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3729NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class III DATE: Septe>•ber 27, 2002 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 'Dul - Po l"S Drive- (5oo l 3oLL4-h cr Wrt4ort 46) r A><1f 5�9-040-013 (Street address or Description of Location) —PURPOSE OF CONSTRUCTION CY'WD Well Site Preparation Sketch (attach construction plans if appropriate) .DESCRIPTIONNOOF CONSTRUCTION 12' dater Lino and "Boo Attached DIMENSION OF INSTALLATION OR REMOVAL 126' x 165$pedal Conditions** SIZE OF EXCAVATION, IF NEEDED h A APPROXIMATE TIME WHEN WORK WILL BEGIN Oglo3i02 +UG°1 (� APPROXIMATE TIME OF COMPLETIONlU ESTIMATED CONSTRUCTION COST (Including removal of all obstruction, materials, and debris, backfilling, com- CITYOFLAQUINTA paction and placing permanent resurfacing and/or replacing improvements) _ FINANCEDEPT In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of th permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the resu ��f this work. Signature of Applicant or Agent Sienna Corporation 4185 Boardwalk, Suits 209 Pain Desert, CA 92211 (760) 776-8293 Name of Applicant (please print) Business Address Telephone No. Pools Construction, Inc. 41-420 Yucca Lana Bsrnada Dunes, CA 92201 (760) 345--7339 Name of Contractor and Job Foreman Business Address Telephone No. $06217 04232 Contractor's License No. City Business License No. Cincinnati insurance CPP0744208 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class 111 Public improvements: 3% of estimated construction costs �•� Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ 2,919.00 II Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Recorded by 100.00 -0- rt�1 wwrl $ 3,019.00 Date 3723 � PERMIT VALIDATION PERMIT NO. 3729 DATE APPROVED 09/03/02 EXPIRATION DATE 09/03/03 DATE ISSUEDr�L�/� By / rcOr nD Administrative Authority Telephone: (760) 777-7075 License Detail Page 1 of 2 California Home Tuesday. Seoteml License Detail CALIFORNI-A C0 TRACTORS._STATE _L_I_CEN: Contractor License # 806217 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: . CSLB is prohibited by law from disclosing complaints until they are referred for legal . Per B&P 7071.17, only construction related civil judgments known to the CSLB are di: . Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. . Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. Extract Date: 09/03/2002 * * * Business Information * * * POE'S CONSTRUCTION CO INC 79875 CIEGO DRIVE BERMUDA DUNES, CA 92201 Business Phone Number: (760) 345-7339 Entity: Corporation Issue Date: 04/03/2002 Expire Date: 04/30/2004 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * ClassI Description 0 GENERAL ENGINEERING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 1030447 in the an' $7,500 with the bonding company AMERICAN BANKERS INSURANCE COMPANY OF FLORIDA. Effective Date: 11 /19/2001 BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing Officer (RMO) DE http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 09/03/2002 License Detail Page 2 of 2 ALAN POE certified that he/she owns 10 percent or more of the voting stock/equity of corporation. A bond of qualifying individual is not required. Effective Date: 04/03/2002 * * * Workers Compensation Information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE_ FUND_ Policy Number: 44-000019940 Effective Date: 10/01/2001 Expire Date: 10/01/2002 Personnel listed on this license (current or disassociated) are listed on other licei Personnel List Other Licenses License Number Request Contractor_ Name Request Personnel _Name_Request Salesperson Request Salesperson Name Request © 2002 State of California. Gray Davis, Governor. Conditions of Use, Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 1 09/03/2002 4 . 