 1'=10' '>r-�`f• PROPOSED EXTENDED FOOTWC NO. REVISIONSEPAf1ED 111m OwEcr aupw s10" OF aCE NO. OP516N BY APPROVED ar CITY OF LA OUWTA SHEET APPROVED DATE MSA CONSULTIIdG, INCIVG MARK PD-3-IW ELEV. 116.584 JSA CITY OF LA QUINTA, CALIFORNIA MAaamo, SAErrR k ASSOC1A77i4, INC. LOCATION,' I.P. WITH CO. TA, IN MO,N, WELL AT 7NE s ONAIL E 26401 DRAWN BY - �� CENTRE POINTE - PM 31116 (SDP 2003-793) 5 IDP.ANHQlO ■ 6Ya ENGINEERING ■ LAND SURYBmIO INTERSECTION OF MILES AVENUE AND WASHINGTON STREET A JSA CSF ° EW O� PRECISE GRADING -DESERT VILLAS ELEV. 118.564' CIECx BY IOTHY R. N. P.E. DATE 10 342D0 1)oe xoPB DREve ■ RAIPrno MIRAGE ■ CA 92270 4' usuc WO / ENGINEER BUILDINGS 7, 8 71LEPRONB (760) 320-98D ■ FAx (T60) 323-71 PISS R.C.E. 45843 EXPIRES 12/31/06 A DIVISION OF A PORTION OF THE SOUTH HALF Di SECTION ,e, rowwslRP 5 souTH. RANGE 7 EAST. S.B.M. SHEETS let SUBSTITUTE MYLAR a. . .. .-. . o. BLDG. 7 If -129-6 BLDG. 8 7 D-O' MIS MYLAR IS IDENTICAL TO ME FF-111.00 FF-111.00 WYLAR APPROVED BY THE CITY PE-110.5 -110.5 BB ENC MR ON 0110/05 EXCEPT PE FOR ME REVISIONS NOTED HEREON. P.A. P.A. 110.5 FUTURE ROSL S. SMU6/of, .0 109 mt 7 1 PE-109.0 rF IF Cffi- /<D P.A. -0 4p EXP. DATE' 03-if-08 ET. BA I ?SDrN i6i.T9 XW 4' CONCRETE SI PER Orf OF V QUINTA M AND COLOR PER LANDSCAPE ARCHITECTS PLANS 210 110 ---j 107 A FUTURE 024 �v CONCRETE SLABZAWPUIG AND COLOR PER PE-107.9 ARCHITECTS PLANS D BASIN ICONS RUCP O.S DEEP NIHIMUM) GRADED EWTHEW SHALE PER DETAIL -407.7 6. BLDG. 11 (D4 NO. 4). EFOTt 0 (SEPARATE PLAN AND PERMIT). 7 (DESM—OW.C. OUT PER DENA. (SEE SHEET NO. 9). FF CONSTRMT CMIJ RUNNING WALL LANDSCAPE ARCHITECTS 1 -108.00 BLDG. 14 11 6. 9 FF-109.50 7 PE-107.5 (D"my., HANO., PER 08.7 -3e. . . . . . . . . . . . . C.B.C..C* FIGURE IIB -7 7 `I*-M;ALL V X 1�' ROOF PE-109.0 DRUM SPI.ASH PAD (SEE DETAIL ON SW NO. 9). CONSTRUCT 6' SIDEWALK CURB (SEE DETAIL ON SHEET NO, 9) <9)OMNSTRUCT I- . P.C.C. OVER CRUSHED AGGREGATE BASE gow-6w . FUUAP PER C.B.C. FICUTIE 110-3a (2001 EDITION) (Dq�=SMUCT EXTENDED FODIING (SEE DETAIL ON SHEET NO, 9) 1 LEGEND 0 1 4'INS ' �ALL AIDS FLLOW- STORM MIER LEACHING SYSTEM WITH SURFACE GRAIN INLET PROPOSED PUGUC Unury EASEMENT 0-0-0 PROPOSED HANDRAIL �CO"-ETE S11 '-. L 4(FI)RILUM WArER ONLy- TRIPLE STACKED). SEE SHEET NO. 9 INSTALL. 5' NDS AREA DR" (SEE DETAIL ON SHEET NO. 9) 26401 9: PROPOSED SWALE BOWLINE (otMAU 4' PVC (SOL 40) STORM ORAIN PIPE 0 IX MIN. EA . 3-31- PROPOSED SPREAD FOOTING AND COLUMN PROPOSED 2ND 0#06ILL 42* HIGH HANDRAIL PER C.B.C. FIGURE 118-30 (g) cc.gy"f., 1 2 6 0' 10, •'0, AV --I PROPOSED COMBINATION RETAUNIHC/cNREEm WALL. PROPOSED DURA SLOPE CHANNEL DRAWN STORY OVERK" LINE 0-witALL TUBULAR STEEL FENONG PER LANOSWE ARCHITECT h PROPOSED STORM GRAIN 0 --- a --- 43- PROPOSED TUBULAR STEEL FENCE It AND SPECIFICATIONS (SEPARATE PLAN mO PERMIT). MS11A Right. OF 0-0 