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2879NOTE: With proper validation `this form constitutes an encroachment permit CITY OF LA QUINTA 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 DATE: January 12. 1999 Subdivision Improvement Permit — Class II I Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION bred Waring & Wasbineton Street (Street address or Description of Location) PURPOSE OF CONSTRUCTION Traffic Control Svatem DESCRIPTION OF CONSTRUCTION Traffic Control. on Fred Waring b Washington St. DIMENSION OF INSTALLATION OR REMOVAL Fred Waring on Wanhinqton e^atCbound 1/2 mils SIZE OF EXCAVATION, IF NEEDED N/A APPROXIMATE TIME WHEN WORK WILL BEGIN 1/13/99 APPROXIMATE TIME OF COMPLETION k/15199 ESTIMATED CONSTRUCTION COST $ 700.on (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) Sketch (attach construction plans if appropriate) SEE ATTACHED CONDITIONS '5r=C A-174CN. C D, C.IF77-61Z- 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 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. tSignature of Applicant or Agent Jacobson Construction 74--894 Lennon P1. Suito B-1 Palm Desert. CA 340-0194 Name of Applicant (please print) Business Address Telephone No. some Name of Contractor and Job Foreman Business Address Telephone No. 650389 Contractor's License No. 3026 City Business License No. HRH Insurance Serv. B168146122 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 Permit Fee Penalty Cash Deposit -Surety Bond If required TOTAL: 100.00 $ 1 100.00 Receipt No. Received by Date 87 "' PERMIT VALIDATION PERMIT NO. 2879 DATE APPROVED 1113/99 EXPIRATION DATE 1/19199 DATE IS13/98 By C.//�/!af/ JAdministrative Authority Recorded by 11 Telephone: (619) 777-7075 DAILY CONSTRUCTION REPORT DATE .3- 2 3- 9 9 Cr �vwy S M W TH F S � OF 4 I,a DAY V t�l SEAT HER Protect y / Job No'. TEMPERATURE lien Contractor, WIND Project Mgr. HUMIDITY Brite Clear O ercast Rain Snow To 32 32-50 50-7_ 0 , 70-85 85 up Still Moder High Report No. , JKfofer Humid AVERAGE FIELD FORCE Name of Contractor Non -Manual Manual Remarks VISITORS Time Representing Representing Remarks EQUIPMENT AT THE SITE CONSTRUCTION ACTIVITIES iv Icy C CIO s D- 3 _2 button: L .Project Manager 2. Field Office Pagel of Pages 3. File 4. Client By:. , Title JACOBSSON•ENGINEERIN PAGE 02 01/12/1999 15:51 • 760-340-1574 7607777155 CITY OF LA UJINTA PAGE 01 ._-•-•------------ ----------------------- ------------------------- AIMLit altn pirlM tMllMlaf � , 1 All Jv " ftrMI&M Ill. CITY OF LA OVINTA I* k A► MATION POA 010IMI7 . IV K WORO CONSTRUCTION (INCROACNMINt) Fw Of oanlhvltlen of vv ►.atq ewb1. d:lve"vt. O.MIn/„ 1. 040WO&t, pwIlIfy left. SM*S. ts416? IWM and otw If%# WMb wotkt im IvwMDntt Mpenrdlonwlln M1140111 IM►R0VI1dA9M" one AIFNOVID oUIVIVISM" 01 / 1 2 19 ® lotovwv+ l V O N MM AWWO — Clta 111 .....-�— o�ra: aring & Washing1ron��"rleefl`�Iv LOCATION OF Cow"IX 110 i 1'°°"'r"~WO'� ~`Control Sytt bl, .1o[t alw� ee»tnuetle" our U weeeN.ul ruN/�l tIP CON�TIWCTION ja�f�c n ' �ouna12ni1Ye$'699OFfuCAVATION, 4k 11au alai" — — / ION N1 ( OF OWTR C d+MElw1o11 or 1"/TA�u►r10 OF NE AAAOXIMA" TIMI00 INtl11 AmIll"1MATE TrM ON,CpMFI. alTWINU cafgvNucTloN 0 (en.AMwo "W*v 1 of Mf pftoyggl wq/wI11t, IRF #MIS. 116W101.4 tesw' isI" 1 ter 04*4 ItBMwety l rMs. ptM» &Whi tfif Octal IM 0"K*r 0hlfI 1R owlN/Itltlfln N IItO rMtM1 M a FLrMfq tH► /Iy�lIEIRt IIIMKf flrtM �: . 1"ft It 0~ tN twt Mt . N. .A.rIM tlnKt. �IMrw; •tv.tttwttY.vt t..t wttMttM, AtrAltr tnw. Md 1111MN twy Mt) �f m%MUw, f4ANRNt r tte . l #mom **" or twN Al"iM ISM 4.0" My SWOM, 'on t. 601W w pwww► v. pvwt " • hspwpt or OM MIN o 0 flit. Ault M oft tAA ytMtlfilM YMM 1At IMIMM IrtnW M•v+M a wM ./enaNtM. MaRIN ea. ��tl.fpwlM M 11p1 Mnq•gr HW hpR M trtww M M tYVI/ldAttl w11 oMl M farltl, ftvwv .M rl "411ti1dM7 *IV ue'a", tIN It"" W 0 ON is of the pop" -f" oil 4M11111M Mus 6d "Oman of 11ot d4.f tI �/ Iw1 " y�� M/AT Jaoo?esoA To"S .