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2078t• � NOTE`;_ With proper vaildation .this form constitutes an h encroachment permit t CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) - r For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains tand other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS i1ATE: 2/24/94 LOCATION OF CONSTRUCTION Aveui50 and Eisenhower Dr. Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV (Street address or Description of Location) PURPOSE OF CONSTRUCTION Abandon water lines in Sketch (attach construction plans if appropriate) Ave. 50 and Eisenhower Dr. DESCRIPTION OF CONSTRUCTION See attached Conditions and Plans DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 3-1 —!a q APPROXIMATE TIME OF COMPLETION 9_50_q ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) 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 their su t of this work. CVWD Name of Applicant (please print) Business Address cant or Agent Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. 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: -V. Receipt No. ;;Received by Recorded by 0 $ 0 Date 2078 PERMIT VALIDATION PERMIT NO. 2078 DATE APPROVED 2/24/94 LA ` EXPIRATION DATE H —'30—q LA DATE IS • UEDZ ' ` S `"1 By 0./ZL_Z_ Administrative Authority TELEPHONE: (619) 564-2246 I 0 i J i NOTE;, With proper validation this form constitutes an CITY OF LA OUINTA encroachment permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lou, sewers, water mains A nd other like public works improvements in connection with MINOR* IMPROVEMENTS and APPROVED SUBDIVISIONS r < Z L _ Subdivision Improvement Permit —Class I I I DATE: Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION (Street address or Description of Location) 5E OF CONSTRUCTION AITZ w )6_5 ,1 fJ Av E 570 DESCRIPTION OF CONSTRUCTION r� n•! IG1li+-7w� DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN �N t ow tvo2 .O/Z Sketch (attach construction plans if appropriate) S€F� .4T�� l -+r (� I Tc o �S SWL- pLA-j5 APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees W. 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. Signature of Applicant or Agent 1� VA:> �, 0. �VvX lOT3 6A�--61CCu-atr 9Zz31P ((ts, .�98—ZCQS( Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No., Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III 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: $ Receipt No. Received by Date Recorded by. PERMIT NO. 270 DATE APPROVED !a 2 _0q 9y EXPIRATION DATE DATE ISSUED By TELEPHONE: (619) 564-2246 Administrative Authority t f GENERAL CONDITIONS --PERMIT NO. 2078 --- CVWD --- In addition to the standard permit conditions, the following shall apply: 1. All work shall be performed in accordance with the latest edition of the Standard Specifications ' For Public Works Construction. 2. 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. Contractor shall comply with the local noise ordinance. 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 including Sundays. 5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road access to any public or private street and for any damage to other City streets or facilities. 6. Permittee shall submit a traffic control plan to the Engineering Dept. for approval prior to starting work. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards. It shall be the permittee's responsibility to detour and barricade this site. 7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be maintained with flagmen at all times. 8. If the work is to be performed by forces other than that of the utility company the contracting company shall apply for an additional encroachment permit and pay the appropriate fee. 9. Permanent pavement replacement section shall be V greater than existing. 