11 e* CURB OPENING FOR DRAINAGE PURPOSES SCALE I'-10' PROPOSED EXTENDED FOOTING NO. REVISIONS APPROVED DATE MSA CoNsuLmG. INC NCH Po-3-Iw ELEV. 116.584 -EP-so U.09;0 T aupmVml- Of APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MAfiK 8A - 6 R.C.E.CC HO 0"" j M jeRo, SMITH ASSOCIATES. CO.WELL AT THE -V CENTRE POINTE - PM 31116 (SDP 2003-7931 OF INTERSECTION 0 MILES AVENUE AND WASHJIGTON STREET C TAG IN NON. REVISED GET. IIASIN FOR UTILITY VAULTS N I' I.P. WITH PtA= A, CFVUL. ENGINIMIXINO M WD SUR ATE USA F PRECISE GRADING -DESERT VILLAS DRM , /.. _ . DATE 10 ELEV. 116.5114' 14, BUILDINGS 9. 10 34200 BOB Hw R"CHo MGLAGB VIER ID T... (87X) nO-981i - FAx (760) kon/31/06 A DIVISION OF A PORTION OF ME SOVM HAif OF SECTION 19. tat SUBSTITUTE MYLAR THIS MT1AR Is ,DENTIFu TO THE- MrLAR APPROVED BY THE cm � ��: ,:..��.•,� ♦ O 1 tl tt � :i �T��-.' lo'a.7 ': .: s '. ® _ ENGINEER ON 6/10/06 EXCEPf ti. B �r a. 11. Fy .., '� , FOR THE REVISIONS NOTED HEREON. •' P.A. io90-` P.A. 0 C26401•t�- ® P. 3-J,-08 1 - to9.7 tog. • ,. /: .= ?'•.':._.r:.; .... - \ t ROBERT S. SMITH./l @`L• ".' S.I ., 11 -: -�... �... i. �0: .'._ ..�•.. L--• �... `. p � o F FD .:.: ::......:.:.:...::-......-.2.71 :•:. ,:. . _ `�..;.�:::'.:: ::.., .: ......,"..; _.:,;: TRW 108. J.;;; ': :;'i. � FUTURE n+rEL DF CAU • : ... f ..: t- , . ....: . :... .. . - •. • ..�'O' "v B t , '`. p. i ] .. 7: 9 ♦ . ... .. , .. .:. ..... c.. ,., J TRW �Ta TRW 108.50 T�1 :t � 109.8\ :. .: .:..... .. ... f , .... - � 1 QQ 7 (MAX L . PE DB.00 ' ::^'c DET: BASIN Im � p ti PET. BASIN 08.7 109.0 loe..i \t/ rRw ,Deco• - . ►' \.. •.: ;•�':':. ..... ...::..'::: .;; . `•' DET. BASIN a7 ^. ^ 107. BOT.-105.8 FUTURE P. 108.00/ 1os.Je ,� v `�` ,,.•� ,- 107.eez, ozs , ?;: J' TRW 108.50 0, \�.'.'1 108.i9 OYBB N P.A. DB.00 P.A. 9. `: BLDG. 11 l 109.3B ' :'. 2' � p p p J I D. FF�108.00 0 i07.88 07.BB SEE HOTEL PRECISE ,O9.5D PE-107.5 GRADING AND PAVING PLAK- J 7 - CITY OF LA OUINTA PLAN 7, I 10800 SET NO. 08118 109.so l �` j -i'i. 109. 107.9 07 ] BLDG. 14 09.50 ?' 08.00 l os.�..'....'. FF=109.50 , ,os 107 D7.Ba PE=109.0 0-0 F- . j x� ® ,D7. FUTURE „ l / PE-107.4 p P.A. oe ®\ l.7 ;...c•..z'; Io9Ja1o9so - - j TRW 1ozBJ .. ,:'„ "1o7z ,-•.,� :;, 107 / V °=lr. lo7J r• r• ` P.A. _..'..•-'.:'.`' lo9so J�\,�`::. 1I ( , e.0:' 7 DET. BASIN Hoe. r`::. ®:� o7i`i BOT.-105.8 �...-.. t e•*..' ® . /J:1 SLOPE---.' p IJ ;....-'. •::. 1 B , '.. � :... ..-. t P.A. 0-1.0 �(. 0.1.0' D-1.0' ,:TOD,.. SLOPE) P.A.laea ' ° J 1O :.. _..:::.iHri; .:':... I ax) .; - ..'Ia .,.� .. :. . . w 24 ..i.I.�..:tlo7:e...,..�o.c.. :...': '. _.'. P'.O ", Sli '10�,�7'a,:o,_1. oJz.B,am:e:;x.'.':• TRw-1mJ.t 7` 106o J�107.7 C.SPA n D.ET``.``B�A, SIN• w oa' _: ivi • .2 .'d ': ". .5 . CONSTRUCTION NOTES �.: �' � �7 80 ::.09?..:, .