940kLLL (094 -.uu1&IRL AtWa4ynt!mAWie4gUJ-PV Ze_ -XV7 118 � a3nssl3.lva ILV0' N0l1VNldX3 :j�: 03AOti4dv 31VO 2 L Ol1.1 iNuad NOUVOPIVA 111M tid Aq wPJWIWI l Uwa A4 psAINUM 'oN 3dpw8 1V101 pwinb-- A PuOB ARut"glsoduQ 4st D Alluuad �I ol3o"A llwJod S o`o } b Z Bad uud vl nPP940 PoPGUB e+5 %A11Sv0 —Vuuad wBliiuA"w1 MUM slsm uolswlusucc polowtua;O %8 ,%uaummcmjwj muMW Wcoa uol�an�+m palutulpta y0 y ;wuvwvnoJdwl oIIC►Id M'Zola —+<lwwad %►pw*AG4dtul tmpMlpgns s33d inqu-m AaIWd AueautOa soueimull :,w00110av do I wN ow—n —roil AYJ 'ON osuaan t, Oa aNduawlalvA. *NIPPV swulsng uutuwod qop pue 7oeuuo0 0 awaN 'ON W WPPV 60 VW lA alpm pw su AAMWOMW luatuaarKW 1"NWO AM Jai Aad w pug vwlno i'1 Ju A30 alp !o puu film W4gAtn"34AW 7dulmd mp Jo ruawo4m pua sway alp '"wwjwo AHD Yp4Wllddu IN 41W Aidutoa 'Oa+Ou aq JJFA a+u.. /o ammA➢e ul unoY IYSI IpvYAWuMt ti•W 30 ' ZpWpoV -44t4 lulutQV 00 A1130A1 -k"w 1Wdo fIW W auaraund patuo/) a;uudd ww owun uwta wpun tµau Amp p slnsw woudYfud u W &gmft=n na tluluudd•u Auvdwd Iu YuowwJ pl a&mwp Io wol lunpp, Autt W Uw UU16 O pud uopw yWnua to *Map umi BUPIFWW saim_A iWiiequll 'yllslnu0d Ila Puu -a lmjw t1 pint W0 4 —I—v l'uw 4w- P­ —l"03,tusudw 'itOMID swoeu puYaW # Wl 'Ia1J n puWMp 'AilwuipuI :oy y n., R nn &WUN f�i"i�I:Ui�tls•'�M1 1�>ltiltAMMM MIL i�ra+r�ir•tti��wrr ■��■ MM, 7,, W-i%1' (Qfj Al—1011WJQd -: *'duq 311 V-0 — 4-"d I:uowaAoyawl UONM!Ppin Nouzenuoo do Nouvw-i Zo '31ea S NOMAIQ911S d3AollddV Pug UNsJWaJAOIIdWI HGNIW 4um uoj=auuW ul,qustunAn dwl UW Mn vIlgttd tP41i natuo pua aulew w3sm 'awttu3s 'uOj "v0d 's*ety W 'nuawemld 'BAt aMAP -.WnD alaAII JQ QILQnd 4n uapm4ma utli Aod t Maw"wowim) No11MMISNOD S)Iuo II 311and MMU 110..4 N011VQ11ddV t/,I Nl(10 V"1 AQ Aj to x!WJ*O Wowytttsuaue ue sauutu000 %W'4114A uoliap114A Awwd 4zim 40 3.LON 2/T:d 66289446:01 :Woad zo:oT 2002-La::-qni say, A r . AUG-27-2002 10:43 FROM: T0:97768299 P:2/2 e' ENGINEERING FEE SCHEDULE Page 2 of 2 Effective 12/4/96 FEE CATEGORY FEE DESCRIPTION FEE AMOUNT MAJOR' ENCROACHMENT PERMIT Application Foe - $1002 3% of tat $1,000,000 In Improvement costs', PPlus 2% of 2nd $1,000,000 In improvement costs', plus I % thereafter, phut $1,000 refundable "as -built" plan deposit MINOR ENCROACHMENT PERMIT $1004 ENCROACHMENT TRANSPORTATION PERMIT (OVERSIZVOVERWEIGHT) $15 PERMITS RENEW EXPIRED PERMIT' $100 + 10% of original fee for each year the permit hna been explrad WORKING WITHOUT A PERMIT TRIPLE the normal fee plus 40 HOUR DELAY (normal not1 imbon period) PLAN REVISIONS $10D/Sheet/Submittal p Application Fee $100 TRAFFIC CONTROL_ PLANS Plan Preparation Foe $50/intersection Traffic Control Devices°: (special events only) Barricadoa $5lb2rlcado+$D,40/day Signs $5/s1gn+$1/day Cones $1/cono+$0.30/day Application Fee $100 BLOCK PARTY PERMITS Non -Refundable Sartcedo Rental Fee - $50 Cleaning/Damage DeMetit - $150 Rofundeblo EQUIPMENT RENTAL. RATE Application Foe - $100 . Rate schedule - per Caltrant rate or some other adopted standard 1. Improvoment costa exceedinglTiar,000, 2. The too Is par applicatlon. Encroachmam Permits are valid for one year from data of laauartoa 3. As determined by vorifiablo bids Moiyod by applicant, including subMtrnclor And materlat costs,. The encroachment permit too includes costa associated with plan chocking of storm drfiln, rough grading, streets, and landscape Improvomants, PMCIW Plana, GIS scan and fnvontory, Inepadlon, find administration. However, to prevent the City from Incumhtnq cast for plan dhadc without A mathod of recovering vests, the applicant will be roqulmd to submit $750 per shoot prior to start of plan chock. Plfln chaddrig tool Pala prior to permit Issuance win be applied as a crodtt whom the pormft fon Is calculated. If no permit IG 10duod, any Unspent balance will be refunded to 90 applicant upon written request from the appaicenL 1110 ono thousand dollars ($1,000) SOCurmy dopOs)t will Ix) roturnal to pormIliooupon submivat of "As-Bu11P drawing& 4. Includes pmpnratlon of appllcaflm, pinn chPdr, Inspectlon of Improvements end updating of GIB Inventory. 