Loading...
4476NOTE With:A.onititutes alidatiorf this fr . an encroachment permit CITY OF LA QUII " APPLICATION FOR P I PUBLIC WORKS CONSTRUCTION I - '4 __D U CAFE1 C�gI FlNAMO.0 INTA For the construction of public or private curbs, driveways, pavements, sidewalks, parking o ewers, water mains and other.like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS Subdivision Improvement Permit — Class I I I DATE: Ausaust 26, 2005 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTIO�N� Getlle ( (Street address or Description of Location) J PURPOSE OF CONSTRUCTION Inatall IID conduit trenching Sketch (attach construction plans if appropriate) DESCRIPTION OF CONSTRUCTION Sow CVT trench; install slurry; repair pavement DIMENSION OF INSTALLATION OR REMOVAL 14' X 100' SIZE OF EXCAVATION, IF NEEDED 7 7 7- 7,,,)-1 -7 APPROXIMATE TIME WHEN WORK WILL BEGIN Sege S. --" 2005 C (' %� ?��� APPROXIMATE TIME OF COMPLETION Sept 9, 2605 ESTIMATED CONSTRUCTION COST $ 20.000.00 (Including removal of all obstruction, materials, and debris, backfilling, com- e -. paction and placing -permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: A��, 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. i Comply with all applicable City Ordinances, the terms and conditions of the permit and a(Igapplicableyrules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result oof/ Fiis work,/ Signature of Appl`icanfiq Agent Coronel Enterprises; Zeek Coronel. 51-105 Avenida Villa I�Q �564-4604 Name of Applicant (please print) Business Address Telephone No. Hendrickson Construction 68-379 Kicley Rd. Cat City.328-1747 Name of Contractor and Job Foreman Busi-"Telephone No. i 654167 __AAA 182 Contractor's License No. City Business License No. NIC Insurance Company GS314071 Applicant's Insurance Company Policy Number I 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 $ 600.00 Permit Fee 100.00 Penalty Cash Deposit -Surety Bond if required TOTAL: $ 700.00 Receipt No. Received by Date 4 4- 4476 PERMIT VALIDATION .: PERMIT -NO. 4476 DATE APPROVED a EXPIRATION DATE " - ^ 0 �' DATE .ISSUED 9 Pik r''- 2 ,tl �* By. Administrative Authority Recorded by r Telephone: (760) 777-7075 s-,. • Date: Location of Construction: -P.UB MeWO. RK" EP.A APPLICATION FOR. I a a Purpose of Cofistructlow. ..Pu, D= C6nstruktion: AAI,�411 7— Desmption. of- alp Ok 10 Puincusion of Installation or R.6tnoval: Approximate Construction Start Date: 5<,c rer...-6,el 10 AporoximataC6nstructionComp letion Date• c Iley her--% 2-00 5 Estimatod.Construction Cost $ &4, zi ow. FAfiwaWC*a*%fi= Cog imcirda tw nawvd Oran 6bgr4dwcz. wdaiats. and ate. b*ck-fiRW& PtK*w Pamwebw =K&Ciag ad oc reptaciag iagwyantau.• 'e 24-2005 IC WORKS I contact Name: ZZ ck- _Go_ r n ed Number. 0 �j Name of AppIi6wt:—C-;7r&n,/ _Yhone 0 ApplicadAddress: 1.