10. All landscaping irrigation decorative rock etc. shall be replaced to its original condition. 11. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. Special Conditions - Permit No. 2078 Page 1 of 2 GENERAL CONDITIONS - PERMIT NO. 2078 CONTINUED 12. All work shall be coordinated with the City's contractor and others working within the area as directed by and to the satisfaction of the City Engineer. 13. 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. 14. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all base material shall be compacted to 95 % relative dry density. 15. When work is within 500' of a signalized intersection , the permittee shall notify Riverside County Signal Dept. at '(714) 275- 6894 or Caltrans Signal Dept 'at (619) 688-6845 as appropriate. 16. Site clearance of 600' in either direction shall be assured and maintained at all times. 17. Street striping that is removed due excavations shall be replaced by the permittee at no cost to the City. 18. All excavations at or near the travel way shall be backfilled at the end of each work day for the protection of the traveling public. Special Conditions - Permit No. 2078 Page 2 of 2 SPECIAL CONDITIONS --PERMIT NO. 2078 -- CVWD -- In addition to the standard permit conditions, the following shall apply: 1. Provide excavation detail at each tie-in showing in cross section; depth, width, length. 2. Fill abandoned line with slurry. 3. Structural section replacement shall be 1" greater than existing (4" A.C. over 6" CL II base). 4. Submit A.C. paving contractor, and A.C. mix design for approval. 5. Provide traffic control plan per watch manual, submit to City for review prior to work start. 6. A.C. replacement shall be 2' greater than excavation line. Final limits of A.C. replacement to be determined by the City. 7. Provide 2" service at each location where tie-ins cross under median island. 8. At permittee's option C.D.F. to be used in lieu of standard backfill and compaction methods (SSPWC 1991 Sect 301-1.3) not within roadway structural section. 9. Fog seal all A.C. cuts and all new A.C. placed by the City under Project 92-10 except for sliver cuts to accommodate median island construction. 10. Restore all striping per plan, submit striping contractor for approval by the City. 11: Replace any damaged curb and/or curb and gutter as a result of the District's abandonment operations. 12. Transfer any services from abandoned 10" water line to existing 12" water line. = ssvilo m COW(r(CQ5 F-62 C VWD • I s - T�'P • � 2r�G�-� - 1 l5 sT - L sic �€►.Ir I W W W xxx N N W ` N O O I ^N ^Ma •" aaa � AAA CHH i . .a I �PeOOC eYCAVArTlDj Dl✓!,NIL, FACk TIE-10 '54oW of O, IQ CaOW ZFECOOM,, DEPT14 I W I D T N LENJ6 TN. Z) FILL agA►JDoIJED LItJE V4RA SLUM `l • 3) 5EZTI0KJ V-ERLAC EMErr 5EAALL 51✓ F" Grz.I l Ell rt A*-1 F-xl,5TW C-► (4 it AC ©V&C (o" CL_ 1L EAZE) 4) fVl5XArT A.C, PAviQ�, 0-ooTeAc. DR- AKI.D -A •C. MIX DIP55I(it,,t Fo IZ AMOVAL 5) PRMPG TIZAFFIC CANTf2 - PI-Ah( pEfL WArC-+ 06L I SubMI r TD CITY • o rL P-CW I EW P2►O r? -M W O AC 5TAC .. (o) A -C,. REPLA CNAE.IT OAALL 5€ ?' Gi2EATEP i kW EXCAVATIoIJ LI QE , FIQAL UM1TS O F Vu-PLACIAE.,�-IT To I5 �3Y THC G (Ty. -7) P12ovIDe Z" SF-vicrr ® eACN LOGATIo" WFtEIZC. TIE - I Kjf> G90S5 UrJPElz Mf-DIPJ IPJ ISLAND. • �� y4T1 ' PEwrTEt%'S op' Ipal C. D. F. 1-0 &E US F-O rtil LIEU 0 1;� 5TAKA;A -D &AC.kf 1 LL hN fl e OtiAVAt I vDFel r/� �Tt�o 1�s C5 S �cvC 1991 SECT NbT- UJITI-I.11J WADwkq sT(tucrvML SWTIpr4 • • ' , 22-141 22-142 50 SHEETS 100 SHEET$ • . AMPAO 22-144 200 SHEETS 4� 0 c► Tz. d I rn Cy Q a o o R o 3 z =+ o � za z 5 -7 c&t,/ 4 4 " 78-495 CALLE , TAMPICO — LA QUINTA, CALIFORNIA 92253 - (619) 777-7000 FAX (619) 777-7101 January 27, 1994 Coachella Valley Water District Post Office Box 1058 Coachella, CA 92236 ATTN: Patti Schwartz SUBJECT: CVWD PROPOSED ABANDONMENT