5. Before imuonco of an updated Encroachment Permit, oxplrod plans are to reviewed and approved by tho City Engineer. e. The baee rental meta Includes rental fee for first day, T;tP WpsP=0CSAF0RMMF050.wpd t 4 Aug 27 02 02:48p POE'S CONSTRUCTION CO., I 760-360-8632 p.2 �1 po�'s coNsyQocnoN ego., INC. GENERAL ENGINEERING CLASS A 41240 YUCCA LANE BERMUDA DUNES, CA 92201 PH. 346-7339 FAX 360-8632 STATE LICENSE NO.806217 PROPOSAL SUBMITTED TO: PHONE: 760-776-8293 NAME: SIENNA CORPORATION PROJECT: DUNE PALMS WELL SITE ADDRESS: 41865 BOARDWALK STE. 209 LOCATION: DUNE PALMS ROAD CITY & STATE PALM DESERT, CA 92211 OWNER: CVWD ATTENTION:. MIKE ROWE PROJECT PLANS:WELL SITE GRADING PLANS SDP 2001-702 1. INSTALL WATER LINE AND ELECTRICAL LINE AS PER PLAN. 2. INSTALL WALL AND GATES AS PER PLAN. 3. FINE GRADE WELL SITE. TOTAL $40, 500.00 $28, 000.00 $15,000.00 $83,500.00 STIPULATIONS: 1. EXCLUDES: TESTING, STAKING, WATER METER, COST OF WATER, OR PERMITS. 2. DUST CONTROL PROVIDED DURING OUR OPERATION ONLY. 3. PRICES INCLUDE RAISING VALVES TO GRADE, COLD PATCH PAVEMENT IN STREET AND MANAGEMENT OF ALL SUBCONTRACTORS. ACCEPTE OR BUY POE'S CONSTRUCTION CO., INC. BY: SUBMITTED BY: DENNIS POE TITLE: 0. P. APPROVED BY: DATE: el1Z-0 I o Z TITLE: PRESIDENT DATE: 08-26-02 Rug 27 02 02:48p POE'S CONSTRUCTION CO., I 760-360-8632 p.3 I)CUS CCNSTIl)ucxlCN CC., INC. GENERAL ENGINEERING CLASS A 41240 YUCCA LANE BERMUDA DUNES, CA 92201 PH. 346-7339 FAX 360-8632 STATE LICENSE NO. 806217 PROPOSAL SUBMITTED TO: PHONE: 760-776-8293 NAME: SIENNA CORPORATION PROJECT: DUNE PALMS WELL SITE ADDRESS: 41865 BOARDWALK STE. 209 LOCATION: DUNE PALMS ROAD CITY & STATE: PALM DESERT, CA 92211 OWNER: CVWD ATTENTION: MIKE ROWE PROJECT PLANS:WELL SITE GRADING PLANS SDP 2001-702 ADDENDUM #1 ITEM #1 - INSTALL 3 FIRE HYDRANTS @ $4000.00 EA. ITEM #2 - INSTALL 1 12" GATE VALVE @ $1800.00/EA. ACCEPTED FOR BUYER BY: TITLE: DATE: POE'S CONSTRUCTION CO., INC_ $12,000.00 $1,800.00 SUBMITTED BY: DE S POE APPROVED BY: TITLE: PRESIDENT DATE: 08-26-02 SPECIAL CONDITIONS --PERMIT NO. 3729 Sienna Corporation 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. Sienna Corporation, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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. 5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at the intersection is to be altered in any way. 6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Special Conditions - Permit No3729_ Page I of 4 SPECIAL CONDITIONS --PERMIT NO. 3729 Sienna Corporation 8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be maintained at all times. 9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 10. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at an appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory Special Conditions - Permit No3729_ Page 2 of 4 SPECIAL CONDITIONS --PERMIT NO. 3729 Sienna Corporation completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 14. Access and egress to all local properties shall be maintained at all times. 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 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. Special Conditions - Permit No3729_ Page 3 of 4 SPECIAL CONDITIONS --PERMIT NO. 3729 Sienna Corporation C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium asphalt concrete as the base course lift and a City approved''/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: two (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/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping 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. 