�j—ZO-< Applicant Telephone Number: L � Name of C,6ntraaor. #enelr/d Contractor Mdress, 4";CZe Al Contractor Telephone Number. Coutractor State License Number-._ t/jg Z Contractor City Business License Number. A, COPY BENT UNSUR-MkM CERTIFICATE MUST BE PROVIDED -4 Applicant qjC2ntractbr-General Liability insurance Company: .'A)- 2 r—' Applicant or Contractor General Liability JnAranc6 Policy Number. Office Use Only: AwipapamitNumbw. Appmral Data ExpinLion Admk4U%dvc Au&odtr. Yoe S Hendrickson Construction, Inc. General Engineering Contractor License #654167A 68-379 Kieley Rd • Cathedral City, CA 92234 Phone (760) 328-1747 • Fax (760) 328-7417 Date: July 5, 2005 To: Coronel Enterprises 51-105 Avenida Villa La Quinta, CA Attn: Zeek Coronel VIA FAX: 760 564-4202 Re: Proposal for 77-935 Calle Tampico La Quinta, CA PROPOSAL We agree to furnish labor, material and equipment to perform the following in a workmanship like manner: Job bid per Water Improvement Plan by Feiro Engineering Dated January 5, 2005 and 11D Plan last revised F,:�)ruary 20, 2005 . _. ...:...... __— _._�._.. ELEC. IMPROVEMENTS ITEM EST. UNIT- TOTAL NO. - DESCRIPTION QUAN. PRICE AMOUNT 5" DB 100 Conduit 600 If $12.10 /If $7,260.00 5' x Tx 8' Med Bull Box 1 ea $6,256.00 /ea $6,256.00 Concrete Encasement 1 ea $6,517.0.0 /ea $6,517.00 $0.00 TOTAL ELEC. $20,033.00 This proposal is conditioned upon the following: 1. All permits and inspection fees by others. 2.. Field grade and alignment stakes by others, if required. 3. All bonding costs by others. 4. Each named as additional insured costs of $150.00 by others. 5. Construction to be continuous once commenced. 6. Owner to provide construction water to project site. 7. Decorative rock, shrubs, grass, flowers, etc. will be removed and replaced with due care, but not guaranteed. 8. Dust control provided for our work and work areas only during our normal hours of operation. 9. Prices are by unit. Final payment will be based on actual field measure to the nearest unit measure. 10. Only those items specifically included in this proposal are included in price. 11. Material prices good for 30 days 12. Any 11D Fees by others. 13. Encroachment permit fees by others. 14. Price maybe subject to change due to conditions that may be imposed by the encroachment permit. Submitte b Project Manager/.Estimator Accepted bv• For .,. 1-a-•r...�. �.....r �_. ter:•-.. .. .�'. _ • .�,yk.�x:;;:. ,.�-.'+'S, .;x, ,��,,, z'_ -:iit�^i ��y-' y ..j ; �.� .3: r''�- .f - �a-. ;,.-:;:::+'" 1 .ra;,,, S �� fi � 'Si. .y ,,} C�S+r "4 - ",` .`,,`� ` it "6.i- `1*� T�.'� 1 y r �L. ���'� �, v i.� ,� �y ��•:� �4i-� 6� CT ,, ��. .�' r :, a�. •� ,.yG's-fir Y d�.�s� ^r �; .>.�•.':� _'• €� � y } � ;�''- {• ' ��I�AI!�..�?�,!