Loading...
51894'4 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1. w lws�, St�K For the construction of public or private curbs; driveways, pavements, sidewalks; parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:October 26, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Griffin Ranch TM 32879; Avenue 54 and Madison PURPOSE OF CONSTRUCTION: Two bridge footings DESCRIPTION OF CONSTRUCTION: See PSN 06172 and PSN 06173 DIMENSION OFINSTALLATION OR REMOVAL: Rough grading APPROXIMATE TIME WHEN WORK WILL BEGIN:November 1, 2006 TIME OF COMPLETION:April 1, 2007 ESTIMATED CONSTRUCTION COST: $320,220.00 (Including removal of all obstruction,' materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: pLA3E 5�- ATr4C#E,6 . -CbV/SCA SHE&T NO - 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 at (760) 777- 7075. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. "Signaturee Applicant or Agent Marty Butler - Trans West Housing, Inc. 47-120 Dune Palms Road Suite "C" La Quinta Ca 92253 (760) 777-4307 ext 117 Name of Applicant (please print) Business Address Telephone No. The Site Development Studios 711 West 171 St. Suite E-1 Costa Mesa CA 92627 (949) 515-4270 Name of Contractor and Job Foreman Business Address Telephone No. . Contractor's License No. W 11 Cit°y Business License No. Golden Bear Insurance Co. �1J�GBL06890 Applicant's Insurance Company t1`c1'( u r' Policy Number OF IApUINTA. FEES: Subdivision Improvement Permit -Class III C,F1NpNic iMPFOvements: 3% of estimated construction costs CEPPiu- Ite improvements: 3% of estimated construction costs Minor Improvement Permit - Class IV See attached schedule Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $9,607.00 $100.00 $ (1,000.00) $10,707.00 PERMIT NO.5 1 89 DATE APPROVED: i A) 6 EXPItIQN DA f �:��l D, BY: Administrative -Authority .',P, ;'.r.\ r••v {`:`,d:4,a '1a ?Iq:,,i lyay[x.,/.. .:.-•f.... :ot!.-ni /.r,,. ..:r;•a� /Z ��ar; `h::: ... �,�, ". _\`1C� Tl1V ,.;,\• ^'.``>":'r4i ,1 ;t. �'ral??y'ia �'s` `�' :�•San� � le. � � 1�: . \ . 2? t. `-;{,\\rd„ ,•d' t\h / < ✓yi?./ . /. � � ^ 9 h-i` \ ,��\+ • ..,. 1 ? U.. ",•;�'•,'`l+. 1N go �,92` 31.�X �,.-,.:J;,• ,,.�`�% � '�� �'' -r�• 1e •.:;\bi:':'�1\l\�C,•o ,.a\.y�a,,.,1\.. ` �I •J\\\,m`r. `l\.a ',�.5y (.r '.ii /", �/ .� - i, �'i�. /� •?' t ,,\l.s.i\. 1cc"•,lt '(,*:`1 �h',l\`. F• z,:. `';d�,^a•. `�. �p��, p�, ,1 ..�:�,\11�og2. .�1\.\z.l. \ �•ae�Yr/ .rir � ✓�,./ "' //. /mod/ '/ ��' /r� l\�'"�..1-'t \l c,11 ,� .: b, \.Zr1\1�2; �'_' 'O':1.O' ,+�§' '1,++': .,�. at: .ra`/„ n•. �. � Al (. ..)653•„ 3'003'�1, s°?.1\1�` *< 1 `1: / v.,e i%, l i : 3%�/'•" / � / 'G., , r . i�:� �1\1 •'190-32,1'Ov`\},. s-<a\\ '.`�.\�' .. ,� :,::'?::1, : •�,��; :.r+ �;; el.. rt„ F, �.� � . �� r� .> ,'�.' " � . •�..: :� i/r /,/ '//': �!*�ri��., as � 11,r� ; •, `p Y,l \,,•. b : '� \ .1f . .l. ,q\?,.>�s ,iAt,,.:4 :a= ,,f.�.,!,da, rt�';r' `-i; %! /' :�a,.;,.�ri` i �//..! n t *•,\\1.,:,.tln.. K,!°n!��l�ii;�'.l\t•, s4' .��r'\v-\:,'r\',�\,: ,gat):• r../ �.,4. Ct`3= , .�., � /,. /., {;'>• _ a, '1!222° ^`' c .,t} `.:�,1 .. \11\: "`•',`r�' m\�= 1.dt1111 ::r� .,3, v/i//,,-., �•�/ ,.`�^.�% �� .s:;%' ,rh,= .r. +,,�.`�A;;�•u% �iks��-1 xr .:�, 1„''``\��,,,, may`;. ,f�•�1�`tinvr'�:'�{ ./, •,%,.,, /,. .��.. >�%7+`� � '�'�,:'�!�` �:.::x-: '{�''�,�t, � '. �,�:' .v r'.1}s-•Y';% . xi: ..X,.. .,�.A.ry -`5:3,%i.✓" 2;3k^ ".�""'T2s r?yl i,.-},, /�!'� ,.�./i�`i''k'•. �'d+.s: Yid•.; e... ','�"��..��,, ., ,�°, •y.+:-( NO . VV St �.9 �, , . t • >�u';%..'': Y,- �: ��". '+rrkv,..r�':� .'t�'�`' :µ �' .v b-a*.' ;k,rsG n - �a? � • - ., . � �at'ti;;„ P-a..,1\`\\Y \,s,;�,,d,�t\';ur'1*e1rr1,?'*;')\\\;,`:v\\,,,t.,:\r.\;.�*�1 'wt,r*,r'`"+r{,r�;•*,., f"ir• ,;,r,.r;T� \�\•,"re,�s'y +�.zTns+„�'.`r��1'1,ti"\,,1.,,,•�,N4l,i. tyti,'�c�}s,:}!/!";�'`��. ':����r�' 4t%�r /'' �;ii//• URGE .,CGb"6I„ 2.00:i6%,# ..'� ;8��..}',0fi,;h,d,�7�,�^,,S f ,#��,.',�.A�u. �;�,,,��C�+;� $..',,��1��t1.,�t.'•.�*,r.=:*ti-�7�F.,}�l(•Y s�;=7 �0:`�-•,7"S;��..µu. ��.��k�\ r,r,��,,-.., h.�'�'�^�i� ���,_ :,,' • ";\,;• ;1�\ � ..,�,.-•! _ .�, t�ousar% uerr� • • �- : - ;.,,�f �d>'�'{p�e•,:��© lars� �n .no:: g ,/ _,.�-,�,. , �� ��,y �:,: �4h,..'�• _� .