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HomeMy WebLinkAboutTract Map 22627 Compaction/Finish Grading Sewer Line Backfill(Oct.1,1990) SOiLTECH, 1NC■ Consultants Geology Soil Inspection Material Consultants Engineering &Testing Testing tCompaction Testing/Finish Grading Report Sewer Line Backfill ' Tract 22627 Project Number: T3573-C Prepared for: ' Van Daele Development Company 2900 Adams, C25 ' Riverside, CA 92504 ' Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 Ilk ' Post Office Box 1568 456 East Avenue K-4, Suite R8 Temecula, California 92390 Lancaster, California 93534 (714)676-2745/FAX: [714)699-1757 (805)942-0991 1 FAX: (805)723-3685 1 Geotecnical , Soil en Material Geology Engineering &Testing Testing50iLTECH' INC Consultants' October 1, 1990 ' Van Daele Development Company Attention: John Abel 2900 Adams, C25 ' Riverside, CA 92504 ( 714 ) 354-2121 ' Regarding: Compaction Testing / Finish Grading Report Sewer Line Backfill Tract 22627 Project Number: T3573-C ' Dear Mr. Abel : ' Transmitted, herewith, Soil Tech, Inc . is providing results of the compaction testing conducted on the mainline and service laterals for the sewer line backfill on tract 22627 , installed by Bramak Corporation. Trench backfilling performed on the subject site meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices, as observed by this firm. Compaction testing was conducted during the backfill operation on August 27 , 1990 through September 6 , 1990 . Test locations were ' determined by station numbers taken from the Sewer and Water Plan and Profile prepared by Rancho Pacific Engineering Corporation, dated June, 1987 . For detailed information on locations and depths of tests conducted by this firm, refer to Exhibit II and the Compaction Test Report Site Plan. ' Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 ' Post Office Box 1568 456 East Avenue K-4,Suite#8 71 Temecula, California 92390 Lancaster, California 93534 (714)676-2745/FAX: (714)699-1757 (805)942-0991 /FAX: (805) 723-3685 ' Van Daele Development Company Tract 22627 October 1 , 1990 Page 2 ' Thank you for the opportunity to provide this report. Please direct any questions to this office . Respectfully submitted, SOIL TECH, INC. ' Prepared By: Reviewed By: Chuck Ye key 4h/n�T- Reinhart, RCE 23464 Grading Division Manager Executive Vice President ' Expiration: 12-31-93 ' CY:JTR/sm Dist . ( 4 ) Addressee ( 2 ) City of Temecula - Dan Gymer 1 � ' 3 Soil Tech, Inc 1 Van Daele Development Company Tract 22627 October 1 , 1990 Page 3 ' EXHIBIT I SUMMARY OF ' MOISTURE DENSITY RELATIONSHIPS ASTM-D-1557-70 ' Test No Sample Description Max Density Opt Moist ' 4 . Brown, silty sand. (SM) 131 . 1 8 . 8 Soil Tech, Inc PROCTOR TEST REYUH 1 140 ! ! ! ! ! ! ! ! ' III ! III ! ! II I ! II ! I ! I ! II l !il ! Illi II Iil � � II I � ! 135 flli iiii I I II I Ifii fi ! I ' j ! j ! it ! I I III IIII I I i t Ifl i t Ifll I I i II II I I l t I I i I III c I I I I I I I 171 I I I I I I I v 12=i � I I itTI ! I I I I I I I I I I I I I ! ZAb' -Fc: ! ! Sp .G.= 2. 55 l i i l I f 115 3.5 b 8.5 11 13.5 to 1 Water content , % 'Modi-fied' Proctor, ASTM D 1557, Method A ' Elevi Classi•Fication Nat. Sp .G. I LL I PI No. 4 ' No. 20: Depth USCS AASHTO Moist. SM I 2..55 ' TEST, RESULTS MATERIAL DESCRIPTION optimum moisture 8.8 % (SILTY SAND, BROWN Ma:+cimum dry den f sit'd = 130. 1 pc BOUNDAR'i' STOCKPILE (Remarks: ' Project No. : T3567-C 17-13-90 Pr+]Ject: LYON IIrAMFLE #4 Location: TRACT 22627-1 II ' ((COLLECTED BY DP � II Date: 7-15-30 it ' PROCTOR TEST REPORT11 , SOIL TECH LABORATORIES i!Fig �.re No. ' s 1 ' Van Daele Development Company Tract 22627 October 1 , 1990 Page 4 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM-D-1556-70 ' Depth Moist Dry Rel . Req. or Cont . Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp STA. 15+75 (M) -3 .� 12 . 9 123 . 0 94 . 5 130 . 1 4 90 ' a . STA. 15+10 (M) -1 . 10 . 2 123 . 3 94 . 8 130 . 1 4 90 ,d'. STA. 12+70 (M) 7 . 8 122 . 6 94 . 3 130 . 1 4 90 � . STA. 12+90 (M) -1 . 0 ' 7 . 6 119 . 9 92 . 2 130 . 1 4 90 j#. STA. 11+50 (L) 72 . 0 ' 8 . 2 120 . 7 92 .'8 130 . 1 4 90 B STA. 14+80 (L) (-2". 0 9 . 0 121 . 0 93 . 0 130 . 1 4 90 ' �7 . STA. 18+30 (M) -1-0 ' 8 . 6 123 . 5 94 . 9 130 . 1 4 90 (8 . STA. 18+50 (M) -1 . 0 ' 6 . 6 116 . 5 90 . 0 130 . 1 4 90 STA. 20+50 (M) -3 . 0 ' 7 . 7 117 . 4 90 . 3 130 . 1 4 90 �. STA. 21+10 (M) -1 . 0 ' 9 . 0 121 . 2 92 . 4 130 . 1 4 90 . STA. 23+80 (M) -3 . 0 ' 7 . 1 116 . 8 90 . 0 130 . 1 4 90 STA. 24+10 (L) -1 . 0 ' 7 . 9 124 . 8 95 . 9 130 . 1 4 90 ' 3 . STA. 18+00 (L) -2 . 0 ' 8 . 7 120 . 2 92 . 4 130 . 1 4 90 STA. 20+50 (L) -2 . 0 ' 9 . 0 117 . 6 90 . 4 130 . 1 4 90 1-5 . STA. 23+25 (L) -2 . 0 ' 9 . 6 118 . 2 90 . 9 130 . 1 4 90 �6. STA. 24+50 (L) -2 . 0 ' 9 . 4 118 . 7 91 . 2 130 . 1 4 90 STA. 25+50 (L) -2 . 0 ' 7 . 9 119 . 3 91 . 7 130 . 1 4 90 STA. 17+00 (L) -2 . 0 ' 8 . 1 120 . 8 92 . 9 130 . 1 4 90 ' STA. 15+90 (L) 2:0/' 8 . 7 121 . 3 93 . 3 130 . 1 4 90 STA. 11+90 (M) 6 ' 10 . 9 122 . 5 94 . 1 130 . 1 4 90 2/1 . STA. 12+10 (M) -1 . 5 ' 11 . 7 120 . 9 92 . 9 130 . 1 4 90 STA. 14+10 (M) -4 . 0 ' 11 . 1 121 . 2 93 . 2 130 . 1 4 90 ' 73 . STA. 14+30 (M) -1 . 5 ' 10 . 1 121 . 1 93 . 1 130 . 1 4 90 7f4. STA. 12+40 (L) -2 . 0' 9 . 8 120 . 9 92 . 9 130 . 1 4 90 7� . STA. 13+90 (L) -2 . 0 ' 10 . 3 119 . 3 92 . 1 130 . 1 4 90 ? STA. 15+90 (M) -2 . 0 ' 7 . 8 121 . 6 93 . 5 130 . 1 4 90 2 STA. 16+40 (M) -5 . 0.' 8 . 4 124 . 3 95 . 5 130 . 1 4 90 . STA. 17+90 (M) -5 . 0 ' 9 . 6 117 . 0 90 . 0 130 . 1 4 90 STA. 18+30 (M) -2 . 0 ' 8 . 3 117 . 4 90 . 2 130 . 1 4 90 3 STA. 16+80 (L) -2 . 0.' 8 . 1 120 . 8 92 . 9 130 . 1 4 90 STA. 14+60 (L) -2 . 0 ' 7 . 9� 122 . 2 93 . 9 130 . 1 4 90 STA. 18+20 (L) , -2 . 0 ' 9 . 1 122 . 9 94 . 5 130 . 1 4 90 ' STA. 19+60 (M) -4 . 0 ' 10 . 7 117 . 6 90 . 4 130 . 1 4 90 Soil Tech, Inc ' Van Daele Development Company Tract 22627 October 1 , 1990 Page 5 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM-D-1556-70 Depth Moist Dry Rel . Req. or Cont . Den. % Max. Soil % No Test Location Elev. % PCF Comp Den Type Comp Jed,. STA. 19+80 (M) -2 . 0 ' 7 . 7 126 . 1 96 . 9 130 . 1 4 90 . STA. 21+30 (M) -4 . 0 ' 10 . 3 116 . 7 90 . 0 130 . 1 4 90 ' STA. 21+50 (M) -2 . 0 ' 9 . 5 126 . 1 96 . 9 130 . 1 4 90 STA. 20+60 (L) -2 . 0 ' 10 . 1 119 . 6 91 . 9 130 . 1 4 90 STA. 22+20 (L) -2 . 0 ' 10 . 4 120 . 4 92 . 5 130 . 1 4 90 t ' NOTE: Tests numbers are actual numbers used during the backfill operation. NOTE: M = Mainline, L = Service Lateral . 1 Soil Tech, Inc ' FIGURE 1 COMPACTION TEST REPORT SITE PLAN 1 Soil Tech, Inc. MPNMWM IT 7T T I. t I gr.. ........4 F I7 T. 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I0 -742 PUNNING CONS TRUC /Y U R E N 41 ,p L E D 13,V 6 L,O P Nt F-O u It F I A N SERV. AREA 34 0M RE V SIONS. �AF CA WATER DISTRICT RANPA C 4ENOIN,64FRING CORP. COUNT Y OF Rl VERSDE)vl HO IF W.0.8 9 325' 27447 ENMRPPISE CIRCLe IVEST All 5ER NO.41627 REWIS JERtAO G 14Z ENGNE rEIVECUL A., CA LIFORNA 92390 I C.tv . . * -1 TR ' 22627 IMPROVEMEN-r PLANS 0.APROVED Z?Y.- TEL. (714) 676-7000 31 -9 DA 7 F EXP cW RD. 33 6eo A PPRO VED Y*v SCA L E. aENcH mARK:14 et vil SH T1 05 15=40 WATER AND S EWER...........7,4 HORIZ'. I 7e en a e.u/a =4 F___ VERT* I SEE SHEET N0.1 Sl LVER RIQGE COURT D-/5 off c 89 Uvr-jul-_A a I-WWWl Oft &__AcxAnljAA An Al I I weW %0 - 1 -06 DA TE. W. 0-10 FOR 009TA DA,TE: r2.."DESIGN CON 7 RA C Ts OPERA r1aW T r