�'%I6i '��Y'('\���v..:�.d:���a;i"�'s2 a`.r.�: a'�F�+�...w �-- .....%��i�..in D:�`j ��y:I :'1,��//�. �i.k.�._;..,5�; i.'`«.-.w' :a. :... �_...�. ... i..Y�'•.`?._.... _.�v,?a�t.......-k-�.: .. _ - • �S LUDWIG ENGINEERING Raw V vuf iflaflolmfflu 109 East Third Street San Bernardino, CA 92410-4801 Date: 08-25-05 Job No. TD-0240 Phone (909) 884-8217 a Fax (909) 889-0153 Email: Ludwig@LudwigEng.com Attention: Jesse Jimenez, Counter Technician for Paul Goble, Senior Engineer Re: Tract No. 31681-2, Swimming & Tennis Club, Andalusia TO: City of La Quinta at Coral Mountain Public Works Department 78-495 Calle, Tampico La Quinta, CA 92253 (714) 777-7073 We are sending you ■ Attached ❑ Under separate cover via OVERMGHTthe following items: ❑ Shop drawings ❑ Prints ■ Plans ❑ Samples ❑ Specification F, ❑ Copy of letter ❑ Change order ■ OTHER Redlines & comments i COPIES DATE NO. DESCRIPTION 1 08-25-05 Revised Precise Grading Plans, Storm Drain Plans, Utility Plans, for Tract 31681.-2 for the 9 :Plan. Check, t By Paul Goble, Senior Engineer. 1 08-25-05 Revised Precise Grading Plans, Storm Drain Plans, Utility Plans, for Tract 31681-2 for 2° plan check by City of La Quinta Building Dept. THESE ARE TRANSMITTED as checked below: ■ For Approval;, ❑ Approved as submitted ❑ For your use • ' ❑ Approved as noted ■ As requested ❑ Returned for corrections ■ For review and comment ❑ Other: ❑ FORBIDS DUE Remarks: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected Prints ❑ PRINTS RETURNED AFTER LOAN TO US' :Dear Jesse Jimenez: Attached are two sets of revised plans along with redlines and comments from the 8`" plan check for the Swimming and Tennis Facility, Andalusia @ Coral Mountain, Tract No. 31681-2, for plan check review by Paul Goble, Senior Engineer of Public Works an:d Iiy the Building Dept. Also attached are the previous redlines and"comir ent. Thank you for your assistance with this plan check. Respectfully submitted, COPY TO: SIGNED Scott Je ki -�j'-y1 'Vl� ..� Hendrickson Construction, Inc. 68-379 Kieley Road Cathedral City, California 92234 Phone (760) 328-1747 Fax (760) 328-7417 Ca. St. Contractor's Lic. #654167 September 1, 2005 City of La Quinta 78495 Cal le Tampico La Quinta, CA Att Tony RE Traffic Control Plan IID Electrical Crossing Calle Tampico Sirs, Attached is a revised traffic control plan for this projeci.-11,signage and delineation is per WATCH, Work Area Traffic Control Handbook nintledition. s . I have broken the plan into pl- days. One day each for phase; the end of each work day. No Hopefully this will address you con 2 and 3 I estimate the lime to two days for 2:and two, days to ight lane closures are planed. 