�mrw embdov t1 ISM M 1 r.N mob..• uct�on �� 74-894 Lennon P Ste. •B-1 3� �✓„ Palm Desert, CA 92260 111p O!@atAppMom4t4ol� 760 340-0194 qMN of Me1MMt 101»/0 IlWbrM Ad&M TAN Ne, Same as above o er Lb -.:,Croix ftn" of COMtMNI 4" pr F64M at,1l11tf» AiAfwt TMlplwnt Mo 3026 650389-A City t146122 k'W"M No. awar w1 u"M no, I su nce r B 9 6 llpliwrr'1(g1lAtlti CNMaN1Y Fa11N MYnIMf FtEOb �IA111v1Y6111 M — C11a QI . FIANI M11ppWAWoek*% M It1waw evfty MlM "M AI/1a Utt//uwtwnll' N etlLtt0lfrr iMrottYleNn eM1t 1n,41 iM1>r11� fl rr►fM » cw.1V: t�111MtliiM r8!I,rr 2174 II14rvllotr» a FEIIrIIr v�tue�+eN IM1MI1 FN / MNMIt NO. � OATS ANIIOVisO ., I.....- 1 �' �- CWt Owewrfuf�y M� � y MffMllfffr ax►IPATION GATE n TOtAI t VO ic} q DATAA! ulo NItHMta AY .Oet'r �++ Aeawffuntlw ytfAwNv t MM11lt h1 0114 Trf•Td16 SPECIAL CONDITIONS --PERMIT NO..2879 --- Jacobsson Construction =-- In addition to the standard permit conditions,,the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance, 10 §.1 (part), 1982), all -work shall be performed in- accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Jacobsson, hereinafter referred to as "Permittee",,shall .be responsible for providing continuous dust and erosion control: 3. 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 § I, 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 1st to April 30: Monday -Friday :7:00 a.m. to 530 p.m. Saturday 8:00. a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday , 6:00 a.rn to 7:00 p.m. Saturday 8:00 a.m.-to 5:00 p.m. Work shall be prohibited 611 jegal 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) 275-689.4 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 _r-e'sponsibility;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'traffc 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, if required, 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 No. 2879, Page 1 of 4 8. 9. 10. 11, SPECIAL CONDITIONS --PERMIT NO.2879 -- Jacobsson Construction -- Pursuant to Section 14.16.290 of the La 'Quinta Municipal Code (Ordinan6e'10 § 1 (part), 1982), street closures shall not be permitted: — A minimum "of one fravel lane `of paved surface shall be maintained with flagmen at all times: . 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. 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. 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 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 Pennittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill.bperations.. 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'lnspector.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 shalf 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 depthof 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 depthof 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. Special Conditions - Permit No. 2879 Page 2 of 4 ' SPECIAL CONDITIONS= -PERMIT NO. 2879 Y, --- Jacobsson Construction --- F. In subsequent lengths of trench, the frequency of compaction tests `shall. equal one per each lift -- —.F —of backfill', per4300`linear-feet-of-opewtrench; at -randomly -selected -locations -within the open - length of trench. . G. 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. H. 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. i I. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all testresults 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 (Ofdinance 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 conformto the following .. ..._.._...condi.Lions:-,_.___��___:..------.._._.w_.� __.__._._.._._._.:_:..._._._ .