�� k �[• t�h :�" - .. `1�\' V' m'F`' 0 `�.1, r ( t ' Cr- =w•>f 1tf�- \' , ./. , •�/ . %e • /. v�>' 9•.r by ° •c�� _ ,. -tr9' %lfkf 1F. t.:''`::P ;'' %. ,:{ .. /.:, .0 - >=ram.. •`A'9.r-. „- x ,S'°,='+-g�"' „1;a\; jti•'; ,s. 's�'r•\i:.� -7d/ ;. Y� / r;% J� /•";:a'�' wa4 - ,, .ii ./ ,: y,. ` ii%i, i�^; k:5°' ��r �� r �?:,, •f '�S; .N�+�� 1`, ..,k' �\ :J\` n11`''�:'t \ `• .;V.., \ ;..t. %rr i %� ,. r • �. .r�`p�y; ra. �.`. .w elf:_i,\;, ,,:\: \1,, 0`t Inv,•o,., .///is % �� .r;�` ' ;/, -,r :.r; ' /i .; y ',,r�� .:r ,?; ,�. , ;tt,;3' P.AY';a•`:.c„ ; ,r •7• • ;%•: / nii. /. ✓/' %. %i %�� '-r ��4�'�-,�" d7:'•... -, ?t - .G ,.\,�,,• �ilt �+OffLa , / • rr. -,•a. � ri r �'i „�' � �M.''�:_ �__ fry. •.Q.uinta,\�1+.�-a�ai: '.;y �,�. i 'r/, ///, �'ii '/= (• }�, .r, r�.r �� �+��:. ^;e`'TOTH,.;•.�rf:c�,. \1,:,u�.::ds�K.,,.,t 1., c,/��M % '' 'v%r ri �-jTt'• �s}�� s_;.,, .a , ..:\\\,py-i^•;,`�"^) ./r:., roih. "si11x`• 7'C*c. �y a,- O.Box 1:504 * .P .,c •, ids ;)az k'� ,. p,`g':' ^ �: ER OF r z .; ri," ; t`` 9f M:•,.;�� . _ � 4••Y.srx a'r,, ,,;��:oz�•i i•<.�,, 'ram /- ••%:�s .«. �?q ./.,'�': �� . •� � . , '4 �v .t+=7". �; < e .�'..g`: :it'+yb (,�./.� / �/•� i'sJ* Il;: l' �°,:- \ xiy.�.. �� � � � .Quint CA;;92247=1= '� '`��: • � j a !'��; .,,1 �':1.,..';,�: ,'::�;:.:,,�„ y ' � �i�'li , ,' `r . �, 4i = - :+k: �' `� rot, ,,s �. a'S i�' �`�r �- .,y ;,{> ';�+\,.•`,;nc;`'O� aic. zl; :q.� \,1;11: _,,,,1.(il'. ,G•t.\1\<,��,Y\�`::y} '7#;� ,1•�; �s r..:,.,.:Y.. „FS,n� ..'i \,. 3".F�� -:r�i! ...ri`i`i 2,_J>:� � 8 =•`1',•' r\\"` ;,\"1�,p,A.:;+•`,1`,t'`�11..,�.\y�111,,a\`•pe\rlie�li',..�. .',a. is""i, ''Gl.. .�'�... =.xr «: �'e-^� � - v 11, ' \\'� tt „ :,,. ' �\ l\� �-R�:1\�� \t ,y,,��x,. r �,/%� � . /���!, py�///' �i/i:�, � '�%,� ! .+ P, +�" p' ,ais�•'••XyT :,�o`7h,i :+;�5� Y a t '�'., ,, q r,}..c, .,�s� ' '.�'' �Y. ,,1„ •lltbx'+.\, irk iy/'' .�! i . i / ,� %� -'�' �q �', 1PA1 1 � . =n-;�,t,1�? �; - � ,�. '• \ � . ,, •„b .,. , r -%g � i✓/ �' % � /" r,i � / .sl$., �ic'rv�•cf. ,`u', : ,1 11`\1 + 1 ' p ,1 p.. (� il' ,,.\ \�,.� 'y.v=�.j•::q ;i�`Ilk `, .0,1.; ( q,), ,.?.v,�bq,- /. %�: ��i'?' �: :.0 3'�In.\. , ��-..: '�1\,:a ate.\ _ .1.,',. ' .1 \ d. ;,;' -:�, .d•�i ',�„ � .d!1'1' fig• ;° .� "/.%..;, / •%� .%i ;", , ,.>,•:�;+, ,°�?�+;,.,. ,��\,,1\'�•;J q� ' _ ;.:,11 �. \: !+ '.\`i, v •, .a`,.. ..1 ::rl "z:'i .'%' : � . t;"�' r r: ' ,�.�,, / + �i'. e c 1 .w 'tiN' ,t ..'yu,� \ .,\ ,1 . \,-•y},.`,. „v\ e:: , 59. /'Jv: , r 't •, >/ '%%1'±�g ..{''` .1.'�r ,u,1• :9 :,:,; Yc.�.;, ptn, ., • i'':�S•\1, ,�.\„ 1(. `1�:Y,' au_ t �3s�1,�, -'^J •*fi=\t"i\I':•�;�C.' :ji, r� .'i .. a..�. ."Yh"-•v 5:,:, :,,. �?,, 1, ..f= .1 ..,\ ."r'e to\s,•„t: ,:drc::.e;4.1tti,:.;t. �.i.y '.y�. ..r,:, j. `r :/.. ��' �. v,l, , �� ,.� .,� . 1`Y� ',r '/ .,.r.y�, ,., i . .� � ,.��`,/,� . kev .•!.,:..�'; r, l7` ,? Q ' '. 1,1r ��. �, �.,t1" .,111.'Y,1,1 n' � ,.Cs �¢' THE BACK OFT IS < . .r;`i.../'7.c`8`ti�</ Y;•.. a':e�4t,"�y.�\,,.,\,.., a,,. ,.,t�yt' 11000000080 ?I'm L 212 2 3 2 LO9l: 20 70 20 5 59 Lii' - M Approximate Construction Start. Date:. ((/ (/O� Approximate Construction Completion Date: .Lj Estimated Construction Cost: $ _;_26 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: Phone N mber: -7`7 7-C430 Name .of Applicalit/Own . Applicant Address: (� Applicant Telephone Number: D 7— 3O 7. Applicant E-mail Address: -7 y— o J Name of Contractor: Contractor Address:` 7- Contractor Telephone Number: 70 Contractor State License Number: Contractor City Business License Number: Contractor E-mail Address: ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: 1K5vold C ¢ 01, Applicant or Contractor General Liability Insurance Policy Number: Office. Use Only: Inspection Fee: p 607, 07, O J Permit Fee: 100 . As -Built Deposit: l, o O o. J J Dust Control Deposit: Credit Amount: Office Use Only: Assigned Permit Number. �� Q Approval Date: Q Expiration Date: Issue Date: Administrative Authority: 173 07 TOTAL FEE DUE: I o 7 V 7i `7 J FOR PERMIT.doc Oct.4. 