41 tern about maintaining traffic'c If you have any questions please give me a call Sincerely, Timothy W. Lewis Estimator/Project Mgr. 8-1747 ete the crossing to be 6 working ip;.All traffic will be restored at Avenida Villa C:\Forms\Letterhead.doc Plan Check Street Traffic Control Ttems nkav No Descrintion Taper Lengths Sign Spacing 'Existing Signage Existing Arrows Work Zone Existing Light poles or Telephone Results show that the following must be performed: 1. Traffic control devices may need to extend beyond Bermudas intersection'. 2. The actual speed limit must be verified and the spacing of the devices spaced accordingly. 3: When working in the middle C-18 and C-20 signs need to be placed in the middle. 4. When working on the far south side of Calle Tampico, the entire east bound slow lane must be delineated off. In other words, option 2 is not an option. a'v`'�r� c-ft 'r�� ` Cade.rh,o�co r v u ool r c N . ScA�E - —CHART A'= MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT ' SIGN SPACING TRAEAC SPEED- TAPER OEUNEATOR SPACING (Advance of T4pn LENGTH (Tape) (hng"q & adeeeo Sigm) Ex4 25 h1Hi 140 Nns10 I5O1`(50n) 25R(8m) SOR(;So 150R IS" 00MPH(45YatN0 MR(6" 00R(g^0 60FL 8M 200 Ft(6" SS MPH(`A KfMO 250RQSm) OSR(tlm) TOFt(21it0 250R(75r* 40 MPH(60 AmTa SSaR(110n) 40R(12.) 80R(24rty SSOR(I tort) •dS MPH (701UNM 5 '45R(14m) SOR (21itp SSOR (t70nt) •50 htPN (BONmN) fi00R toOn SOR(15m) 100R(3otM 600R(180" 'S5h1PH.Jas 1 SOR(ISm). IOOR I>aN IOOOR(J(At0 NOTES:. •See Section a for high speed, situations. OisterKn shown in parenthesis weapproaimete. •'951h Percentiles ed or as directed me E ineer. eod �af)e C�a s�� �f h4-4�(�C GJ"ore A (� 0 K Zo N Zf Cojuoru'et Cross i� Ca Ile 7 r17PIC 0 � 1&17 Q r. r ' J kt' ' i , ssNama� 511 � �ts-s m� v�l o.�m 23Sb A23; �Y� 3 nos. o 0 osR ss`s�g� TI :d all$ a . , 5 ggi48as c 9a ,yAAAAAA aaa== $�15 A ;u;v z3 ,�AAAAA ffll �`y V) I e i%vc�c�4 Na ✓a rro a c> ez o .sgqafa�atmcI . Cq a�i'la�` iSKO6 - aa N. V1 $ leg g .1*44 ��VV I• Q� � I � ��3 •ByyAAAPA fro � O . CA ,y AAAAAP � L"s SJ l za. Y I V a �N .kv w Ca/le i (2nm,fco s 1 -- e - s• �jveni�a /"/c iJ Go z cc. . a I V �i o SSAabta� I 111 a 9rs9 fA�yA�Ap PyyAaSP ^ � pA AAAAPA_A HSI Ye• �� o � o� d K r • I Y; 10 •F I " I o � - o a o .� n � ol ssoj . woz -N cy o r? Pa"yd r" S 0/0 aub' D� ti 'ja ! 3 aW 0 payiy�p sa 10 pa s ol,laola l wI,.. 'a1ewPOiddp ue fltaylUi�Bd UI _045 ta}lals!O . 'tuoeeM!s paads y&y iq a uOw-S 92S..:S310H luao 4WN Wad'u00ol 0401d001 (U4111l OS Mot so+ibelss. walllloa9 (utl0Uo01 m lllos 0-mlI0009 k"08)Hmos. IUQ UosS IauUU U06 (w? list 1u0z11 Uoss (4"04)HdWS►. (u0111'um Woo ouz llbo► (u-0IIIUOSC (16uIN 09)Hd4 of (OKAl3oSz NIIO VOz (w11111SC oK0UM (WNI OSI WNSt 4w91 tf o02 (u 811 H 09 (u6111 OC (.W U OOz WLN SO) HM OC (ugs) lu0S1 (CA U(n lull lusz (wa;;Uosl (HuN 00 Hd1Y sz MI I -As --A I (wowed (-b1) H1ONn Ia4el W XWApy) DXLW s NOIY3HIl30 U301 ..a3us 3HAU1 