�•. ,4+ •"� \, '. . CONCRETE 90EWAx PER cm °F LA WNTA STD. 2to. 1'i.i1 > ' :`.ioy.i§ ..:. E E 7.3 los (uT .yieg''.".'v' ✓ .. ; t `: @. srAMPLNc Aro COwR PER IARIYSfI➢E ARcwTEcrs PLANS AND SPECIFICATIONS)..:1o7u 1 �wis3 . ' ,�;.:' �_�:..�, .�..., / f 'CONSIRUCf 1' CONCRETE SLAB(STANPWAND D COLOR PER B ...�.. :.. NO IDS 7 O217JIp5F/,pE ARCHITECTSBANS AND SPECIFICATIONS). •' D3 WHSrRUCT D..Y DEEP (MINIMUM) GRADED OMEN SWA E PER DETAIL 'C' ►� .:. � , `. ']4(SEE SMFEf NQ 1). :y'.,: ': ' J 108.95 7' 17.3 t , '�.. -J.i 07 108.7 '� .:: ` ..'� ', �(: ., :.. �{ :. 7 tOB.O r 4GUN5,RUGT Gw RETADaNG pNL PER IA WIPE ARCINECIS efF '' '' $ ? .. BLDG. 12 r©SPINS AND $PECOYAlI0N5 (S7➢APME PLAN AND PERNTh. .. '.:+lj.,'. I J J 07D 2.: !. '.:. �.` '. `., .:•. t0 OS.7 p WSTALL ACO ELASSOL CHANNEL DRAW PER DETAIL (SEE SHEET NO. 9). D, a P.A. FF-106.50 1 tA-H` ,a7 . rRW,07. TRW 107 PE-106.0 © W$GLL XNIOPNL PER C.B.C. FIGURE 118-38, I18-27 '• +, ; '-' '. : � • IO- 4TALL V E IN ROOF DRAW SPLASH PA) (SEE OURL ON SHEET NO. 9). fi': 10a 50 �t X F e CONSIINCi a- SWOUIX CURB (SEE OETAIL ON SHEET N0. 9) nmt MA3IAY 'fk.. p .. ... r 1 ''• /p p / O�H cm or w aulNrA 0 coNSTRL,cr a• .. P.D.G. OVER a' CRUSHED AGGREGATE BASE Plan Set No. 110 ~CONSTRUCT PEmTRm RAMP PER c.e.G. n01RE 1,s-3e (zoos EDITION) r,, *CONSTRUCT 1XRNDED FODIM (SEE DETAL ON SHEET NO. 9) - YpDFE99lO,1Y 06 0 9�- 1WFOR NUISANCELL WATERWATER1M ONLYELL -STACKED). LEACHING SEES SHEET NO.5U9�ACE oRrut HwEr , oe�PT e. 11, O LEGEND 13 WShcl a' AIDS AREA OMYI (SEE DETAIL ON SHEET NO. 9) It- i Z - - - - - - - - - - PROPOSED PUBLIC UTILITY EASEMENT 0 -�0 PROPOSED HAIDRAL la STALL 1' PIC (SCH. 40) STORM BRAIN PIPE 0 IX MIN. Y� ,(� H��i C26401 A�1I PROPOSED SHALE FLONUNE I I OR ` up. J-J1-08 �O PROPOSED SPREAD FOOTING AND COLUMN ,s INSTALL Iz' HIGH HANDRAIL PER C.D.C. r1aD2 118-Ja it INSTALL TUBULAR STEEL FENCING PER LANDSCAPE ARCHITECT gg 0• IO IO' JO' �' mJ ' PROPOSED COMBINATION REWNING/GARDEN WALL ®PROPOSED WRA SLOPE CHANNEL DRAIN Y 18�PlANS AND SPEC[n HORS (SEPARATE PLAN AND PERMIT). MOSA c.opgo 111 006. �fF OF OAE\FOQ�-------PROPOSED STORM BRAN 0--C--0- PROPOSED TUBULAR STEEL FENCE Q CW/SRNCr a' CURB OPDONG FOR DRAINAGE PURPOSES AI Right RAlervsd SCALE 1•=10' �.S_.i .:•: tr: A.:�' 11PROPOSED EXTENDED FOOTING E PPE➢ARED UNDER DIRECT $UP V,91pN Oi R.°.E NO. Oa91ON BY A➢PROVEO BY C O A O IN A SHEET NO. REVISIONS AP?RovEO DATE MSA CONSULTING, ING MARK PO 3 IW ELEV. 116.884 �� JSA CITY OF LA QUINTA, CALIFORNIA 1 RLVISED LOCATION OF TUBULAR STEEL FENCE FOR POOL AREA MAINIBRD, SMITH a ASSOCfATPS• INC LOCATION 1' LP. YDM CO. TAG IN MON. WELL AT THE SIGNATURE 2e4D1 DRAWN eY '. CENTRE POINTE - PM 31116 (SDP 2003-793) Of A[VIS[D LIMITS of CONDRt7C PUNNDW - Crva Bnau+BPnuHo - LAno SURve7wo IHTERS[C1ION OF MILES AVENUE ARO WAJHLVGrON STREET ArE JSA CSF ll�ti PRECISE GRADING -DESERT VILLAS DEV. 1,6.SBa• GI�GK BV 0TM' N, P.E. CAE 10 ID34200 Dos Hope