OF 10" WATER MAIN IN AVENUE 50 AND EISENHOWER DRIVE " RE: ENCROACHMENT PERMIT SPECIAL CONDITIONS Dear .Patti : Attached please find our special conditions for the subject project. As always, works performed by CVWD forces can be done under a "no cost"' permit and work performed by -others will require additional fee permits. Please be advised that the district or their contractor will also be responsible for compaction and material testing in the field to the satisfaction of the City. Very truly yo rs, J n Freeland ssociate Engineer JF:tb cc: Dav_e Cosper TH t.or Guzman I MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 SPECIAL CONDITIONS --PERMIT NO. XXXX CVWD -- In addition to the standard permit conditions, the following shall apply: 1. Provide excavation detail at each tie-in showing in cross section; depth; width, length. 2. Fill abandoned line with slurry. 3. Structural section replacement shall be 1" greater than existing (4" A.C. over 6" CL II base). 4. Submit A.C. paving contractor, and A.C. mix design for approval. 5. Provide traffic control plan per watch manual, submit to City for review prior to work start. 6. A.C. replacement shall be 2' greater than excavation line. Final limits of1A.C. replacement to be determined by the City. 7. Provide 2" service at each location where tie-ins cross under median island. 8. At permittee's option C.D.F. to be used in lieu of standard backfill and compaction methods (SSPWC 1991 Sect 301-1.3) not within roadway structural section. 9. Fog seal all A.C. cuts and .all new A.C. placed by the City under Project 92-10 except for sliver cuts to accommodate median island construction. 10. Restore all striping per plan, submit striping contractor for approval by the City. 11. Replace any damaged curb and/or curb and gutter as a result of the District's abandonment operations. 12. Transfer any services from abandoned 10" water line to existing 12" water line. a e MANE C ESTABLISHED IN 1918 AS A PUBLIC AGENCYQ{C 61 .(t' RMIT Pi 1 COACHELLA VALLEY WATER DISTRICT POST OFFICE BOX 1058 • COACHELLA, CALIFORNIA 92236 • TELEPHONE (619) 398.2651 DIRECTORS OFFICERS TELLIS CODEKAS, PRESIDENT THOMAS E. LEVY, GENERAL MANAGER -CHIEF ENGINEER RAYMOND R. RUMMONDS, VICE PRESIDENT BERNARDINE SUTTON, SECRETARY JOHN W. McFADDEN OWEN McC00K, ASSISTANT GENERAL MANAGER DOROTHY M. DE LAY February 22, 1994 REDWINE AND SHERRILL, ATTORNEYS THEODORE J. FISH File: 0429.09 John Freelan City of La Q i to CITY OF LA Ql1d'�TA 78-495 Calle ampico La Quinta, California 92253 F F B Z 4 19911 Dear Mr. Freeland: PUBLIC WORKS Subject: Abandon 10 -inch Water Main in Avenue 50 and Eisenhower Drive This is to let you know that the abandonment of the 10 -inch water main on Eisenhower Drive was approved by the board of directors on February 8. We plan to perform the work in accordance with your requested specifications, copy enclosed, with the following exceptions: 1. We will not fill the pipeline with slurry since we are confident that there is no risk of it collapsing. It is our general practice to abandon old mains in place. Collapsed pipe is not a cause for concern since this pipeline has more than 4 feet of cover and will not be subject to concentrated loading. 2. We plan to perform paving with district forces. 