ONIONds NO1s MW331(1d NOIS ONY 1101UNI130 03ON3WWO33U WOWINIW —Y1UYH3— %�✓en%U4 l+ic � uo z u. o wuasuaa I po aHIM a tl AA � a � HEM SAS C V `1 v' ZZ I �y A • I I I I• Coo O O CI r i%vcn�o�4 Na.vn r�o • I . . �/venic►�a /"/c � cuo z a. a n o n � � r 00 � a n � a`�EANN a N Y R%3FOM 6IE FOR FE6 TMT WY BE :IE 01WILATIOM OOMIR%CTOR TO INUOUSH :M NN/06. PROPOOY ODRNE76. IES. FDRi .Mq FRyp NE7DlONC1"S As RE011ED m .MD IarANDM a< F'OeOI FACAR:S• TtiE NSWIARDM DOMTRZTOR TN OF ALL Vam- POFER - :IRUDRRiES MD« M TORN WE M M MR ONE CALL TO DATE. BUR M RESTONt�lAT1' FT,R y, AS ,ENLLY AS POSSRE. ALL OgN,LT ALL EWOLLS To NUT Z CRDSM145 AWA CmcR E :MAIM A 2 SACK 00 OLAMA F_lOY_ JN4Y oMl1 BE 2000Pa STRFCTIL . aK OWL " A 2- DNUM i mcm amn SPACERS SMALL S t MORE TM a FOOT BTRiAF & A'EL pEDI1RE AN ON SIIE INSPEr R ZTE 7 ! e ®nR9. tour OF CONCRETE :AR. SEE DDAL /%. ON M OE7ALS 1 AWR L ALL CONOIM RYNS m ro PIEOJOE M INNOIEL AIO . ARE sIaID.T m A NI�AAN se, AR'W/MDR ONLY-(70O) 2Oe-S014.) lDM SYSRN RBTMJAMS N mm To, CONmU15. YAILM ,TV= 9D= IMTER PtDESTAM :PECTTOM BY ILO. NOES ➢ U FAI S S®DYO IfD2 . COM RACM In WTBeI AM STALL OPE MLL m :UIl1P1O � 1 D A IF,L9FRENDFT ROPE IATST e M P1ACt N a ] CMS G1aL HOPE IRBT IIAYE 1 FOOT IEASTCE]E'NT JIBE' TAPE PNOJOfD BY umm 3/5- "O"T WAAR. . 707-WI OR (210) 903-7214 MCSTRAP rO PUJlNC TAPE ALL NOT WYE LESS T11M A 90EM OIIEJTRrA ON M PIN6 . IS FOR NWIOIML TE77UTE1-" yL NMYE A r-0- MH" UIDERWaND SIITTCH GEAR MAILS JFOIARI V-e RAMS FOR r 11NDERCRDIAo SAMtlI am FMELS . .KmAA W-W RAMS FOR r ' T PAW OWL eE OUT OFT ZERO TO M RID. RaLBOOS OR SAKE WES SMALL ,r M PEA ORAY11 �r 4.0 m LAE . I r rm p�p(;•NN*CLL wo. Mn R601 POLL L A YMYW OIE 0MTH. ATFALIIiTA D!) PIOMRYUOIND RCOS B/e of IDN.TN . TIt1 S 1®IICED AND NSWlID, BY M CofflACTOR AT , EACH 7RAN6FOMIER PAD TO cNIPLY MIN CELDIAL ORDER 212A 10. WORAMN 6 IE3d� Fal PFIIIMIEMT AFD FJATFIIPROOF MNef- EICS ON ALL HIF100R YAILT COOOIRA AW no ALL CONOIOS. . O,,D,Af 1L, AND SR,e_OUB. MTN M aD1OUT MA6ER CORP6- PONOOC To M Wk= Sow ON THE BAWL 21). SNCL RMSE 1fMNiOIBER ►Ans F6TNLID iDEIMrfl M R61D. SMALL IIYJE M FIOIMlf ODaOS R6'DLL7D SCOO OMD' COMM= N -V, D Awn FROM M ROAD. 2.1. CWMCM OWL SEAL OR ssWT AOUO MOM LO SSIIN6. MID NICIS BMWs 1TLA7S ANo NAI9NO5 m PREVOU SOL AID am DOD6C a AOS OR aPOEcs _ 2L WHERE M NTEIeML OMYERII K M OaOIA O swum THAN . M OYLE7Oi OF M OPDFIC N M MELT vA L. M mWXT- ON N CONOICf hYR7TJ1 OWL TAFE PLACE A MNMW OF TM) FEET V FROY TIE EATLOAM .Ml Or M 1RIILT. .M7 man �1 mg a 2-1'CONMKTp1/CEyppprp oY1t1 1® ML 0ENi65 /RAY fRp1 UA5 TRMBOPIER FM6S. PNWIT 1RIA75. PREMRf RAL ONES t S MNNWRT PUL RHOS TO OK Lib. FU04X ACCESS OUBIO DUTAIOM Or M rpvN T. Ii.' 7RA16Fi11OE1I PMOS, DIAL RHOS. IMNAIOLES 1WTI.75ANO SMICH PM7 . NSDMLJDIONa. �OIMIy ��) R6TMLID r MY7E FNAL aRADE DTnERE NAR EBTMlm N ASA4 AID /UALN RIIM fW1 ��DFAMA r N 70 ALLON6• N NRA4 MM ON7ND OOIOal6 m M FOOT. M COP EDGE OWL BE ST AS 01OEM ON OkTAL OEPT eOE CASE SMALL THERE OrF SLOPE IN FELT OF I.