DRTve . RANCHO MTRAaB • CA 92270 9 �/� Puauc s/ C. ER BUILDINGS 11 AND 14 TP.L EPHoN8 (760) 720.981I ■ PAX (760) 3217893 RSS R.C.E. 4 J EXPIRES 12/3I/06 A DM90N OF A PORTION OF ME SOUTH HALF OF SECTION 19. TOWNSHIP 5 SOUTH. RANGE 7 EAST. s.e.M. SHEETS ITRUCT 4' CONCRETE SOE11'AL( PER COY OF LA OUINTA SID. 240. PING AND COLOR PER LANDSCAPE ARCHITECTS PLANS AND SPECIi1CAMON5). TRLM 4' CONCRETE SLAB STAMPING AND COLOR PER RIPE AKHMECS PLANS 0 SPEOF1FATpNS). SHEET 0.3' DEEP (MINIYUY) GRADED EARDBN SWALE PER DETAIL Y' . SIFLT NO. 4). ROICT OW RETAWING WALL PER AR LANDSCAPE CHRECS AND SPES CARON9 (SEPARATE PAN AND PERMIT). 1 ADD K ASSIX 0WIN . ORNN PER DEVIL (SEE SHEET ND. 9). 1 1' Y IN ROOF DRAIN SPLASH PAD (SEE DETAIL ON SHEET NO. 9). WUCT 6- SDEW4LK CURB (SEE DETAIL ON SHEET NO. 9) RUCT MENDED FOOTING (SEE DETAIL ON SHEET No. 9) 1 AIDS FLOW -WELL STORM WATER LEACHING SYSMM WITH SURFACE DRAW INLET NUISANCE WATER ONLY- TRIBE STACKED), SEE SHEET NO. 9 1 42' HIGH NAIIDRAIL PER C.B.C. FIGURE I18-36 U. TUBULAR STEEL FENCING PER LANDSCAPE ARCHITECT , AND SPECIFICATIONS (SEPARATE PLAN AND PERMIT). RUCT 6' CURB OPENING FOR ORAIWiGE PURPOSES 1075 3 J 107.6 107. 107.0 107.5 107 `- G ... P.A. 1070 .8•01`''A1i' 105. rDET. BASIN-- e%'• 06.0o a1 BOT-105.80_B . y . , 3 \ 7 • I 7 1�� A• ®. 07. 106.8 08.00 7 t OB.00 O' ° tm: 108.00 TZ SEE HOTEL PRECISE .-.Do GRADING AND. PAVING PLAN, CITY:OF LA OUNTA PLAN ,oaao 7 P.A. 10788 107.88 I SET NO. MIS BLDG. 13 rr- j FF-108.00 71NY PE-107.5 08'°° .0 71 00 LOB 107.88 7 ` 7 1 1 .QD :. \ 07, ..00 08 10. 7 .'1.., 1 107 to .ea 1 n « +. t..' loss � r'i_`� to75 •.... .: _ _DET. BASIN 0 r: 0• BOT.-103.6 \ 06. s"opE .. 1 /,04.8 f07.2 REVISIONS APPROVED DATE MSi ID 34200 BOB III:TBT�TEONe I 4RV 0' To' 20' 30' 40' O Copyrl��h1 2008 MSA ConsulNnq, Inc. IsMiN All Right. R. -d SCALE 1"=10' 4SULTINO, INC BENCH PD-31W ELEV. U6.564 MARK }(g AssoclATas. I2ac LOCATWN 1' I.P. WITH CO. TAG N MON. WELL AT THE 7D0'A9D40 ■ 1.A7ID $URV8YD.0 UMFRSECIION OF MILES AVENUE AND WA9pNCTON STREET ■ RANaM 111B,ADa ■ CA 92'170 ELEV. 116.554' �98ll ■ PA= (71)O) 32i-7893 105.9 . 1L J+ •; 10106.0 I 6 vJET_`BASIN J BOT.-104.3'- � HO5.7 A�l YpOFESSI - LEG END - otBT 0 o s `Y: - - PROPOSED PUBLIC UTILITY EASEMENT C26401 Erp. 3-31-08 A 7 PROPOSED SWP1E FLOWLUNE A 0 C 1 Y \ \• < ® off PROPOSED COMBINATION RETNNNG/GARDEN WALL OQr - OF CAEAF PROPOSED STORM ORAIN A��A• - .•..� PROPOSED EXTENDED FOOTING 26401 4/a/o ♦ Y 0. 1.' J _ - 3:1 SLOPE) \ TOG '01.10 \ _ I S lDET BASIN. 