3. We will provide 2 -inch services at median cross'ng at the city's expense. l The cost of each 2 -inch meter and service is $1,650 �e�Atti IrA(I L INIVOIG C,ITI/ We will inform you of our construction dates. Tentatively, we plan to do the work during the week of February 28. Thank you for your cooperation concerning this project. If you have any questions concerning this project please contact Patti Schwartz, assistant domestic water engineer, extension 270. PS:sv/e9/john Enclosure/l/as Yours very truly, JO'w66, - Tom Levy General Manager -Chief Engine TRUE CONSERVATION -USE WATER WISELY '' t � � - � +a � , �j 1 � � r h �� +a July 6, 1994 T-itT " 78495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 - (619) 777-7000 FAX (619) 7774101 Coachella Valley Water District P.O. Box 1058 Coachella Ca, Ca 92236 Attn: Patti Schwartz Re: Encroachment Permit No. 2078 Dear Ms. Schwartz: Pursuant to Special Condition number 9 and 10 of permit number 2078, CVWD is required to fog seal all A.C. cuts and all new A.C. placed by the City under Project 92-10, and restore all striping per the street improvement plan. Please have these outstanding items performed prior to closing out the Encroachment Permit. If you have any questions regarding this matter, please don't hesitate to contact myself or John Freeland at (619) 777-7075. Very truly yours, g,tt) Hector Guzman Engineering Technician hg cc: John Freeland, C.L.Q. -Elden Smith, C.L.Q. Permit No. 2078 file 1 MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 J l GEORGE H. CHANEY CO. Inspection Services TO: l✓' � �CI�D��" THE FOLLOWING WAS NOTED: • 7519 GATE JOBNO.� PROJECT DESCRIPTION LI N V45 :�;V , 1 CO TRACTOR WEATHER FROM TO HRS d -V " 30 TOTAL Z,. 7KAIRZ L_ 7 S r S 624opvi/:-,g� � �Fa'�241IL87V ©mss 3/:7& �� C2 7-057- - Goc�-✓�vs r cs 7 C'S elc� • !FJ2®& /Lf. -r. S� �csr'' ,ee��•��' tom` P s -z ��=�� i �z �ooa AW 0.5- 62 e��oazr�rim rellz- COPIES TO: m FIELD REPORTSIGNED WHITE - CLIENT, YELLOW -FIELD FILE, PINK - OFFICE FILE r�'•�. �' '^: �♦�• ter. W\ s �r n + �� .. •,�r 't..j.., ti c t 1 L � ., tij �) r.���`• �C .'r \ ', 1 �C �, ' �� fir.\ . 1 , r�'•�. �' '^: �♦�• ter. W\ s �r RECEIVED MAR 2 9 1994 REPORT OF FIELD COMPACTION TESTS TESTED FOR: PROJECT:�- DATE: 3/2. 9 . %y OUR REPORT NO.: 4' TEST DATA: / TEST NO. DATE ELEVMAXIMUM DEPTH SOIL ID NUMBER LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT' � /VoRT�ScC� 77 P 3 L,a 13D 19 2- `� To l l (=Ao ) 3) , -i 5 p i3,6 2 i3).Z 96 - L— 130.�j 7S Z - -F.> e t/ ) '31 -C� 1 61 (C' 'y z -A fli��i�•Z•Z_\iL•I:A v NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. REMARKS: PSI A•100.2 (1) ' 1. F LL RIAL CK 3. COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER TES7`RES OMPLY TIO ION REOUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted, Professional Service Industries, Inc. p 7 �► �}i�� LJ 2 , ,L7 5l c � /VoRT�ScC� v NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. REMARKS: PSI A•100.2 (1) ' 1. F LL RIAL CK 3. COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER TES7`RES OMPLY TIO ION REOUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted, Professional Service Industries, Inc. rxRRnrrr: CONTROL NO. l 149 3 5 3 onsrRu��on 01 38-15INDIO PLANT ❑ 04 YUCCA VALLEY 55475 YUCCA TRAIL 07 2EL 0 5 HWY 111 ANT 38-155 PLANT STREET INDIO, CALIFORNIA YUCCA VALLEY, CALIFORNIA EL CENTRO, CALIFORNIA PicomPRm s Nc (619) 775-8270 (619)365-2343 (619) 337-3050 02 GARNET PLANT 2 500 INDIAN AVE. N 05 7451 MOJAVE RD. 08PLANT E. FR NKROAD PALM SPRINGS, CALIFORNIA 29 PALMS, CALIFORNIA IMPERIAL COUNTY, CALIFORNIA (619)325-5220 (619)367-9536 (619)337-3050 ASPHALT/AGGREGATE 03 WHITEWATER PLANT 06 SHELL CANYON 09 EHRENBERG PLANT WEIGHMASTER CERTIFICATE 13250 WHITEWATER ❑ N10OC SLATE CAL ❑ MOJAVE ROAD CANYON ROAD OCOTILLO, CALIFORNIA EHRENBERG. ARIZONA WHITEWATER, CALIFORNIA (619) 337-3050 (619)775-8270 (602) 923-7933 CONTRACTOR'S LICENSE NO.: 89 WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured or counted by a weighmaster, whose signature on this certificate, who is a recognized authority of accuracy, as prescribed by chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professional Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. PLANT TICKET NO. TRUCK PROD.CD PRODUCT DESCRIPTION OPERATOR DATE 23 tQ'33�3 CYtIDS1f�1 TL3 44/tFf RICK E;gCI3S (4.3/3�blr�4 CUSTOMER NO. SOLD TO TX/CD DRIVER �3 35773 COACHIRL44 VAU.1911 3f: P: T�§if'PT DELIVERY ADDRESS P.O.NO. ORDER NO. GRANITE JOB NUMBER CV WATER >t : INSTRUCTIONS C3UNKEP OHIVER ON BOARD PREDETERMINED TARE DATE OF TARE IM TE OF WEIIGH rty�i PRODUCT DESCRIPTION 1 1.2. 