�._:.__.._..____... • . _ .._. • , 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.mithin 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: 16. SPECIAL CONDITIONS--PERNIIT NO.2879 --- Jacobsson Construction--- C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium _.asphalt concrete as the base:course'lift--aiid a City approved'/z'-max-medium finish course lift for capping.. Asphalt concrete mix design shall'be approved by City prior to its placement. D.. For transverse trenches across improved streets, the existing pavement surface, three (3) feet on either side of the excavated trench, shall be -cold -milled to a depth of 0.10', with a "butt" joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. E. For longitudinal trenches within improved streets, the existing pavement surface, through the lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint created.'along each edge of the cold -milled area, and a new 0.10' lift of ''/z" max medium asphalt concrete pavement overlay applied throughout the cold -milled area. F. If grinding and capping operations. are not performed in the same day as base paving operations, the -base course lift of 3/4" 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 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.. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior to commencement of any construction at (760) 777-7075. Permittee shall stabilize any soil that was, disturbed (shoulder areas, etc.) as a result of work performed under this permit with an approved dust control treatment. 18. , Pursuant to Chapter.12.56 of the La Quinta. Municipal Code (Ordinance 10 § 1 (part), 1982) the'.City. ha s•-designated-certairrcity.-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. 19. The City of La Quinta-reserves the. right to revoke, suspend or void this permit at any time. 20, Letter dated January 12, 1999 from Chris Vogt, Public Works Director/City Engineer to Jerry W. . Jensen, M4H Construction Co., Inc, is. hereby incorporated and made a part of this permit. Special, Conditions - Permit 14o..2879 Page 4 of 4 of ��`' • 78-495 CAL'LE' TAMPICO LA. DUINTA, CALIFORNIA 92253 - (760) 777-7000 y TDD (760) 777-1227 a ; January 12, 1999 VIA FACSIlVfIL,E (760) 772-1581 Jerry Jensen f HMH Construction Co.,• In_c.. , 330A Wood Road Camarillo, CA 9SO10 RE: t Southwest Community Church Project -Request for.Variance `on Construction Time, for January 14 and 15,.1999 Dear Mr. Jensen: " `On •January 12, 1999, I received your letter in regard to the above referenced subject. Due . to the fact that the Bob Hope Chrysler Classic is scheduled to begin next week, it is more advantageous for the community at large that your woik is completed in a timely fashion. In your.,`request, you state that your 'work will be dompleted�.on January 14 and 15, 1999 . regarding the storm'drain crossing for the Southwest Community Church if you were able to • work during peak`hours of tiaffic. You further stated .that by restricting the work to non- peak hours, your work would take five days instead of two, which is a greater impact to the r community. J Your request for variance of the permit non -peak construction hours, from 9.:00 a.m. to 3:00 - • p.m. during week days, has been granted for January 14' and 15, 1999 only:' This variance is, ,- grantedcontingent on the following: •i": 1. 