4 ?o I _ n 108.0 \ 1\ G 1 1 4 \ 1`F 06.38 Nv 1 9 'DET. BASIN 1 BOT�10.1 .. �: �0fiY E.I LA QLJIR7n. ' Piiaa:1�Sct No. 00 ---0 PROPOSED HANDRAIL ❑O PROPOSED SPREAD FOOTING AND COLUMN ® PROPOSED DURA SLOPE CHANNEL _ _ a __ __❑_ O•--D-0- PROPOSED TUBULAR STEEL FENCE CITY OF LA OUINTA, CALIFORNIA CENTRE POINTE - PM 31116 (SDP 2003-793) PRECISE GRADING - DESERT VILLAS BUILDINGS 12, 13 OF A PORTION OF THE SOUTH HALF OF SECTION 19. TOWNSHIP 5 SOUTH, RAMC 8 OF 10E' n PREVEMAINE YFASURES SUCH AS GRASS LINED OR COBBLE BOTTOM FOR STAPES PREVENT OVER 2Ji TO PRflTJlf EROSION EARTHEN SWALE NOT TO SCALE INSTALL AGO PERFONATED SEE PLAN EL STECRATES 4'-8' P.C.C. _ SIDEWALK l-I CROSS SECTION SIDEWALK VARIES INSTALL AGO PERFORATED STEEL GRATES SEE fUN SEE P1AN K201 0112 ACO KLASSIK DRAIN CHANNEL DETAIL\ NOT TO SCALE J LEVEL LANDING HANDRAIL PER C.B.C. 5' WIDE 12, FIGURE 11B-36 MINIMUM X s>oo2 LEVEL 30 (AIAX) ' LANDING s' WIDE MINIMUM PEDES . ACCESS RAMP PER C.B.C. Fl(. 111 118-38 HANDRAIL TAIL O NOT TO SCALEDE 6' SIDEWALK D6CURB DETAILO FF (PER GRADING PLAN) PE (PER GRADING PUN) �i C/L OF ALE &4K Gtg �i L 3' MIN PER GRADING PLAIN EXTENDED FOOTING DETAIL 1 1 NTS INSTALL AIDS ' INSTALL NDS 12' INSTALL ( FLO-WELL EXTENSIOT WRAP WIT GEOTIXTIL FABRIC SECTION ___ I—i1INS TALL NDS FLO-WELL =I=I I=_=I=._—I—— II i—I I :Hsi INSTALL NDS 1- SURFACE DRAIN 1-III= gg�,�ti1Ja• dt6d)�` <.� I:--.II.—WLET ' 6' AREA DRAI) 4'�PCC SLAB s' m3 a -s PVC DRAIN PIPE ' 5=1.00X ION. A. PVC TNT SEND OR 4' PVC 90' TEE AREA DRAIN DETAIL 13 (FOR POOL AREA ONLY) N.T.S. DIN SHE DITERCR FINISH EXTERIOR PLASTER 0/ WERE UM AND BUILDING PAPER 2 X 8LOCXING FOR SHEETMETAL TO BE ATTACHED SLOPE SCREED PARALLEL W/ 14ROSCAPE SLOPED RAMP WILL OCCUR AT DOOR (SEE ARCHITECTS PUNS FOR DETAILS) WEEP SCREED 26 GA. CALV. MTL. W/ 3-1/2- HIGH HALING FLANGE PER C.B.C. 250S.5 PROPOSED FINISHED FLOOR ELEVATION (SEE PLANS) CONRNOUS NON-KARDENDNG VIOL CAULK (3) BEADS OR 1' WIDE NON-WIRDENING NML STRIP 22 CA GALV. MTL SHEET COW. LAP JOINTS ♦' AND SEAL- PAINTED TO KLATCH C(TERIOR COLOR WEEP SCREED DETAIL N.T.S. e ■ SCUPPER -TYPE ROOF DRAIN SCUPPER -TYPE ROOF DRAIN II— I I 9;AA7h i9��4 II III II II (SEE ARCH'S PLANS FOR O(ACT T2--(SEE ARGK'S PLANS FOR EXACT ' LOCATION. ELEVATION, DEEMS IOGTgN. ELEVATION. DETAILS C„ AVj. '•_ — _ ~ AND SPECIFICATIONS). I AND SPEpFlGRONS).—III— oo;S! .ip3r3:_y�..'�y+w I I —I FACE OF 8URDINC I CONSTRUCTION NOTES ',� . `> 0.3 DEEP OMDIDIOM) GRADED EARTHEN WALE PER DETAIL FS SEE Pw+ 1 �1_I=1 I I —I I —III I I -(I I—i I I. 03 FS SEE PLAN I-11 I —I LI I I_ I :I—:1.= GEO `v'TM A 0C.H.T Xa GMD RETAImIG W POT LANDSCAPE AROOM * I:I...I I,,.'I _ TI— cEOTExnLE O4PLANS AND SPEa1GTIONs (sTPAFATE PUN AND PERMTTJ FABRIC 0 INSTALL ADD IOASSIX CHANNEL DRAIN PER DETAIL PLAN SOIL © INSTAL HANDRAIL PER uu: n aw 118-J6. 