12 456 FCAIL-TRAIIS i /?. "Mi "b"1 AR 45 MAXIMUM ASPHALT. 15 MINUTES 3 AXLE) AGGREGATES: 10 MINUTES 3 AXLE) TAX: �T/T) �(T/T) UNLOADING TIMES:` 30 MINUTES 20 MINUTES SUBTOTAL: ADDITIONAL UNLOADING TIME WILL BE CHARGED AT CURRENT PREVAILING RATES. ••• • STANDBY TIME MISSING TONS WEIGHT IN ( •NS GRANITE CONSTRUCTION CO. RELEASE: I hereby agree not to hold GROSS GRANITE CONSTRUCTION CO. or any of its TARE ` 5. ` 5 WEIGHMASTER employees liable for damages inside curb or , property line caused by any of their NET • ., 4 [ equipment, as I have requested delivery on CH CK INFORMATION: - the property for the material listed and hereby B acknowledge receipt of same. NAM f v ADDR S: ` RECEIVED/RELEASED BY:— PHONE: , D/L #: n #1002 RECEIVED MAR 2 9 1994 Fol UD10 110--4la• q REPORT OF FIELD COMPACTION TESTS TESTED FOR: /� U �� PROJECT: tip T I\ d-- .15L ►�+%�v"iu-� DATE: 3 /2 vo/ C OUR.R6173EPORT NO.: v 7 i TEST DATA- ` l TEST NO. DATE ELEV DEPTH SOIL ID NUMBER MAXIMUM LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT I 3&8,A�L f c 13 6 O ,- '(2> )2 -7 rG 13 .1-'81 2- -L -' T 174.0 -7. I -zcl v ,Ii? z - Q � o )3 ) 2 qb -- o 0 i 3�-� s' g 3.D. s q 5- -2- -to -to ��v �, ���.3 9 sS Z- A TEST LOCATION: NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. REMARKS: PSI A-100.2 (1) TERIAL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER TESTRESULTSCOMPL nMIHSPECIFICATIONS REQUIRED C. TEST IS AFTER RECOMPACTION JM'�)"Jj Respectfully submItted, Professional Service Industries, Inc. 2 H f c NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. REMARKS: PSI A-100.2 (1) TERIAL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER TESTRESULTSCOMPL nMIHSPECIFICATIONS REQUIRED C. TEST IS AFTER RECOMPACTION JM'�)"Jj Respectfully submItted, Professional Service Industries, Inc. /I 1 LETTER OF TRANSMITTAL To: V 1!i Attn: �'�-T-,ej-amm tzT7-/A ibi ire at Date: Project No.: _ From: FrJ C-, I to f We are forwarding: () Attached () Under separate cover via: X) Prints () Mylars Specifications ( ) Change Order () Field Order () Other ( ) Copy of ( ) Drawing DWG. REV. COPIES DESCRIPTION --. 1 �AL--r2.A.15 �Psc- 37 If--)E-A1, CDf-rS' � l'4L.raAM s S riC �bq `f"r2,4FFi�, �i214rSImAtzk i w NC, p�Atq Ford. 5d-:il AVE ' t iSrNf4 i These are transmitted as checked below: X For information and coordination ( ) Resubmit bluelines for review ( ) Submit copies for construction ( ) Return .reev-ised prints/mylars Remarks: T l?C ( ) For review and comment ( ) For approval ( ) As requested v6i3 t�zoM SS FA l ai +oo 7o 3q+5-0 L t 4-vVJ C4Z- sTa 10 - '-I U Z"o 2 0 + 0D cc: �%I V✓�LiU1 tJ ,By;C,�Z AL- 4L41 (ZO" P.O. Box 1504, La Quinta, CA 92253 Phone: (619)'777-7075 FAX(619)777-7101 if • ct V 4 LETTER OF TRANSMITTAL of°�' To: V� Attn:��-,ri-esfA\A/AIZTZ1,4 L 41 u i ,e od Date: Project No.-.- From: o.: From: We are forwarding: () Attached () Under separate cover via: Prints () Mylars Specifications ( ) Change Order () Field Order () Other ( ) Copy of better ( )'Drawings DWG. REV. COPIES DESCRIPTION L--reagS 3 ItS€.aL Coxlrs LT2 N S g�{ TRAM /L Sj 2 L I �-5Te i o sj c, 12 Atl F—a 2. off► E om fi These are transmitted as checked below: (?4 For information and coordination () For review and comment ( ) Resubmit bluelines for review () For approval Submit copies for construction () As requested ( ) Return revised prints/mylars Remarks: - VDG spa L = A-Ve S(-9 -OM STj cl +oo -ro 39+50 E:tSrA! t+vVJ C4L ro ti+ sT#4 10 fqy To o + oa cc: Iy�v~ r21�!1—t'�_ j�7g - By: tet-`- (1-011772-00 P.O. 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