20.06 3:29PM. SITE STUDIOS INC. No, 2527 P. 1 TEE SITE DEVELOPMENT STUDIOS; INC. FACShiViILE TRANSMITTAL .SHEET TO: FROM: NIS. MartyBuder Corrine Parra CObfPkNy: DATE: ' Trans West Housing 10/04/06 FAX ER TOTAL NO.OF PAGES. INCLUDING OOVER . (760) 777-4308 3. . RE: SENDERS REFERENCE WNtBER Griffin Ranch:- Scheduk.of Values ❑ L'RC;EV'C C' FOR' R.EVI.EW . ❑ PLEASE COMMENT. ❑ PLE.SE REPLY. ❑PLEASE REGYCL.E ?COTES/ COMML• N I5: Please contact me ar (949) 515-4270 am 300, if )uu have.any questions or need additional information. �u e Pars CV:TA MESA, C-A. 52::27 APPLICATION AND CERTIFICATION FOR PAYMENT AIA DQCUMENTG702' PAGE ME OF TWO I'Ar;l:5 TO OWNER: PROJECT: Griffin Ranch_ APPLICATION NO: One(1) I)islrihuticrlr tci: Trans lltast blousing PFR1OE)TO: 04-Oct-06 1 X�OWNI;R 47-120 Dune Pallas Rd., Suite C INVOICE: fl: 4746=ARC'l l l"I I t'"I" �- La Quinta, CA 92253 FROM CONTRAUVOR- VIA ARCRITFCT• f—`1 C-4 Site Development Shidios, hie. CONTRACT I)AW: C-4 711 W. 1 itli St., Suite I, I CUNT RAC I' o Crtsia Mrsa. CA 92627-4345 CONTRACTOR'S APPLICATION- FOR_pAYMENT...... 171e trndersiitnnd ('ontrnrtnrc6iilies that to Ihehesl of thc'Coniractor'ckct.,o;trct•,,• inimin:ni.ni Application i s nia& for payuunt, as shown beloW, in counexaion with the Contract. wd belief the Work cuvcivd by this Application for Paymcni has b&Lt cunt)Ilctcd ttr :1, c,ul%l,�n. r. COntinuatinn hest, A IA I)ncali>en1 Ci703, is atlarhrd• with the d onttacI D0ctnitcn1S, that all amounts (rave been paid by iho ('anti ook l;n lt',nt. tiu which prc�•inus Ceriifcates fer Payltteirl them isstecd aitd paytttents mec•ircd lium rfa• . [lu uci. and that curiviii payment sitowii hetein is now due. I. ORIGINALCONTRAC'l-SLtA•1 S I,12G,488A0.: 1. Net change by ('hangs (lyde(c S O.pO : CONTRACTOR. T Si rclnpntenf Studias, Inc. 3. CONTfkXCT SUM TO DAIT (1.4u` I r 2) S I, I26,488,00 4. TOTALCOMPLETED&S"I•QREDTO S H2,649:00 DATE (Column G oil 0703) QY' 5. IWrAINAGL: I)a1e`. n-)-tier tlb it. 10.%ofComplocdWork 4 11,265.00 sac Icters, Ice Fircsident —" -- Stitteof-.California CountyoF. Orange (Column D t• 1 rnt 453703) Subscribcd and sworn to before ntc this day of b. %ofStorcd Material S Notary Public: v (Column 1, oil G703) Total Rctainagc (Lines Sa + 5h or My Commission expires: 2i-A4ayA6 Total in Coltrtttn I OrG703) S 11,265.00 ARCHITECT'S CERTIFICATE FOR PAYMENT p 6. TOTAL EARNED LESS RETA INAGE S 101,394.00 'Total) In accordance with the Contract Documents, based oti on=site observations and the data o (Line 4 Lcss Line 5 comprising the application, the Architect certifies io the Owner that to Ilie best v1* t he 7. LESS PREVIOUS CE RTIPTCATES > OR Architecfs knowledge. information and belief the Work has progresscd as im icatrd. CID. PAYMENT (Line 6 from prior Certificate) S 0.00 the quality of the Norte is in accordance with the Contract Documents, and the Contractur ,., , 8. CURRENT 0AlT4ENT DUE S 101,384.00 is entitled to payment of the AMOUNT CERTIFIED. 9. BALANCE TO FINISH, INCLUDING S 1,025,104.00. c/ RETAINAGE (Line 3 less Line 6) AMOUNT CERTIFYD ..... _ ..... S C14AN'GEORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in Illtevious months by Ovnter Total approved this Month TOTALS. S6.001 $0.00 N13T CHANGES by Change Order SO.00 (Attach explanation if anrormt ceM led deers jmnr the amount applied. Irdi al rill Tgm-rs im fhi.t" .4pplicarion andoruhe Confinuation Sheet that am changed to c»rrfor•iu Li -lift the unmottrf rer[ifrr d.J ARCHITECT: sy Date: This Certificate is not negotiable,. The AMOUNT CERTIFIED is payable only to the l anlraclor namod herein. Issuance, payment and acceptance of -payment lim wi wilt prejudice to any righlis of the OWher or Contractor under this Contract: Al`Ab0CUfAMT OT02 • APPLiCAfl0N AND CERTffrcAriar4FOR PAYrdniT • 1e92 EDITION • A(A r VH2 THEAUERICAN IN5TfTUTE OFARCH(TECTS, 1725WEW YORKAVE., ID.W., WASHRIGTON,IIc21006 S9!I! - Users may obtain validation of this document by -requesting a completed AIA Document D409"- Certificaflon of Document's Authenticity f fit tile Licensee: C-, a ORA CONTINUATION SHEET. AM DOCUMENTG703 f'f,l;I ,.,I,,•Ai,IJ AIA tJocUmcnl G702, APPLICATION AND cr-MP1CATION FOR PAYMENT, containing APPLICATION NO:. OF10 (I) Contractor,% signed certification is attached. APPLICATION OAT):; 4 0ca. 06 .In I:IhIIIaliPtta helOW, anlounLti arc staled (o die scares( dollar. N-"R1OD TO: It cha a 1, Use Column I oo Cnn(iRcls tvllcrc variable rclaivagc tot' line i(CIM stay apply. ARCHITECTS 1'kUJLCI- NO: A -- — 13 ( l) r F Et lint Ac'I? 