119-27 40 /+ • O INSTALL 1' X IS - ROOF DRAIN SPLASH PAD NDS FLO-WELL DELAILn o 6 1' NOT TO SCALE RppFE89/ 11 yCONSTRIRT DKTFHDm f00TDIO rINSTALL NDS FLOW -HELL STORM WATER LEACHING SYSTEM WITH SURFACE DRAIN DILET ��Bo�PT e. e Fjo OR NuWXM WATER ONLY- TRIPLE STAIXED) ROOF DRAIN SPLASH PAD O ©INSTALL 6' NDS AREA DRAIN NOT TO SCALE C26401 9 0 INSTALL a• PM; (SCH. 40) STORM DRAW PIPE D IX MIN. E.P. 3-31-OB A ISMMSTNL M2' WCN IWO11tAR PER CBC. FXalflE IfB-JB D o(LA OU;P:TA. Yt LIS Nnq•�i1c.Of CAILFAll R11. R- —d NO. REVISIONS APPROVED D,TE MSA CONSULTTNO, INC. BENCH PD-3-IW ELEV. 116.584 PRE �QT °°�°' SUPERVISION OF FIC.E NO. DESIGN BY APPFIOVED BY CITY OF LA OUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MARK JSA MAIIamRo. SmrrH & ASSOCIATES, INC LOCATION 1' I.P. WITH 00. TAG IN WON. WELL AT THE sITAIAT wPAREDE 28ao1 DRAWN BY CENTRE POINTE PM 31118 ISDP 2003 793) 9 IDPLAMNDw . CIVIL BNOD✓1 Eanan ■ LAND SuavBYm INTERSECTION OF MILES AVENUE AND WASHING70N STREET AT JSA CSF AMrNlK t�fit PRECISE GRADING - DESERT VILLAS 10 EIEV. 116.38A' TOM/ R. !L N, P.E DATE 3a2W BOB HOPE DREY6. RAND MmAOH . CA 9MO Q 3 D(, CK 6 u6LC s/ ENGINEER DETAIL SHEET TELEPHONE (760) 320-M • FAx (760) 323-7593 RSS R.C.E A EXPIRES 12/JI/O6 A pN40N OF A PORTION OF THE SOUiFI HAIi' Oi SELRION i9. TOWNSHIP 5 SOUIN, RANGE 7 OAST, S.E.M. SHEETS MILES'AVENUE m H m .• .. .. ... - LI9 _ m - _ ._.. ._ i - '�' >.r, ..-�=•'- ' �' ;d . 15 � &I �1 °�--a _ _ > - �-.. � [FF44.110° ° ° �{• �r�-:;-"`'� r' .-,.-'."' "fig! A I L T 9 T-- - ---- P "47 - tea' ti - IFFF,�,.;'`•,� \' E� ,xs.e'� 1 0 _ "r- t i9�• D- ,/` . -`\• I `� o, t t 111.6 II`{j:/;%`�:1 -- "•' ti xl�i ' \:,•: \'o V'Y u 'oj e/ + i,•� - --- POOL \�: ' PROP. LATERAL `u m�ll �:;., _F.��:-/• 'n2W \ _ rA --- ° �:I _\ /� LATERAL `Q- .� •:�;1�'�,`i ,• %�`,+.,..:.`,.. ,y .,��:/ TSB. !� . 1 �' SERVICEi.-��1 fir" \ � �s ' ,�i BLDG.7 O , BLDG. 4 F,': \C�:' .., f' •(3f _ I�7 . (rwJ BLDG. 2 PROP. $WR. r SERVICE FF•114.40 PROP.+.:•' ! •.!__i __..! 1 \ _ ___ ___ _ / FF•111.00 1 FF•111.00 . Tr ,`�`.. 1s LATERAL':;' � Sx.05' (i1'P.) it \`' BLDII d /-F�--• ! ,` - _ PE•1/0.5 f . e' PE•110.5 FF•115.00 uiF]IAt PE•113.9 t2'Sd �'".k •1j.2' y PE•114.5 (TTPJ t (TTP.) 1.'c;+ .. ...i FF•I/4.80 ppp / i .. ' -tip 1\ \ - ROP. SY1Tt. '>'.: �.+;1 (I 4'ji\. It[['� [ 'Y PE•114.4 b ' d'e-O�-O+ PROP. WTR. P WIR , .\,.;.. i LATERAL - ! .1 ::�°. • :,i p: , �, 1 r-: �-� SERVICE PI . PROP. SWR. L12 (Tw-) `^ \ p °-O\ SERVICE \ ', ♦..•.) PROP. WTR. Pl" fI.' ,o!^ I.I T•'/ LITERAL .V . + - i \ PROP. SWR. ` \ Q (TTPJ 10.78' (�� PROP. wTR. 11.16 � PROP. SwR. 'e � O Q` (71'P.) p/p / t 1 . - ; `t (LATTP) - % _ SERVICE LITERAL `3\ '`•O PROP. LATERAL. +I PROP. SWR jjj:`•` \� i O__O n, r7) 'd Pv 1 0�°mil \ !" .t'"` ��O/ / LATERAL BLDG. 5 j \ \0' St�..i \i �!_tiyy-;° /-.•` (1YP.) r (TYP.) 00 \ ' o- LATERAL fjF. •�> H%,,,c^ `,`)\ `O r�,`$' ( Q'� > `5,..� h!. V t .r.t ?�" ! (T\'PJ FF•112.80 j _.)� \ o �y'-." .� /1k'.Sd ) •LI •^__ -"^7 P[-112.1 •T•. e i st, 6 PROP. SWR. - `� - r• I&I : 1 _ PROF. WTR. o BLDG. 8 _ �// '° ,> � 'S ;//+ t ._ Y' i V - � "[�•' i �-!� �� �� SERVICE LATERAL J�! > FF•111.80 pE- .., I - ....... .. , ,: r-----r-� �;?'t�C\ �_ (TYP.)J PE-111.1LAN 0 CITY 4 C .