16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight. limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. 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. Special Conditions - Permit No3729_ Page 4 of 4 l e W-EEKLY INSPECTION REPO PROJ CT ME 01D) C+1.e :I: sr��f- —D 2 5��� DIN PERMI NO. 7 PLAN SET NO. INSPECTOR "A/ GaJr7 Yr Obz)71 YJ lo77 DATE JOURNAL OF NOTABLE ACTIVITY & ACTION /D-3 02 !0-�llJ2 ,I '272 !p. /ae 10 -Fe- o Z I- wet/ sI 7a r� fi 2P710 r NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION) F_ i _l, U4102 Page 1 of 2 CONST ►., rm ACTIVITY SUM& _ . YR MO DATES: thru WORK BY SPECIAL PERMISSION MON TUE WED THU FRI SAT SUN -NITE TEMPORARY TRAFFIC CONTROL < :c• ,;:;<;•?.;-,•,r. •� ?„ w ems•. .;},.a.<• `;�"��:;;�:.;���,'• � ; .< Conforming im lementaton Non -conforming implementation DUST CONTROL r.. }: r {n}}::::::..v:.:.{...,vv:}}:G;•}k i}ii: ::ti?,^:4:j }j} ,:>: :.v:.•.v?�.•�Ck>i:. :.,<•:• , }Y{�•�?>F}x\\•}:•;?\�'�•b�v�•}4 ^:a,,. }> Onsite Measures Conforming implementaton Non -conforming implementation Track -out Cleanup 1,?-:>v:<?:::: }:.�w; r.:.v: n•.+.?• ::r:� .;?sk}:>:: ... •::f:;i.C�.;.} :>: a:y.r:, .} .,;`v:v:.;}i}:•}iv ::,�::<`'>»:z>:::`s .i:ir...�; ::�:oY::y;:?•:? }; .:,r.A.�{:•:ti0 h'h i^ '2G. :)4��C•S\�•ti}}}.: ' i. ;o• i�:t�iEZv .v •�y a� :4v v Conforming. im lementaton Non -conforming implementation GRADING :<: 3.: <::xt's: ?....:.... ? } < ?;;•.}:.}•.ot}:•:::;:..}3:.,•....:.:t3}:•: k i a?: k:;z:<44;v:: :> :2 f.;: >;::: <kie::z<;<>::: �s .'n�• �t••`a+:x,,:vhvvr..a`;Lr��.C:�: :ayx:>'•:; •:�,. �::.' . %.y�E Clearing & Grubbing Earth Moving: Cut & Fill Fine Griding Compaction Testing/Reports STREET IMPROVEMENTS >:'<'.i..� +v 4: kv<\?1'.v�{.'mr •:: � •::: ?.: ...:.......:< ,.....:,,,..�,:.; ..}c::•>••:::>?zzz:ri?N.�•;;•<••••••••• :n^ \\;: .}i. }.i+-, v.. •- ^C :• by v ,�.: ti..'r:.v - �iti: \, ��� >,v 'M....: ?:. 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MAINS SERVICES Compaction Testing/Reports Material Certifications SEWERIMPROV S ' .............................:::............................................................... ::........<..............,rr4.<. �i}\�:ti:ir:;:,vitiiv,::�<T,v,:?�r..:..?<iiy::.,.vtiiiri:,,ii:.j:;'v'.;L.i{}`,i}{i:}iii:'iryr ::ii:??,.::: }:Lf, :?n:;;+:}::}}:: * :: v:x�:;i: k:iiS$}�.?.} }::in:::;::?. v}:{i'4':::5'+n:{ 4: }{:::i:iiii i\vv<.rv<;>.: :Hpv��i>;Yl• ,Y ;<S:{<<•'jq�/�. } ;v%.v 4'•< A... }.' . h xt:*tc�4?;. •,} { MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certifications STORM DRAINS }:.v>:::, }kS •:o:,.?..:..:...:.}C..:.a•::...:}:-:Yir:k•::..v..:,.'x,:•>:}::.?;..:;::.}.,:};..;•;:n:.:,):: }3}•w {w <•;:,:;:.:o :•v:•;:.,<•.;::f:.Y.;. ? .,,• .• �:::::s.,?,.... 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Testing/Reports Material Certifications ;ti:r .: •• t.:::.,... iv:......-.:r}.v0....:x:rk•}:::::.}}5.:.+.k..v.::.�..+,.;..}:n,•\•.:}v{:::: w...::..:....} ....:::...:: •: •::: •.,.},,.wz:.}.}:.: ny?;::: }:.::vtiti\M:}n, 'i:i:4 i�i}v\•:CJiCn:j<ji{nti: z:< .,,,.,.,.}:,}..�.::••: iki>.\,`:}v}}::rig\ti•:\\„+.\+\: EPE7RIMETER 9-VOW uwu.z Page 2 of 2 WEEKLY INSPECTION REFft PROJECT NAME T U nc s 3 0y Gyp tdJ // PERMIT NO. 3229 PLAN SET NO. DIN INSPECTOR S ,� ycr < 6 z71) 6- DATE JOURNAL OF NOTABLE ACTIVITY & ACTION I 777a /< e c 7 f 70 77 ,( 7,1i 7 -f U -9 c i w I •� .1. ' c i 2 '� w a7e 777 .. 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Earth Moving: Cut & Fill Fine Griding Compaction Testing/Reports STREET IMPROVEMENTS"<h r:,•,•}••}:} My..