'F(t FINISH R11'Rlrl4(;1. lu"„ 1'1'I:M NO.. msC'RIPTION Or WORK s( Illil)IILI?D VALUF WORK ('OMPI,ETED AMATRRIALs. nrs[:wrx TOTAI- COMPI.171'I'D % t(; C) FRnk( PRI'VIOUS TI(IS PrRIOD AITUCAllON SIOR1iD ANDS'('ORFD (I1� fl fNCYI'IN TODAVE DOR C) (D+G+FJ l Design Developmcnl, Gfra ntfg.deNsit $112,649.'00 $112,649.00 $1 12.649.00 100% S 11,265.0() 2 mochallical syslcros(rotlgll-in) $125.184.00 )l::S.IYF.(icl 3 d eellialticnlsyslenls(Imish). S53,65U.UU 4 Find gt tiding . 59,000 U0 � � uaa.ucl 5 W:uorproof niembr nc systems $36,535.00 SM1,535.00 6 Concive pond/ stream shells S47,88 I_.00 $•l7,tie I ,b0 7 Natural rock and cobble S274,090,00 S274,u'1U.U(l 8 GI're foundations $38,160.00 S344,16(l_U(1 9 Gf7a installation (rough -in) $121,752.00 $12 [,752.00 10 Gfrc installation (finish) S30,438.00 $30.438.00 -11 Gfir, colori. $13,950.00 S13;750.0U .12 113ridgc fg,% c,m.u. figs, se( bridges $263,199.00 . S263,199110 GRAND TOTALS �1,126,488.00 $0.00 $112.649.00 $0.00 $112,649.00 1,013,x39.00 $11,265.00 y ,cyucauuy cn um Immme a Gompletea ma wocument uwi - cerimcatten or oucument's Authenticity ALA DOCUMENT G703 • COMMUATION SHEET FOR 0702.1992 EDITION • AIA -6M922 THEAMERICAM INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W. NIASHIINGTON. D.C. 200004232 G703-1992 WON October 3, 2006 Marty Butler . Trans West Housing 47-.1.20 Dune Palms Rd., Ste. C . La nu nta, .CA 92253 Refer..enceI Griffin Ranch -.Entry Water Feature Dear Ms. Butler: Fax: 760-777-4308 Thank you. for in.eeting with us the other day and giving The Site. Development Studios, lnc. the opportunity to join your project.team. The information that follows is a recap of both proposals with the additions discussed in our meeting. Plan,reference for construction of the Grifl�ll ' 'inch Entry Water Feature: •. Waterlscapers dated.5-22-06 •.. Con Shan PDF (.dated 7-24-06) North &'South bridge. crossings' Our analysis of cost is submitted as a• single price (schedule of values to follow) to construct the lake, • stream, cascades and GrR'C . rock outcroppings, lake edges, bridge foundations/bridge component placement or. setting (bridge furnished to location by others). At our meeting last week. we did, agree to include additional wall foun_ datiom. per structural engineering fumished to SDS (block &. finishes by others). These wall foundations are interfacing the lake with one wall foundation.outside ot`the lake. As suggested in early diSCLMions 'we raised the northern. shoreline by an additional 2' and includo.d the cost of the structural work and the GFRC rock edges and outcroppings, V0 ��p - ru..v.. � . t L :IYJ-JCJf.7-Y:JJO I t. Foundations for walls and bridge: will be excavated by SDS . frorn compacted., engineejed. fill placed and certified by others. Scope of work also includes: • Fine grading/shaping • 20 mil PVC membrane lining system • Texaged, reintorced, colored :concrete: shell. over liner • Eroded simulated soil lake edges, Turf edges per plan • Structural/GFRC rock edges per plan • Bridge foundations (North & South Crossings) • Bridge`componentplacement (components furnished to location b.o.) . • Footings for walls adjacent to & outside of lake (block & stone cladding b.o.) • A recirculation (water.fall pumping) system per. plans • A high rate .sand f i I ter system • All equipment within a buried vault The GFRC and boulder rockwork that creates the waterfalls and the raised/retaining shorelines and the clusters of rock occurring around or, along the pond and stream edges includes cobble within the feature over a percentage of the feature .bottom. We have assumed that the more vertical f aces would he constructed of cast artificial rock (GFRC) to resemble a stratified ledge rock, bedrock geology. This item includes the concrete, structural wall necessary to achieve the vertical retaining. Loose pieces of rock such as the clusters at shorelines and as decomposing portions of Waterfall formations.an.d lower rack retaining structures wou.ldbe natural rock. Cobble will be broadcast or clustered over 25% of the feature bottom surface. With reference to the bridge crossings-, SDS will provide for the excavation- of the foundations, steel reinforcing, foundation concrete, and preparation for the placement of the precast Con Span units followed by the liftvig and setting in place, boltirng and grouting the. bridge and wing wall pieces. 