\ _____ �� t �' �'' /\.• \ ', �� SC 9; SEE ACCESSIBILITY x . .Y Yt _ 1 ° \ _ 1�;�% • ' "5 ,h ' i.st.• T o� 1 ITE0 OUIHfA PLAN SET ?x:Y ,�"1 .1�?;; .'\^ y P _O_°-p_ 1,0 •/ :O PROP. SWR. V' •�•' ` ,~ PROP. WTR. ••��h( /'`, �'. ✓�' \: PROP. WTTI. � , 5FF-� :. �� r�Y\.J ' LATERAL �� � \\'..'%P�\• I A^ \°'l '.• ° BLDG. 1 l r SERVCE a\; > • •. FF•115.50 (TwJ ., .I ♦' I WQ,)T' _ ,i ®:i` - • •--� y�q!l�-L�--• , 1 !t Iv:. (TYPJ Y�`-• �/ PROP.\.• (Tt'PJ O PE-115.0 'k �'•Y m SERVCE rJ o. J \`•�' 20.71' ' y'r• i .. (TTP.) PROP. SWR. >i XY I 4i' e. ��•• I y LATERAL BLDG. 9 1 �r-, ^. `� 0JOy\\g ' _ s0+ a / ///��x•••. �' `-',7:-�' 1`, ' �-) •'S: % \ T (TnJ FF-108.50 iO. t� w � _(.�... ��.� BLDG. 10 _ I PE-109.0 po�� P• r ( �� i \\'i� �'� ; H.• 11 _ FF•110.70 F"3�D Ly� x-C.�. ,-\,... r _9 PE-110.2PROP SWR'e.g.,F ;~ '01 °' u RAL pRr r� _"G f.�y+N�"' .. \` Y x �ARAOCP(A�brg„s� ".x:�..a^• ":.�.�t�"'\ \ \' \� �•� > `' ` S, OPROP. Writ.Q] (}, y, (IYP.) P�'P4tl•" @'144' " Y� t SDY(p,Nb 0 \ SERVICE �O J: 4.11'S`.., `0. :•:/�/r \. P 4p ,�y � y '�3 IM 'AliS P _Y=A. L { � +\O`O LATERAL SWR. 't"3. ,1 o / G' S."�i�tix'.... -, �M'AO� _.l ' Y-) ;`., a.` C PROP. SWR "••'-' l (TYP.) . I PROPOSED P.LV AND F.O.C. PER ^' ' .r SEPARATE PLANS LEGEND -WW- -S- -S- K je- M ;0 t- N ^hL .. ,,` -W- PROPOSED WATER - PROPOSED SEWER ADA ACCESSIBILITY PATH PROPOSED PARKING SPACES FOR THESE BUILDINGS CURVE DATA NO. DELTA RADIUS - LENGTH TANGENT C1 01'3210 10350 2.7E 1.39 C2 862E 44 J.00 4.53 2.82 C3 50'32 46 5.00 4.41 2.3E C4 2V4241 47.50 20A9 10.41 C5 I 1 T44 40 2.00 4.11 331 C6 159458 103.50 31.16 15.70 C7 IW4332 25.00 S.6V 4.35 GO 31' 15 32 5650 3052 15.81 C9 1707 59 25.00 K29 2.66 CIO 6T5138 2 2.3 1.35 C11 117'4621 30.00 61.67 49.70 C12 W0452 10.00 7.00 3.65 C13 06,3633 5.00 0.5E 0.29 C14 10p 150E 3.00 5.25 3.59 C15 SY3419 8.00 7.62 4.13 CIS 091028 201.40 28.73 t4.39 07 27 Ol 21.10 B.IO 4.25 CIE 0T2247 124.77 16.07 TOY C19 091833 98.00 15A 7.55 Cx0 i r a 2500 m3s 5.24 C21 115201 3.00 5.93 l.58 C22 21'3920 50.00 18.90 9.5E C23 6T4041 5.00 5.91 335 C24 2X3000 25.00 992 4.97 C25 7T1855 3.00 4.05 2./0 C26 W07 35 I Too 10.39 5.62 C27 36'05 00 5.00 3.15 1.63 CZ8 70495E 7.1E 8.87 &tO C29 60'DO 32 3.00 3.14 1.73 C30 61'5835 3.59 3.E9 2.16 C31 31.5317 11.00 8.12 111 C32 SB19 o0 6.00 6.1E 3.3E C33 1T3650 760.00 233.64 117.75 C34 19'0024 890.D0 295.24 148.99 LINE DATA NO. BEARING LENGTH LI NBT3304 6.00 L2 N8C25t4 29.8E L3 N39'2537 5.00 L4 N5934 23 4.19 L5 N20'1919 77.83 LS N07-2352 4.76 L7 N000000 5.25 LB NI71046 4.22 L9 N36*3218 4.22 L10 N34'5640 4.76 LI1 NOT2232"E 0.97' L12 NO6'2232 10.02 L13 N7C5915 34.83 L14 N9Or0000 0.00 L15 N143]55•E 17.01 LIS NIC3130 ITT3 Liz N76'5902 150.11 LIB NOP2510 95.25 LI9 N89.3322 687.21 L20 N89'3124 125.91 L21 NBB•08 SJ 2032.4 L22 N5rM'ME 203.09 L23 N71'28 37 51.11 L24 N7B28 2a 179.86 L25 N67'0749 131.39 L26 