— ---4 SE ALSO NCi[� /m. TN6 SMELT. 2y SDPE FLEM7ION6 FAETOER INON W TN SE OESQPm N OETAL SLOW. WY EL[CI: GFAFMNfl REDMRDEIOL (r PER ONT eAfE11' AIO N 1@R PER 1 LAMEAR LOOT fF'SUCE RETAMC RIMl} R YO NO / YMu :� RmIRO I.E m COI/IRALTORAOEwjSQ SMALL S RESPOISS E TO PRWCE A . REMO" WU ARa2o 06000T FAOLM THERE APPUGOL AS OESCAEED N OETAL SLOPE B CREAIFR TIAM ommm xm F TIME M6RSN ROTE ZS. A RETABEC vALL 6 TO BE NSTAUID. M DLAMO SET-E11CX ME RIMW ED FOR DWRCT FUSM09L m W DE 6CRI FRAND ER W ERE ERWIENT SNR17. M 06TRCT 11A5 M {11ML QE RETMMC TWL B m S NSTAUDI. . N101E: NM CNMR uWW V LL NBOOE THE OOA RCl AAKE TO OPERATE AND OR IIII UrM EGLAF ENT SW LY. IOC: fa ALL M eaN TTNYaOFNi Tu N\A4DA m NwI u� �� �•- O COW OF I E FELL b FD A -A AF. . A -A FA Coachella d11ey Power Division CORONEL CONSTRUCTION 77-935 CALLE , TAMPICO #A-#H LA QUINTA, CA 92253 PROJECT# 5973 CONTACT PERSON. ES NETWORK# 4018480 EQ584L 46040NEL C.S.P.# K-9839 . DRAWING INDEX DWG ND. DESCRIPTIDN I COVER SNEET p UNDERGROUND CONDUR IRE 3 a 4 TYPICAL DETaLS —LEGEND— OM mom aMR m n p Dais NCO NYI ' ®. ® Nv® ruN BOmMC Ippyp [!Vt � 16[ ®i Q 1$ii YNII O�OLNE 06>K RAaE � � � �C INaDfm i1a Oa®R ® IVD®NNNAm RMm 0 0 ®� DN 1TBODO MD o pEOi MNM 1Wi a ax" N —Gum m ®M � m NatSID M 1Npv0 MID M •A9Yla m m m -ma Nm.N N MIIAQ Oy ® ID On= ImY pmm IIIIm ®1mORL0 mM R�NC fimaA IINL.A o FO =A m . M N6a m EQ mi9i as O M ®ID all -m, N) OFOII N-6 mnm m T ae — Omm M =m DER ►A TAIL A an N NNL m aL Ao —mmvw �— �� 10 " Rman — — — MO® WM OAW a 27. M D61WLT MLL PROME AN aoEFG DUM POREN RSPECTOR r0.' R OICR10 M ACIIIK R67AILAION' OF CONOIAf AFD YAIL7 51,FF16 ` �- NN REDUST mR N574L'ImN ON A PIO.RZT YIIST S SCHEDULED C c TffM M OFTRIOT 24 FOUB PRIOR TO ACIILIL IM: FM'n p ON M PART OF M ONER(S), OEVELDPER(S) OR C-M CIOR. P IA To SCNEDIAE AND/OFT OBMN AN NSPEELTCM ANO APPFOYAL FOR Mfli. I. PORTON OF M UONM1C OR WOUMF40OIAO POEEN SfSIDFS. WY WS M N M WEAL RL9MIOM OF M IIERLY NSTZiD S.T j C PLEASE CONTACT NSPM10R IO (760) 4V-OLSe �c aU 2LL C pAC,Cl6/ DBElaiRS TO RD" RANG AS SOON AS RFDENm it FROM fD FOR p=KE OWUM OR FRWLEN ON LOGTCNB OF. ,,.I L Sn&CTUOS. AM( IWASONS TO ORCIMAL ED OEM MLL RECUR.' O M7LTII WL DMONIF&li TEE AND HOLY CAM AOaIOIML DELAYS6. To. THE PROW. iiG wnl( ell/ 44 t Ifoal (r4A�e L. oc ALLE JAMPICO luu 891D5 9214D4-45' PROPOSED POLE IIN1061808V ,no' . UN1125700P �\ UN1125701H k Tmi Q J s Q 0 cc Q z R CONDUI .4 c c TYPICAL TREI SECONDARY : A4 INSTALL 5-4" ' © INSTALL 2-5" 1 —CURVE _C # ROUSE' R3 12.5:"" R4 . 