01 p. u� w Coordination for the aiming of the delivery of the Con Span parts is critical to the timely c_ rrlplction of the bridge work: We are .glad to .provide for that coordination in conjunction with the party that is purchasing the bridge span parts. Work by others includes supply* connections for power, water, drains;. permits/approvals; templates/anchors/.hardware; precast bridge.-arches/wing walls, delivered to the. site; roadway/railings and veneers. SDS has not allowed for any backlit( ofthe bridges or wing walls as. we believe the contractor responsible' fo' development of appropriate base and construction -of paving will want to control all . -the backfill to protect his Bmi shed. work. The price to install. the described bridge work in two locations is $320,220. This . price, when coupled with the 6/22/06 proposal for the Griffin Ranch. Entry Water Feature of $806,268 combines for a. revised proposal price of $1,126,488. Synopsis: Griffin Ranch Entry.Feature (6/22/06). North &•. South Bridge Crossings (9/13/06) . Revised Construction Proposal Total $.. 806 268 $1,126,488 The schedule of values for payment applications will follow along with a time schedule showing 4 month construction period with SDS conunitting to 50 .hour work week if necessary to meet the construction time schedule. Sincerely, Tbs; Site_Development 'tudios, Inc. I K7 iance C. Friesz �•us nd§s Development__ C: C:huek SheparcLson,14SA Design Group, & 760-7.73-9315 Yid It�,1••ISA Design (Troup, tk 760-773-9315 IliH.Ackeri)1n, Presidmit SDS 3 TRANS LWEST HOUSING October 19, 2006 Mr. William Ackerman Site Development Studios, Inc. 711. West.17' Street E-1 Costa Mesa, CA. 92627 Re:. Letter of Intent, Griffin Ranch Dear Bill, Please consider this a letter of intent on behalf of Trans West Housing, Inc. to contract with you for building our entry. lakes and bridges. We understand that the contract amount will be for $1,126,488;:,.:: We are in the process of preparing the contract and it should be to you sometime next week. In the meantime, you may proceed to order your job materials and have a comfort level that we will be paying for the same. Thank you for your cooperation in this matter and we look forward to working with you. Sincerely, TRANS WEST HOUSING, INC. Marty W. gutler .Division Manager . cc. Bob Haig, Operations Vice President Geni Mudderman, Purchasing Please Reply To: O 10721 Treena Street #200 San Diego, CA 92131 p:858.653.3003 f: 858.653.3001 www.Trans WestHousing. com O 47-120 Dune Palms Road, Suite C La Quinta, CA 92253 p: 760.777.4307 f: 760.777.4308 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5189 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 necessaryto 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 dean 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 responsibilityof the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be dosed. 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 dose 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 dear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the. proposed concrete gutter line and the existing road pavement shall be surfaced with ( " N/A " ) inches of A.C. paving placed on ( " N/A .• ) inches of ( " N/A " ) aggregate sub -base course having an "R" value of not less than (" N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A.portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the .existing road paving shall be two and a half inches. (2 %) of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. �. City .of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be fumished 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 (T) and vibrated using vibrostamper or equivalent equipment. Altemate 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. ❑ 1118 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 ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") 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.5189 Griffin Ranch / Tract No. 32879 — Two Bridge Foundations In addition to the standard pennit conditions, the following shall apply: L . 