N21.541O 12.a5 L27 NSB50 43 129.69 L28 N002639 76.60 L29 NOPOD 00 182.0E L30 NSS1225 88.7E L31 N3722 46 82.63 L32 NII'3338 149.37 L33 H75.2923 51.61 L34 N7C5915 77.65 L35 N7fS020 2.65 L36 N 5519 2.49 L37 NSS5808 35.8E L78 N89'3359 31.6] L39 N31'46 M 13.25 L40 N01.2 23 101.51 L41 N1T27 H^E 24.46 L42 N84'2518 25.50 L43 NSC25IB 20.94 L44 N624558 8.25 L45 N3925'45W 5.00 L46 N50'3415 3.11 L47 N88.2558 36.00 L48 1459'5611 9.45 LI9 NIW1941 9.45 L50 NO.S2045 4.79 L51 N84.3915 7.02 l52 N8E5811 2.49 L53 NBB24 06 10.11 L54 'I 7E 0.51 L55 N01'0149 20.52 L56 N4T2122 16.37 L57 N4T2122 11.7E L58 N472122 13.23 L59 N472122 . 17.51 L60 NOP2 W 102.75 Let NDO.2840 III .00 L62 NDV2840 101.82 L63 N8733 20 25.93 L64 N59'0701 25.41 L6.5 NSV3257 37.70 L66 N61'2336 24.18 L67 NSTIS' 4 13.59 L68 N90'00 00 8.29 L69 NEB58I1 5.37 L70 N01'27 2] 136.0E LTF N2740 2] 36.75 L72 N60'3108 43.9E L73 N00'0000 36.SI L74 NO6'2Z 32 81.82 O Cc.=Iyhl 2006 All ,..h,. tinq, Ine. All Rlphta R•••rv4d NO. REVISIONS APPRDvm DATE MSA CONsuLTiNo. INC- MAumRo, SMITH 8: Assocu ms. INC. PU onm W Civ¢ BN�dO o ).AND Sultt m 34200 Hob HOPE Dam ■ RANCHKI MBAO6 ■ CA 92270 1 ID7HI"HONE (760) 320-91111 ° FAX (760) 323-7893 ? x r" &qLp N�LATERAL Y _._> •\, x.r '< ✓, +fir•,. .p (TYP•) �LZ�) �a �, ./•'fj '\ 1 `r�� �°R0 i'm17rs sm r '' • 8 l �+, / - sEP �. ARAT[ PER '1_.� • 4. a`'� j, •`y X;X J. y- )'! g BSI ,, ___- 'q. '' 47 4 L53 4 1 1 y •� .. [.•'^ _ E PROP. SWR. LATERAL HORIZONTAL CONTROL ACCESSIBILITY ' ✓ ;' "`' EOP W'R 1881 E Wo9 C. p SWR. O,o j. SE _ O- ANC1 UTILITY LAYOUT ' 9r �') P BLDG'1 i G FF-D109.50 •• PE•107.5 9k, �.%F/��/•- PE-109.0 ✓5 J r� 1.,0 PROP. SWR. PROP. SWR. I : 1, i LITERAL LATERAL -V-g�I�<}� •`^`� PROP. WRt. \\ F�` • t_ '___ SERVICE 90, 120' E F� � (•• b__ \__ _ _ __ '1' SCALE 1'-30' g O' ------- V /g?P'1, � -- ~�'� PROP. 51YR. •I./ `. it m' J f'L•, • m J l /(),S /OO LATERAL (TW) OP. sm BLDG. 12 LATERAL FF-108.50 1 f � 0.17' PROP. WTR. PROP. SYM. SERVICE LATERAL . - BLDG. 13 (TYPJ 1 (iYPJ O'p1 '•i j t+ `c\ FF•108.00 r a A� . /Je• -�O .41' PE .5 : a+ SEERRVIICE IZl�J (TwJ PROP. SWR. LATERAL PAS K At ✓. COL PO RO-ED VIA PLANS ID $ C2640t � • ' .. S j\.Il'Yof LA OUINTA _ E.P. 3-31-0e - Y - _ - Plan Set No. mr C(y%� OF CAl•\FO - PREPARED L1N0ER ONECT pN OF . R.CE NO. OE.SICv1 OY APPKOVFD er crc OF u OUINTA SHEET :NCH pD-3-IW ELEV. 118.584 J3A CITY OF LA QUINTA, CALIFORNIA \HK10 %ATE 1• I.P. WITH CO. TAG IN MON. WELL AT THE SIGNATURE "' f 26401 DRAwx eY - ,)•J„ CENTRE POINTE - PM 31116 (SDP 2003-793) INTERSECTION OF MILES AVENUE AND WASNINGTO.. STREET AT 3sA csF °/ryL� PRECISE GRADING - DESERT VILLAS '� °F' 116'584 !� 3J06 cN6x6 °BLx / SEER DATE HORIZONTAL CONTROL, ACCESSIBILITY, AND UTILITY LAYOUT �� RSB R.C.E ! EAPIL 12/31/O5 A DIVISION OF A PORTION OF THE SOUTH HALF OF SECTION 19. TOWNSHIP 5 SOUTH, RANGE 7 EASE, S.B.M. SHEETS