\::::C�}}Y`.{O:�l,,�:'.h •:M,•: v �nCU.:{.hYn'}isti,'`+:A:{5},:<?�,ti•,.;::v''•x,f�.�,•:G•:>'4,,•vv,:tijv..#,�i„�n ::,.>:<>s:: , •. x ;:; .:..... : WC:. ...{ < t ... \X: .. \ •} 4%? v {toy .. .•.vi'wv.•n{hv}n'iv'?{x`L:iY� ::.}. x ................ wv�n, n`:000v. C&G SUBGRADE AGGREGATE BASE AC - BASE LIFT AC -CAP STRIPING & SIGNS TRAFFIC SIGNAL Compaction Testing/Reports Material Certifications AC Design Mbc WATER IMPROVEMENTS %{;w>�„c<z:µ�'pp< ', .K.,. 'A: cr�• s}ni;;t?;f .::!Sn'{tiC'fi-.}vi aV:>g' v`:V. h.v..S } <y<.vx:•:� �f{'�.,♦,.}h;}'?iX;>i�,y ,ivn{ v t . r.. } MAINS '( SERVICES Compaction Testing/Reports Material Certifications S IMPROVEMENTSqq�� :ti{{.n .,<;}:Y �;•{o-:pl'f.•g{+'•.'K}+CSR�* i :w ;.:>• ..:.}s�•.::;,.:,...: nv.Y :r�C w.;n.:`i: <' ? nY;•:: n•.).k`.• i �`.Si.': ::.:• ;:::�• f>�•. •. {$; ACC:•}l' . 'v` ' .. •...FM y.................;...... {Y�%ryi�^YA}:..v..... MAINS LATERALS STRUCTURES Compaction Testing/Reports Material Certification& STORM DRAINS ;a:,?fA':.;iS.+:.{;G..'cR}�i.::t?'.�.c•;,.,;{s'.�'rJ..:'�°+l.':::v;{:;;•`.:;;}.•v$iti�<.`.,:�.',•'•'.6,f��`{�"{�,�`�,r<'�•;9:� :. ::.: •::.... :n.....• .4.ti�w�ti`xc. a,yY ,R p4tfi�' MAINS STRUCTURES SANDFILTERS Compaction Testing/Reports Material Certifications DRY UTILTIES + •.:.„;;;...:.}4tihv}:?:: ;;}.. } : »n. :.,::•;;•:. {::::.:. CONDUITS STRUCTURES Compaction Testing/Reports Material Certifications LANDSCAPING ;;.••.,. ,•::; k:r:{:`.r<`:;. xx.. \MNN <'o}:::•,,•};<.;,}:;;{;..?{?..,.,y, ...�i{}'SnX• �{{ �r,,�� ":•. }+�., , : ' �CEC}. hY•:{�L:$?. ....................... .. . MEDIAN PERIMETER r�ww vwut Page 2 of 2 w z�� a NO SCALE WESTWARD HO DR. I 1 I I i 1 I I 4- I�f 1 1 I 1 I I I 1 1 I t 1 I 1 I ROAD coxerRu AHEAD ANEItO ' 500 ft KEEP RIGHT 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (C MANUELOF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES . 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDI I IONAL I RAFFIG L,ONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DEUNEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLAN. 4. CONTRACTOR SHALL MAINTAIN AMINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHAD. BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, RETURNED TO NORMAL.. 7. THE WORK HOURS FOR THIS JOB ARE 11:00 PM TO APPDX 10:00 AM TUES 8113 NIGHT. Install Water Line v & M Const. -201911 ROAD OIR LUE �T CLOSED MEAD • Ft 500 ft DUNE PALMS RD 55 Tops N Barricades, Inc. BY ( 00)852-TOPS Ron Fifield CALTRANS T-12 DO PemilNumbet 1 9/4/02 To Be Issued on Approval • -- - � - - � i" �. 1 � � r + � 1 � � _ .i � ife " �.� __ .. _. �.. i _ .. ._ _ ' r I ,.. � i � ` � , i � ' it w y i � T � I 1 ' � r �' � � � �,' i 1 •� � � � ? - • � i 'ri `' � ' r" .• � �- '�r r � � . '� . s _ ' I � _ �� F i I � ` 1 � _ . � ; i � i ` - is '+ � � � ' - i � z `t i � � � �~ � r� � j• �� � , �� t � .. i � �; j s ` � � � T, j r � � ` r =/ � � , � � ■,- ` i .� � � � � � � � �f l '� i ' � t 1 \ ' � T l } 1 f ' l� 1 ' � ' — .o . _ �J �'--•...-`•!J-:�'-�•..�--yvi-,r�P;rs-�'--;.,:a.:7-...:�...,�.,..,f.�-3✓.4--...r-�+w4.'S�-�X-•�--:5k+.�i.1-'"�a+,:,S.�i�--- ,M ;._ �.. i Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 Date Job No. 5ZZ Cil 25 FIELD MEMO Project Name Ra"I' "64:�la _ Client: Site Address 14 Job P, one ' ti Work Done I" Test Summary / Footings Inspected, 7 Test No. Location j �' Elev. Dry Density Moist % % Relative Compaction Ref. Max pcf Moist % Comments z I JiField Tech. uper. or Agent 24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. � � />s� SSA.---•- •-'�'.rA , TCAt HAa'iTU*I i? "_...":.' ATE JERKY HER � - f-� • • �' f BUII N LA Qi11NTTATY DIRECT . COM DEVELOPEMENT D Ri OF LA QUINTA SIDES OF RETENTION BASIN TO ..