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. Trans West Housing, Inc. (Contact Marty Butler), 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 1st 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 (i.e. any 4 lane street) before 8:00 a.m. 6. Work within 500 feet. of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the 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 shall provide special inspectors for the bridge construction and any shop fabrication. The special inspections shall include but not be limited to Welding, Steel, Fire Proofing, Reinforced Concrete, and Prestressed Concrete if applicable. Reports shall be submitted to the City of La Quinta Public Works Division at the discretion of the City Engineer. Coordinate with the ,inspection staff during the preconstruction meeting. Special Conditions Page 1 of 6 PERMIT NO.5189 Griffin Ranch / Tract No. 32879 — Two Bridge Foundations 8. 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. 9. 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.- 10. 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. 11. Any land on which Williamson Act contracts apply shall remain undisturbed. 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 1-800422- 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 linesi 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. 15. The permittee shall be responsible for notifying the inspection staff of import fill and over excavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's phone number. If the imported fill or over excavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the special Conditions Page 2 of 6 PERMIT NO.5189 Griffin Ranch / Tract No. 32879 — Two Bridge Foundations Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the. locations of the work area. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 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. 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 to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material maybe used as backfill material .provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times- during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. Special Conditions Page 3 of 6 PERMIT NO.5189 Griffin Ranch / Tract No. 32879 _ Two Bridge Foundations B. Backfill materials shall be brought to or maintained at appropriate moisture content for. compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is. compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench.. F. _ The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or . previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shalt be furnished to the City. Inspector. 21. 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. 22.. All landscaping, irrigation, decorative. rock, decorative concrete, lighting, etc.; shall be replaced to its original condition. 23. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 4 of 6 PERNIIT NO.5189 Griffin Ranch / Tract No. 32879 — Two Bridge Foundations 24. 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 City approved 3/" max medium asphalt concrete as the` base course lift and a City approved '/s" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 5 of 6 PERMIT NO.5189 Griffin Ranch / Tract No. 32879 — Two Bridge Foundations 25. 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. 26. 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. 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28.. 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. 29. 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 0 e^ F Precast Concrete Wall Dovetad Anchor 9ols 0 16'o.c outside lace only to accommodate Stale Faring Decorative Raging, . I (by others). (See Dovetail Anchor Sot - - - 17'--8'.Headwall _ ._ by others I Detail this sheet). Dev. 46463 ¢ Wingwall Connection Plates I I Mi. ii ��Ti'mI ion' I l?