25V- TRENCH TYPICAL: 7' EF TO CENTEk- UNLESS OTF O W m Qoc PRQECT: P_-5973. N REVISION CHART DATE ffVJ fftDE9ViPlldl ' TREE — 3 an c0e- 921404-45' murww not-- 1061808V ' CONDUIT NOTES: r f uo UN1125700P 1) n TYPICAL TRENCH DETAIL FOR ,MPICO SECONDARY CONDUIT RUNS. R3 i Q INSTALL .5-4" SEC. CND. PER SHOWN LENGTH. r F. ©INSTALL 2-5" PRIM.- CND. PER SHOWN LENGTH. UN1125701H 1. 30 [- a ¢ e . • o Q .V TRENCHING NOTE:' TYPICAL: 7' FROM FACE OF CURB o �" TO CENTER OF TRENCH. UNLESS OTHERWISE NOTED. o so' 40' eo' i W SCALE:. 1'= 40' '. m T.6, R.6, SEC.1-D . , NW 4018480 C SP. 9839 SHEET 2 OF ` PRo ECT: P-5973 REVISION CHART DlPSR1AL IRRIGATION DUML; OqE flY 9t . DF3RPI1011 00'EWAI. CA Ca1t TOLL FREE 1pIpEROROUIm D6Nt�ORON iCA — TM �nno an L Cp11Wlf LAW" , oaa you oo p ell CURVE DATA TABLE # RADIUS < LENGTH R3 � 12.5' 90' 19.63' R4 25.0' 90' 39.26' 40 LxIsnAA; Swow"al ma 1, CoIRSON !ND' S. FDUWA SOLT 0132 2L Goa (2) pnhn go DIM .&RSON INDS.' A 3 2 .� B -1 4 � ql I 6p (4 1; c ml- A —IM 4 --- RT— •K02 .VZ > A r(ra—) to 4010"'otu=`o 4'm '-wCx5' PRIMARY MUOX -DETAIL NTS 'M OF u3s sm (4) T 03-) MMIATIMS F9 101001 CWTV III Will am Me ALL ,AM WcS WAN CmKm pcR am wAL tE ;E&M FlEtIM LAS 1111 AS anIEED Ra MlW CRAINNICS 00 0 of QJMMW UL AWRTAtAL OXIS nit WAR AM UK (4 WQLMUD) m KW to Not FM PAU= Ak VALM TAILAWL OF QUM RM M AM 0 IAM PUUM amm WMAYM w SK WIL IDODM= SOU FIEM it"'" TYPICAL TRENCH, QFTAJ NTS - 4 A'2 , `15 91AII COWPLY WTTH W. in RuLl N.. W AM 43-U DETAIL Al I H x/ 4— 2N2 aa2" ) SEE NOTES 4 A, 6 MIS LTM t AD MWU MAD K MIRED IF PRAM AND SMMLW CMM AK M 11 CWWZ D"M M A StAMOD FMATMA D.,p .= CIUSS EMM MMY jj6mFjW W.U%AW '& KAPIL 9M BE WMAND AT ALL UK& ,igtAAi CIARMUE FDA uk"m SIPARAICI$ W"M PCMEN sm�smclm GAL co-i2r. 5.M ILLKL,� BASTE M IMIALAMI gm USED. i. MVPADLL &3 1 fAADG;� I Tom =sm vwm� is go SEE DUAL 3 ng FRIM QIMMC MEDU& RLM r (6-4 Sin 5 eff 0 0�( Ir 0,0 KA :000 0 0 otAta AT am .0.0?0?c SECTION X-X A UD. roR rAl (6;= B PAW 4!.W) 'MD=n WU Cr PAVVY LAAWWC - 1 3M P9. (me kw) IUWARL SAIM "LAM VL mostal a PL Trp. TUMAT 14 PL Ill? HOME L 2'x3' (61my9f, CLLAR OPOW. Idw e ) - X-12" 7/8- (2m) 0 GALS' RM CAST w, 4 PL, TYPICAL VAUIJ W-1 NTS aw 6' n Ti. T "T (20—) SO TAAJAV.� -T la, . R (46—: CONSTRUCTION NOTE Imm. IF ECAII'l OW PAD 10 CMFAM. TMS AREA FOR SECONDARY Cl"lr-( L CWMACTUR TO PROVIDE M 5/8'� "Ao..'�) COPPORM am� POI PAD o"', 3 lDR FRM .F Aif-.Ms (91 t1ErAA mrml & Sur no MM OF CM-M N, - PAD 10 BE AS WO OtOl — L AmOCRACE To DE SIT By ILD w MS AREA MR PRIMARY 0WWW (7 TILMISM0 5 MISTALUD. IL aNDLCM SKALL PRMW & NILGRAM' = IDOWEATR IAA -IT L A FlEcaT CCNCREM PAD VAT e 3 BY to, GRND. CHAALFTR� (-Lla) 30 M%FORMER PAD ALL TOP uEw TO 25OUKVA /—W-x ter V.D GOM. 1—tor6. x fi;� S"H; A GRADE 3'( 8* (20.32—) ;fE 0; 0 0(j . 0 0 -0000 .30 �55�;o 0 0�00 �p ?C' T DILCT L27 L 00, 0 PEA GRAVEL sccrm X-X Coft TOLL ME 422-74133 I-M 3oTgg MFg PAD QUAIL 5DOKVA NTS