�.+f BE 3:1 SLOPES WITJ PLANTINGS GENERAL NOTES FOR EROSION PROTECTION 1 t tdO 63.00 F.L., e I. !„'iY GRADING PERFORMED TO ESTABLISH OR RI:-£StABU='!� 1}!E OUiIING ,o:4D '`tATtGY <1?AIL PEfiI:aRIUEp IN ACCORD, --.r G/.SO Tito /Aui. �94� i 2il4 N89'3821 E 125.00 -_ \,�WTii THE APPRO'00 ROUGH GRAMG PLAN AND A SErAMM POWIT ISSUED r;Y T�L I,ll QUINTA PUBLIC WORKS DEPARTt�EN' _ •�••�� •� •••• ••• �••�••••� �• •� ••• •�••�•• ••• �• `� A- 2. THE CONTRACTOR IS AUTMORI2ED TO PROCEED WITH FINE OReAOM ACTIVITY RELATED TO ID"AMONS SHOWN ON TWS PLAN W 63 Tom_ / • d 0 "'-"�`! - o qi� ANY SPECIFIC LOT S;1I THE PLAN, GNLy I> ; A VALID Biil�iNG PgFWT HAS PT&I ISSUED BY THE LA QUINTA BUILDING dt f(� Df�ARTMENT.FOR CONSTRUCTION OF 7HE PRIMARY SMCTURE ON 714AT PARTICULAR LOT. --- 4. N �I 4 61 D/1It r o 3. t i THIS SEPARATE PERMIT SHALL BE OBTAINED FRow THE LA QWNTA BUILMNO & SAFETY DEPARi� ENT FOR ANY BLOCK WALLS SI SIN w p ga �GOy><, �/ 84. F.G. 1EMER6>RNC .7t 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACWTY SUCH AS DRIVEWAY APPROACHI I-- N 58 •d cWit+litll iW� " O1i*R IWWOVEMENTS iN THE STREET RIGHT-OF-WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY LA QUtt�ITA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FCR O8 tAI."�. NG At L �rOU!RED PERMI' S. 'S7 6 Or ANa ITS SU6CO`rTRACTORS, ARE acS>sf iSiFl = FOR ENSURING THE DRAINAGE CONCEPT SHOWN Cl O 10 (64) , >ae 6. THE CONTRACTOR. fi - - Z Z , IS NOT COlMPROMW BY LANOSCAPING FEATURE ; '.?i-c O1TIE? AI't'l RTTEN . S Oil THIS PI ANCES NOT .�li#}1Md ON TTiIS PLAN. 4' VOLUlJE = 13,B70 C.F. » 7. AFTER GEARING PLANT GROWTH AND OTHER Da TERIOUS MA3'ER1AL FROM THE BUILDING PAD, THE GROUpg) U FACE WfTtiIN 63.50 T.C. 5 Lae 1 =20BUILDING ENVELOPE SHALL 6E SCkWF_D TO A w1mMUM OF' 6 AUUJ THEN COMPACTED TO NINETY PERCENT (9QSC) REI.AMTH ► Cj 7 ` + 63.p0 F.L. i PER /►.S.TM. SPECIFICATIONS. Cd*i'FtJR9 a. yilllR�ils ;;;� 8EP1G. NARKS t•iL'+viil TIVE 8 > 5+AVuY IJG, PLANS, 0 FCi1Ni) Il 57 IN !s. '� CC'1TRACTOR SH,'." - T -� N A+ ri�RIATELY REG!STE.-cO C ML ENGAEER OR i '•i � 58 � � a LAND CONSTRUCTION. VE 0 �4YAL AND I��iT 5•`IALL. I3E PERFflRIa>�0 I3Y "e; �• r, I) 59 r 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF D!RT UUO AND DI�RIS DEPOSITS RESULMN - FRCM ANY AC 60 fS1 RELATED To CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORIA-J TO THE SATIS ✓ OF 7NE BUX.MNG OFFICIAL OR CITY ENGINEUL 82 - 'D k im THE CONTRACTOR SHALL PROVIDE WND ERG:2ON AND EWST CONTROL. MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTR PLAN APPROVED FOR THIS PROJECT. 01 11. CONSTT2MCTTON OPERATIONS AND 11AU47 NANCE OF EGUIPLMNT WITHIN ONE HALF MILE OF HUWM OCCUPANCY %HALL EXIS�*1N0 TEL POLE BE PER1 ONLY DURING ME PER140S AS FOLLOwS THE TIME �. �. 44 -- ' ^ OCTOBER 1ST TO APRIL 3OT4: !:C,iDA"-M.!!)AY 7:00 A.M. TO 5:30 P.M. o' SA i � Ht?AY & OO A.M. TO 5: t!0 P.M.4400• .Wi MAY 1ST TO SEPTENBER 3OTT4: MONDAY-F'ROAY E:00 A.M. TO 7.00 P.%, • SAT1JRf)AY & 0!3 A•iJ. TO 5.0 P.M. 45 L4 3 'NI, _ J I TO �, \ % R 8WORK IS PROHIBITED ON SUNOAYS AND FEDERAL HOLIDAYS KINGDOM HALL ✓ � 3 NOT SCALE i I z 46 PHASE 2 1 FINISH FLOOR ELEV. 65.00 ` 32.00' 47Lai 0 1 a -- --- - 'R•^ o - PROPOSED TRANS. PAD 'J 3 � v, 50 64.50 T. �4:- !Qk- • o �' 64.00 F.�\ 'f 0'D �f S W 'L�' 1 (�"� STA..3 CYWD DWG.C20500 '. z____-._ LuAs� 1.00w (2) 12 G.V. -+� 1 12"TEE O Ex GROUND - ` FF FINISH FLOOR ELEVATION EMSTING CONTOUR ----- -- 4 PAeop sEo >K o - - 8 .� p B a FG FINISH GROUND PROPOSED CONTOUR ---�•----100-"-�--- -- t1co)-- __ AO N a "� 8 FS FINISH SURFACE EXIST] ELEVATION ...... (100.50) ." G8 GRADE BREAK FINISHED ELEVATION ' 11.30 DRAINAGE SWA GF GARAGE FLOOR ,✓ �, < ,,•.r . t ,LE -�-- �--. • ` Mlm doom am& am.. .+ HIP HIC-4 POINT PROPERTY LINE,...,..