��1i'mI i131 �mI M. Imf i Ion' �� 'mI ion' I ii i n'm' imI I iT��7i ImI i' I' i?�� iri �° �^t) �I I LLL I W I I Lu I J J.I I I al I� W I W I I I 1441 � I W I I U1 I LU I I Dowtad anchor slot w/channel, spaced m at /6 ac I r a I i D `. j I 1 4 C. I I u I I DOIVEMIL ANCHOR SLOT DETAIL not to scale i I o TAMing o I ( w rev. 474.50 oved Invert o I I I c I Oev. 474.50 s I I r•+i r• a a•±n I Primer Compatible - L 1 _____— with Joint Whp 7/8' x 1 3/8' Butyl Rope «_:,_� _ — — — --14 T o/ Precast -------� J -------~—�------1----------�-------� ePre t7-� eafto or ftbber 0 16 -O' Span - ' c N- OVed bottom, n iy `.... .. .. '...." UPSTREAM END ELEVA 77ON by others Precast thidge Unit TYPICAL JOINT SEAL DETAIL 1 not to scale 11 I ¢ 8" Dayton/Richmand h /merge face of I'-Z l/Z" Two Bolt preset anchor precast bridge unit for 10 x J' bdtx8 rich - 1" x 10' x 14' Galv. Q (P-1) � � p ) Precast Headwall ¢ 8" Dayton/hlchmmd (PW-1 Joint Seal Two Bolt preset anchor :.:... , `�i:..c,; "; `..:�; ;;.;p_;,. Decorative Raging, Bddge Limils - 24'--0 1/2' (f)p. between Units) Inc 110 x 6" )handed C .:..:..,e: aro �: ';;c .;.,. / v by others Rod 1 with Double Nuts--,•`='-i^'%•; `<'"- '' ¢ 8' Doytm/Richmand Note: Two Bolt preset anchor Connection R's (P-2) 4 10. 4See T}pinl Joint Seal 1o. moo, y -+ for 1'0 x 6" threaded must be positioned with Detail on this sheet Joint Seal between End Unit Rod (2) with Double Nuts small 0 holes toward j (t)p. between Units) and Headwall (()p.) Q WGalzasher 4" x 4' x I/1' ;%:yF, preaast headwall. Precast "'" L 8' x 8' x 1' x !0" P-1 Precast Wuhgwall " "; ..:: Wuh wall It Washer 4" x 4" x 1/2' Field- plied Epox Crat rag By Othe s g - Gale. (PW-1) 4 :.., , , ,...... _ 10' Note l 10'.>. Field -Applied Epox Coating, By Others Precast Wmgwdl I I.,. Precast Wfngwalf Connection Q's (P-/) must be positioned with Be)ound I I Be)rwnd small 0 holes toward V Paved Invert I precast bridge unit DETAIL ® Headwall 2b rev. 474.50 I DETAIL 0 Unit Leg 26r c/sl — — — — — — — — — — — — — — — — — — — SECTION D FOUNDATIONS ONLY '2' c/sl APPROVED: l' x 10' x 14' Caly. R (P-2) Precast A 9 Q Washer x 4' x 1/?' FOR CONSTRUCTION Ir I (PW-I) ¢ 8" Daytan/Afrhmcad Two Bolt preset anchor /a 110 x 6' 7hreaded��- Rod (2) with Double Nuts Precast - Wrngwall PW-I !0' Field -Applied Epoxy Cooling, By Others DETAIL 3 a p y C/SI Ist SUBS717UIE MYLAR This m)lar is identical to the m)iar approved by the Oly E,noeer on /Ol'1O106 except for the revisions noted hereon. Q'Field Applied Epoxy added to connection alotex _ u/h APPRONV BY CITY CIF LA OUINTA l ID of OIHY R A , PE OAIE PUBLIC S Dl C70R/OTY OVONEER R.CE NO. 45643 EM DAIS 11-JI-06 i O �• Ch �y 2y �v W� �y ti j a s CITY of LA QUINIA IQD CSfti- ti Plan Set No. a 13665 D / 7 2 Gl mw PAC CIS3 tatnas i Dowtorf Mahar Sots 0.16 as outside fora oofy to aowwrodots Shm Fmhg (by Oberst (See Dowtd Ands Sot ►r-L 4wd this sheen rmrr mime. mi mir�nmim llll �I1ll11.t11g11111 ICI ll11gILLIII1 Decorudw RbAV by others mimic n i n. mimn. mi vml tllll.11 Il:�� 11 I I.L�111,1111.0 IJ .LI1,11111J i1,�111 i r l I Ip rrri rrrr r�l rr IMAMS "If Z f B' Oayt-lvd and k sw Ian of 1-2 1/2' Tiro Bat preset audio /ar 1 *0 x J' tall; precast bridge unit (s' Pitch) � 8' Doytan/Rkfuacnd Z Tiro /reset modes. for 1*0 x 6 Threaded Rod (2) Pith Doude e MDsbd d' x I' x 1 Precast L D' x 8' x I' x 10' (P-l) %IO' .. Nofs' cbnwtlw es (P-1) must be posftbmd wftb smao 0 hoes towad precast brkw Wff DETAIL o unit Log 2a o r r c/sf f B' Da)tan/itkM%,7d —� Two Bat Preset moro ff for I 0 x s• 7fveaded Rod (2) Pith Double Nuts Pacost ffl we DETAIL I n, I � � 1 � rtn I _a ____ ______ _______J 16 bottom, by others to' Precast Nmodwoff d B' Daytod/Rfdmiand —N Two Bat preset aadror fd f'/ x 6' 7hreo*d Rod (2) with Double hDts 7t Ilh+gwa4 I'm 10' x W Ook B (P-2) PW-1 v Notes' a mention ea (P-2) must be positbned with smo/ I hoes toward Precast headeW. v j Nbshd I' x I' x IA' CaK (PW-I) DETAIL O Neadwo6 o r _..