'The traffic signal at Fred Waring Drive. and Washington Street will remain functional throughout the duration of this project. At no time will this traffic signal be placed. on red flash or turned off and controlled by stop signs. ' F ' " 2' Your traffic control plan shows that on January 14, 1999, there will be no left turn movement from westbound ]Fred Waring Drive onto southbound Washington Street. Your traffic control'must indicate a detour in advanceof Adams Street indicating that y no left turn on Washington, Street will be allowed. This will provide motorists the opportunity to utilize Adams Street and Miles Avenue or Adams Street and Highway 111 in order to access southbound Washington Street.. Your subcontractor, JEC, indicated they may be able -to provide left tum'movement on both January-14, 1999 and January 15; 1999. If this movement is provided, the detour information is not required.. `.' T:\PWDFFmAFnvorrjz TERmi999woii2wpd MAILING ADDRESS `- P.O. BOX 1504 - LA QUINTA,' 'CALIFORNIA 92253' JACOB S S ON ENGINEERING CONSTRUCTION, INC P.O. BOX 14430, PALM DESERT, CA 92255-4430 " PHONE (619) 340-0194 FAX (619) 340-1574 LIC. NO. 650389 TO: —tP E_ G j -r --e 0 T~ 'P,�:/+, is V, t rl_ Tea- . . ATTN: } GENTLEMEN WE ARE SENDING YOU ❑Attached ❑Shop drawings ❑Submittals, ❑Copy of letter ❑Change order LETTER OF TRANSMITTAL DATE % �' CONTRACT NUMBER SPECIFICATION . NUMBER SUBJECT Sn i� 7 4J S i^ i r Jl ii1.r�) I f �• l T-L 7'J ❑Under separate cover via ❑Plans ❑Samples 13 the following items: ❑Specifications COPIES DATE NO. DESCRIPTION TA- >-V >` ..T .i C P.o _ `ram l� [ rt Z S 0 &C__ .s THESE ARE ANSMITTED as checked below: - or -approval., ----❑Approved-as-submitted---❑Resubmit- - — --copies— ❑For your. use ❑Approved as noted ❑Submit copies for distrubution OAS requested ❑Returned for corrections ❑Return corrected prints []For review and comment ❑ ❑FOR BIDS DUE 19 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: . N N0�1� 8�8�Ii�1RAF�CDBI0r8JIF�AD1l9EIILL AoviE .�� $T w E • : bb�pleoed�i _ �' #-I m Fkod 210 t■edarVhw—TL ROAD S CONSTRUCTION ' DETOUR t #iQnFmd 2902wddAdl6i8L AHEAD AHFAD I r RIGHT LANE _ ' > CLOSED ROAD ` I AHEAD. CONSTRUCTION t e ® .. • AHEAD . FM WAKING DR _ 4-1 je • y Y-y - - KEEP .ROAD .• LEFT LANE 25 t ` CONSTRUCTION AHEAD < CLOSED AHEAD • RIGHT '^ �. - CONSTRUCTION ^ Affibm— —A .. r. - I =- AHEAD • ' ��1 gi mm anVAN11�= wdq 77 Erbo�ld lrl��l'�nd �Mr 011 rIr,p1� Fred Waring 80 FT west of Washington Name Nwim PHASE 1 ■■ N ( Pftm CahcadN Traft Corad Cm4acMr T • 1A�rf�glo ; alb - Jacobsson Engineering Tops N'Barricades, Inc. I ahme heat Mffrd- Dab I (760) 347-2111.. 1 of 2 1 /8/99 mpa�w BY - tt Ron Fifield ,. . WA%l6M V. ROAD S ID b PhIm li ' CONSTRUCTION 1 0019d � � tmddWIIWTL AHEAD ;# ' KEEP aono • KEEP - <*> CLOSEDCONSTRUCTION AHEAD F . '' "' RIGHT , • � RIGHT 'r `— -- ,,-----'oil--- r---.---- ---~ — a V ems► . -------- --- . ---- -- ---- •-- �. -� r.. APPOKW *-. - 'ROAD RIGHT LANE R I _ ■ CONSTRUCTION CLOSED 25 J AHEAD AHEAD s r ' AHEAD _' _ - - • • +.. .. +. I ROAD • CONSTRUCTION r w R Nam • Trift IN I The � a�r afl �►� ^- .� _ . Fred Waring 80 FT west of Washington ooeilp a� rt*r��ma' I PI film N ' PHASE 2 11Mirfiipioin rr■ t►� Mnr PAne CmtreCer Tteflic Contrd Canhatlor Jacobsson Engineering Tops N•Barricades, Inc. I . Phm meet Naroer D� (760) 347-2111 , 2 of 2 1 /8/99 Ron Fifield u N - I WASHINM ST' w -`vim >r8�Ii�pMAftDBIOr AEM UEALT. RMMjF I ROAD • S y CONSTRUCflonFedTION ION y #2whadYMm tdAd■ 8L I - KEEP KEEP [;G7�JHT- -:. ♦ ♦ ~ -------------------.- -----� - LEFT LANE ' ROAD CLOSED CONSTRUCTION AHEAD AHEAD - ® ��' j. t x ROAD. RWDWowc LANE CONSTRUCTION RIGHT LANE 25 • Lo8E I y AHEAD CLOSED T AHEAD DETOUR •�„ -.. _ : ` . �� - • ; - — I ~ • AHEAD - t .. ROAD - CONSTRUCTION y — V• I AHEAD ---I�LT--- -- 00�►1NFOF- - - - -- - - Lam, . 1Ii1i.wMA I Fred Waring 80 FT west of Washington . OUPLARPAMLT. a - I Rojecl Nrne .. P� rdmtier t �ME Fi4reContractor Tret5cContrdConeaclor ATIOMM Jacobsson Engineering Tops N Barricades, Inc" - ( Pha. Sheet Ntare Deb(760) 347.2111.. 2 of 2 1 /8/99 L I Pmpamd By Ron Fifield