-..�.., „w.......,�.,,,,..1� PAD I1v,SH PAD ELEVATION CENTERLINE •----- ---•.••--�.--.>.,.-_ �f9l� S89.38' w 123.00' ......�....� �........... SEC"O A -A • • PA PLANTER AREA RIGHT-OF-WAY (R/W)--�--• �•...... ......... �T� O -0 PROPOSED 71.50 T.W. DtSTRtCi fGRCES TL3 ; IINSTil[L: • �`j� 'w F.C:� O� 8 (A PUE PUBLIC UTILITY EASEMENT EXIST, 8"SE'a LINE ____-__,.� /p• • ` .d, ' �• vim•. VI -.•----- --------- 0_ (I) f$ w 1? TEE _ R $ i� _ ( TC TOP OF CURB EXIST. $"WATER LINE -tNB�__ 3 (2,1 18G i! �; Zs7. - BLOCK `,�ALi = � EXIST. BLi3 � •--- ._... ERTRETt+iNtRG irJa�i_ TG 70P OF GRATE �' I SCR+I fA. A.. rr _- (I) 12 G. u. CONSTRUCT 4" CONDUIT PIPE ELEC 8 % �G � 0 'I'? d1 i a .. TO CC.-. VPdrCT :TO 12" G. V. CONSTRUCT 2' CONDUIT PIPE TEL _. Iwo,CR PtR£CT OIST7•zICT IMSPiC770N 1 CONSTRUCT 12" D.I.P.WATER LINE 5 ���y" _ N TOP OF W n << ! 6, v fie - - TF TOP OF FOO*flAG ,:a r.-. ;. -, TO MAt�N"'�'Ai.IN 1f51STAZLATIGW •• .tiLO c . •.';-I • oF,t .� `�A F'.N,4L P.4 �1WG � L, T+JS TGr' OF CCra�; _ „_ � Ic' � ��++-- 803 'BOTTOM OF SLOPE /4 QAR COME DNS WATER SURFACE &_4:�1 /7"dM.� .�AQ�' TO /3A� Ca.i�strcTi64 # =i� DESCRiP11ON: cn AASSE 3 a PARCEL NO; ` •+, 7 POR. NW 1_ 4, NW 1 4 : ✓ + L CONS B (O z 29!•� % y S . ?f M I+I } { t3 1 �(j31�}3 r ,. �ii G.7, TES, RE, :rrZ,�SL'i�3.Fa. ' �i •1�. ADZL„_,..,,,�> �. T AREA: STEEL FRANC WITH I/8• 3' 16' 1 16' 14 &R$ 9 •' 0%00.47 AC + RETENTION D�A�+rr 0.13 r'uC, DUNE PALMS ROAD & ; LA ')UINTA, CAI-%;RNIA TUBIKG AND STEEL. DAL:iC:1�i(a facc4c. � � E D �� PAR' r ! TR U C TI 0( NOTES AND QUANTITIES GATE T11 HATCH 1,ALL NEIGW 14 i COACHFI.L.•A VALLEY „1e , -:.R rse�+Cr (2) g' C. , �S, 16'- i', i rE TOTAL, 1✓arR GATE DETAILS 1 :.zT +. , -^� III - s C ^--_.TRIU T -•'d,1GE PEDt�,TRAIN GATE, (SII:GLE GATE 140T TO EXCEED I '0BAR 3,U _�`-5) PER C TE DETA.. _S Sf i+Ot+iN HEREON. 1 SET Z • ,ieSg CONSTRUCT o" Nh:,H BL04X : WALL (EXTERIOR ONLY) PER DETAIL SHOWN HEREON-- 581-LF. S -• -, . ,- � �`��_E PAD ! .. .:.�....r ► . j CONSTRUCT d` P.C.C. DRt`4 IAItAY APPROACH 1 CONSTRUCT INLET FOR 8LZ7 atM9FF WATER AT WFIL.SITE _ 1 EA K OPEN HEAD e•ON C.V.W.O. STD. DWG. {k�--41 M CY1�s��tpd • � cadsTlfUC3 16" R.C.P., IM`�RT ELEV. SHOWN ON PLANS 34 LF. Ex 0OUND � � � � � CONSTRUCT 6' CURS do GTTER PER RIV. CO. STD. NO. 200 80 LF.. c INSTALL 61X61 SCN.40 MTALL 149N C SQUARE STEEL TUBE � � � INSTAL f A Z � � 'X6• 40 � 1 C3�Ffo 7rst$��if �$��j1bc��jc�ted CONSTRUCT 4' CONDUIT P•.r=E FOR EIZCTRICAL SERVICES FROM NEAREST U�STEEL I.I.D. BOX/VAULT TO THE • L SITE 1 � CONSTRUCT 30• DEEP ( � t � � CDNCRETE FTIQTIN6 CTYP) 2•pj ITN EXTERIOR SIDE �g WIDEN WALL FOOTING TO �� VfRTH ADDITIONAL VERTICAL AND HORIZONTAL i I ,>r4 3 4 8AR �et1,yL981xgQostQstac�f.tp a << REINFORCING BARS ON FIRS 3' OF WALL. SOLID GROUT ALL CELLS, 3 EA a000 P� ► STEEL FRAME VRH 1/2• CONE L J � ..:.{ TUB1lrG AND sTEEI. HACKING: L _..I -: 2 % CONT. . SEE ADDITIONAL BARS LISP- HEREON GATE TO MATCH WALL. HEIGHT SECTION A -A S£CT1tNV 0-45 4 Cawrf#tG�ake�sM*txsprtp�raae CONSTRUCT g' x 10' LOOS ROCK RIP -RAP PER DETAIL SHOWN HEREON 60 S.F. to' DIA --4 , 0 PROVIDE TELiPHONE SER%il=E To SITE 1 EA T1fP. IdGLLL3 �atls T.�4 l/rf/1l p /7" f �li�t rbo>ascd. #ia4ai> iowt ki',a ? , >s+r� CONSTRUCT 3' ASPHALT C,;.piyCRETE PAVING OVER S's CL 0 AGGREGATE BASE - 11.960 S.F. , - . 1 NIT �TO C1 NOT USED 125 LF. �#ESs�gt, GENERAL NOTES & SPECIFICATIONS �`� � w .� Pan TY Of LA QUINTA CONSTRUCT lY x 12" T'EE 1 EA _ 1. F0077NG SHALL OW OM FM4 AiAXVM Uh&SWR8ED SM OR CER7*7W �� uls svvndg#eraooriu�e. � � �FILL. CONSTRUCT 12' D.I.P. WANT{ MAIN WLF. COMPACTED FILL. 2. DESIGN LS EASED GW NON-EXPAi�SILE SZOX ilt N ND If rds tax lei iasci�ai�, , CONSTRUCT 12' O.I.P. STL'� INTO WELL SITE Wf 24" STEEL SLEEVE UNDER N0. 