-i e f I' x 10' x a' Cdv. q (P-2) /! WX (PW-U x e' x 1/2' IT PW-f I fDfd Fogs i Dowla➢ and" slot w/danne( spaced of Isar DOVETAIL ANCHOR SLOT DETAIL not to soda Prins ccvnpotab with .,Dint WW 7/B' x 1 W &jt)1 Rgae Top of Aem y' Nfdr SM(" or � uut Q ifhp Rubtar . Z. Kpirecast &i* thrft 1/1 1JOINT SEAL DETAIL icht Sad Decorative fi& Bridge Limits - 24'-0 1/7' (tip between units) by others to' See T}pkd bht Sad 10, TI Q DetoP on Nis sheet rkiitt Sm a bmtwean tied unit (tA betwom thdts) �ond Neodwan (tip) Ningwa0 A I I cwf mgwd I I I Paved hvert I I Sex 47450 I I I I 11__1___________________L__1J SECTION o FOUNDA 77ONS ONLY APPROVED: FOR CONSTRUCTION APPROVED BY' MY 6F LA "TA O7NY . C1V P.E o4OA qY PtWC 1WS DRETOR/L7TY EiM? ��p R.CE Na 4sm M. DAT 12-JI-05 i W co ciW W coalm 185 a tan 13865 `YA QQ 10'-6 114' a {Yngwall WW1 or WW3 N y�6 2-0' 1' (dart oa,o tip 'y 80 �• .� ' � � �" �.'.:' g a A o �..� j9• 6-3• $ � \ N 9• I � m I $ iz sa 9' 3-0' 3'-6' E oQo I oa I F Ei_ o O i r I ub I � FE Cb 4-3 114'IF — fl A Y D• ii >e } I -e n� a �. 2a S• a moo• p — 3'-0' 3'-6' 8 a o •� � mI I =� 1 I _ — 19.lz e O O p I I � a � I 1 — ,o• o I I p r d o 1' (clout Is 10-6 114' Z I m Wingwall WW1 or WW4 n @ 1 H� � a 8•� N � "1 � o 4Z I Sz s QI^ os• � O n@8 z4 � a o a � � �7Q$ $ a• a as o D Rag o D C -D a o a": cn o m S C 3 0 3 z ti a� > Z 5$ '8 a 0 a a a _ NN 3 0 O $ ^ `z 9 M. � $� pp gp g 4 d LA OUINTA CALIFORNL4 Eno6wes� f 1102107 N07ME CON�SPAN a2004 fn6�ndm. O,��„bFde.ma�.d� ® ES$! Il��e-, ? maamrgamsrav® 9nrpmsys�m,em.Norv-arNs y e y t5 'yC _ S marvwmanrroana•,i/8araNni>$timacowsvwo Bnq�esMem+tm. nnY�reyoC�.vhna 8 ° BRIDGE.SYSTEMS � =A d �»wbmvmeb.sa✓aa n<+ea6e a oanm ea�6emm�f� MERV GRIFFIN WAY 9f00RasaenriBAd P.O..B=2W68 OaymBn�Onlnd5420.& P - 6 n NORTH CROSSING a(908)67S395L9 EXP"�,fi,a a 6 tl6�ooY. bee+eu 6e+VW Nmmeooneroemw 6oHmWOauama aon amasaawkpog oseeg aew OeYm.)ft M1 OH (997)254-1239 (A77)1611t466FAX * is a'+'�Pa*rtw6e�,amemCQY/SPANB&i�ie S�mnuL64 h+mbb+M'4rieewaatin dlMmep7n. y 8j Cl-Wa. NC. (700sm-BIY0 (70f) 5c8&Bb86FAX Pl �%7( p��' �P 7 Zamw N® 6Xg7e SysevruLni eagabmtid3'bMCustY++msmmiiamrate rlMmetWn slgmsOganrcs S----,-A04 (916)787.8701 (816)787.6719 FAX of CAI\f %POAMPANp mq Sptembpmrmegan artwepemab, p�hwpvdrp¢MT.eemertr, AbW,, NY (618)971,V71 (5f6)371,id77FAx REVISIONS Dowtol Anchor Slots 0 16 ae outside loon c* to ammrmodate sta t fochg (ey oft* (sea Dowtal Anchor got Astol thts aheef� rmrr�mim mi � LL11 � I Lll11 l I WI I I I r: n t r Dwyfm/IYxVmmd kaft fam of 1-2 1/2' Tiro 8011 preset anohar kr I's x J' bdt$ (6• pftM) f a' Do)fao/Rkixnard Two prase! mcha• *0 x 6 Ofrwoded for 1 x`r -:.�. �.'• ..: �'Ir' :��_ 6 Rod (2) WO DoWk IW Wbsher I' x 4' x 1 PMcowt - ; y( [ Ca1v (PW-1) Whgrwf L 8' x tY x 1' x 10' (P-f) 10' Note camodkn Q's (P-1) must be posittmed ritA Wof 0 hdes toward promst bridge WWI DETAIL o ult cog 2a o r• r c/37 1r--6' Naad*4 t0l"t 41M 10 mn. mimmimNlllilllWJJU1� C 8' Do)tm/A/ohnmd ----q Two Ddl preset mdW fir IV x 6' Wooded Rod (2) wtfb Double Nuts Recast MV04 11 DecawNw Rolhy by others ¢ Wlbgwah' Conneat&n ROBS I rr mimn. ml rr�m 1 ,1I tJ1111.1 LUI Lulu 1Mil DeawaDw Raft by others Prow: Omen I L—V11, `.filar foam I(al >�t) I owtola d or slot of 16 as DOVETAIL ANCHOR SLOT DETAIL not to =do units - 2I'-0 t0' .See T)pod dabi Sed Owtal on this sheet (bp. betwe- (belts) abt sod 01 (tA &-hem LlhIts) fteast WL,gwaf i i Beyaod Paved tnmvt DOK 477.50 I I L__________________J___IJ SECnoN E o r .• r C/sl 1' x 10' x W G&k at (P-?) PWI-1 _ Note " Omwtfm Cb (P-1) must be posubw with -' smal 0 Ades toward y, pm=t headwol ( Mbsher <' x 4' x 1/2' ;. Cdv. (PW-I) fbecmt Whgwaf C 6' Da)fm/Rkhmmd two tldt preset mdhm for 110 x 6' flxaodod Rod (2) with DooNe Nuts fiaeost• Mhgwarf 1' x 10' x 14' Cdv. R (P-2) PW-I t WbmNr I' x I' x 1/2' cab: (PM'-1) ftinar cm patare wRA Vbht Nigo 7/8' x 1 W btrt)1 Repo rqD of Pmcost Q W * seal" a Wdge Gh/t y. *W Rubber Prmcad &tdge as TYPICAL JOINT SEAL DETAIL not to $aole .bht Sod between Fnd (hilt and fleodwd (t)p.) FOUNDATIONS ONL Y APPROVED: FOR CONSTRUCTION DETAIL o NeadwoxDETAIL o r r C/SI o Y r C/Sl AFFRMED Br. aTY Or LA QLWrA fa 2 6/0(, cltYdtACUVNU 1NY P.E DATE PIAtI�� PUetfc aRfcrzw/aTr avahrEER R.Gf. NO 4580 EV.. DAIS 12-JI-06 i