14614 11 J. GRADE iS TO BE LEVEL ON 90TH SIDES OF WALL FOR A M DZTAW-E BLOCKwALI, 2-12" GATE ��ALVES Wf BLIND FLANGES L._ pig s-3t-� 13, CONSTRUCT IS- B.V, (D.1_P. _ EQUAL 70 THE WALL HEIGHT. T"C 4. CONCRETE TO HAVE A WMMfAW 28 DAY COMPR£ E SfF.£NoM OF 200A0 P.� ) 2 EA MIRAF 1 140S FABRIC OR EQUAL - CONSTRUCT 12" G.V. (D.LF-_) 3- 4 ¢E/# 4OMP-4477&eAr CML �- 5. ALL L ASONRY UNfrS TO BE LiTrEL AND PUJUB WITH COM,6KNV BOUND AND :• 'C CONSTRUCT 18' x 1COIVC,4W OR RUSH J&NM ' - • ' :I 2` TEE R 1 EA 10 - R RIP -RAP C Cpil i+GASt1WY UNITS 70 8£ �•• N07 S. CONCREX TO SCALE Eat1`aiiated OUmW" G 'H txwTs PER ASTAI SF>:G C-8Gl } ?� it ^rl 7�tla✓> �p'* Air -�. N 1, T 7. A/ORTAR TD 8E TYPE 'xM QR "S" WITH) PAI7T AQf?TLIND CFitfNT, 114 PART F -t-, -.. --ti FILL - 253 C.Y. _TYPE -A" RIP -RAP LIME MID 3 PARTS SAND. GROUT MIX IS 70 BeBE I PART PORTLMa Cad&T ` 3 o c -� rA lir done CUT - 568 C.Y. �10 PART UAiE ANO 3 PARTS AGGREGATE 3 8" MAX). GROUT AND MQ F B P by fin hacker Assoc a s LIMITS OF STONE SiJGHTER APPRo�lr� 3y RtYFR51 fF�Bi2UARY Oi 2001 - WEIGHTS IN LEM BY WEIGHT - HAVE A AIWt/11Urtl 28 DAY COAIPRESS/i�L TH OF 2040 P.S.i. & REWMfiCJNG BARS 70 BE DEMO@ GRADE 40 BARS PER :ON- TRUCTION contractoraccordanceO-4 • • • . • . 1 COAt7Wl10i� BARS TO BE LAP SIPL/CFL7 24 INC,J,I£S Ar ASTA/ M6f3:. 8 : ft>� s aEX`wn that is rwillt efrith generally accepted ��� QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. " zso coon practices, constru�tiGo� contractor utrtll be required to assume sole A GOUT ALL CELLS [:ONTA/AgNG RDNFORCiNG STEEL AT iItASONARY I:ARDFIV WALL S� • E R I�� k • a " r .. CONTRACTOR IS RESPONSIBLE FOR HS/HER OWN AWIMUM GROUT LIFTS AT MA.,titt W GARDEN WALLS IS 8 _0' MM)11�1ilJit aid c plate responsibility for jots site candiUons during the course of construction (THICKNESS 12') QUANTITIES project. laeluding safety of awl persons and property. that tbis requirement GROflT L4V15 AT RFTAUiY/MG WALLS IS 4'-0'. s�a21 be made to apply continuouty and not be limited to normal working hours. la Pfh7illttf 3/8 lI+Ki!! WlI1E EXPANSION Ji0lNT.0 AT 73 FEET ON 3:ad constructioa contractor turtls,es=r agYrees to defend, indemnity and hold design FULL H/EGMT OF WALL. CE7VTiR �' f.) APPRavEp ' ;zo emwz=w=iwwzsIonal harmlass from any ana`:: atll liability. real or alleged, in connection with e rformance of work on this psrojecf. excepting liability arising from the sole 4. EARTH SYSTEMS _ ante of design professional PRE IM NARYY/GEOTfE�CHNICAAL ('SOILS•) REPORT PREPARED 8Y BENCHMARK: PREPARED 8Y: D t ' - I D T' DATE SlTHQRi [? CHAN ,R� �. >a IRFS- 1 + J,-I;i'►i ' D I 'L,-+ ,G�>.......... • l.,.Et t t 9ENCHMARK NO.: PD-111.7o RlVco. � r-� J. . ,�, r Dig U wad plans � Dot bs LOCATION: 1 MILE W ON AVE 48, A CHISELED SQ. John H a CRW\Associates ".- ` -'�` "�'^ rasponsible tnr, or 1 bls isr, wratthox#xesd -C. JOHN H. HACKER to or UM of tlma. ,� cb�artAe: WELL SITE PLAN CjIAL TOLL EE ON THE NE WING WALL OF CANAL C o a• u t t i a C i ,� i s e r s• Surveyors. DATE. .r R.C.E.RNO 14814 3-31-OS to the plans must be iu send mom#. be o appmr*d bar Uao prepar+er tbass plans. BRIDGE. IN SECTION 27, T5S-R7E. y�?�:- ,�� ����------- pp {�, �^+� p�� APPRA DATE: 2 Z F^ i t1,�.'b✓�1,�,►liI<�G PLAN OF .- FB D-31 PAGE§ -30 AND 41. 88487 8. Suite 44 IP .. Ca a Ci -.'''. _ 234 ��.. AT LEAST TWO MAYS u�%x ,0'•�is DRAW Telephone 8- , BEFORE YOU TDiQ P .�, pa= ,AYH i .:2p' MR 4 W 114 OF NE y4 DL81G. NAME (760) 321-5201 jha� ckey M�L (760) 321-5701 /R ~ d /NT Awi GT1r+ rE'AA/aG/NE DATE BY DESCRIPTION APP"D DATE JOB i4UM d fsg? W= '�i8► mow FILE NO, 1�`iC XERT OF BVJrrEM C + iNA ELEt/.= 28. 703 0 R.C.E. NO. P03;Ef= . EXP. DATE: _ 09f3d�03 R E v i S 1 o N S CHECKED TE FOR: C.V.W.D. " 10 r27/2izar DP OOP/ -- 70