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HomeMy WebLinkAboutTract Map 22627 Compaction Backfill StormDrain Water Line i -- ----------- 1 SOIL TECH' 'N C m Consultants , Geology • Soil &Te tang Material Consultants Engineering &Testing Testing 1 1 1 Compaction Testing/Backfill Report Storm Drain / Water Line Backfill Tract 22627 Project Number: T3573-C 1 November 27 , 1990 1 i 1 1 1 Prepared For: Van Daele Development Company 1 2900 Adams, C25 Riverside, CA 92504 1 1 1 Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 1 Post Office Box 1568 456 East Avenue K-4, Suite#8 Temecula, California 92390 Lancaster,California 93534 (714)676-2745/FAX: (714)699-1757 (805)942-0991 /FAX: (806) 723-3685 50�L TECH, INC. Geotechnical Geology Soli &TtiInspection Testing Consultants Engineering &Testln Testin ' November 27 , 1990 Van Daele Development Company Attention: John Abel 2900 Adams, C25 Riverside, CA 92504 ( 714 ) 354-2121 Regarding: Compaction Testing / Backfill Report Storm Drain / Water 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 water line and storm drain backfill on Tract 22627 , installed by Bramak Corporation. The previous report prepared by ' this firm was , Sewer Line Backfill , Project Number: T 3573-C, dated October 1, 1990 . Test numbers eight ( 8) through ten ( 10 ) of this report are for sewer line backfill not previously tested. 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 September 13, 1990 through October 30, 1990 . Test locations were ' determined by station numbers and lot 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: �7 " 41607 Enterprise Circle North Fast Office Box 1497 v ' Post Office Box 1568 456 East Avenue K-4, Suite 88 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 November 27 , 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: ' Vl��.�t/"`' Chuck Yerkey jn T. Reinha _ - MT- 23464 Grading Division Manager Executive Vice M 'd nt ' Expiration: 12- -� ���IL N�? O cnu�u`� ' CY:JTR/sm ' Dist . ( 4 ) Addressee ( 2 ) City of Temecula - Ted Yount Soil Tech, Inc. ' Van Daele Development Company Tract 22627 November 27 , 1990 ' Page 3 ' EXHIBIT I SUMMARY OF ' MOISTURE DENSITY RELATIONSHIPS ASTM-D-1557-70 ' Sample No Sample Description Max Density Opt Moist 4 . Brown, silty sand. (SM) 130 . 1 8 . 8 5 . Brown, silty sand. (SM) 130 . 8 8 . 3 6 . Brown, sand. ( SP) 121 . 2 10 . 3 Soil Tech, Inc PROCTOR TEST REPORT 140 I i i i I I I i l l i l I I i i i I i i i ' � Ilf II ! I I IIII Itil I I ! II ! I ! ! I IIII I ! ! I ! I ! I ! I ! I 135 ! ifi IIII i ! ! I I I Iiii liif ' ' Il II III i ! i ! IIII IIII , III III ! I II II ! IIII IIII it I IIII i I lilt IIII I I IIII II . I 111 III ! c I ! i IIII II I ! I ! irll I ! ! I ' 12-5 A II II I I II IIII i II II � i I 1 i ' ! I 12�D I I I I I I I I I I I I I I I I I ZA4' fc; Sp .G. = I I ! I 2. 65 115 3.5 S 8. 5 11 13. 5 16 1 ' Water content , "'Modified" Proctor , ASTM D 1557, Method A ' f > 1. < Elevi Classification ! Nat . Sp .G. i LL I PI No. 4 INo. 20= Depth USCS AASHTO Moist. SM i j i 2-65 i TEST- RESULTS MATERIAL DESCRIPTION 1 SILTY SAND, BROWN ( Optimum moisture = 8.8 X BOUNDARY STOCI:FILE Maximum dry density = 130. 1 PCf ' !l Remar k s: Project No. : T3567-C I7-13-9N Project: LYON IgAMFLE4 Location: TRACT 22527-1 II COLLECTED BY DP II 11 ' Date: 7-1S-S0 .I PROCTOR TEST REPORT II 11 O 1 L TECH LABORATORIES ! Figur No. ' PROCTOR TEST REPORT ' 145 i I 140 � I a 135 C p v 130 i I A 125 ' I L ZAV -Po Sp. G.= 2.65 ' 120 1 3.5 b 8.5 11 13.5 16 ' Water content , X 'Modified' Proctor, ASTM D 1557, Method A ' Elevi Classification Nat. SP.G. LL PI r >Depth USCS AASHTO Moist. No.4 No.20' SM 2.65 TEST RESULTS MATERIAL DESCRIPTION ' Optimum moisture = 8.3 Y. SILTY SAND, BROWN Maximum dry density = 130.8 pcf ' Project No. : T3573-C Remarks: Project: VAN DAELE i AMBERWOOD 8-17-90 ' Location: TRACT 22627 SAMPLE #5 COLLECTED BY BD ' Date: 8-21-90 PROCTOR TEST REPORT t SOIL TECH LABORATORIES Figure No. PROCTOR TEST REPORT ■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■ 125 kn ■■■■■■■■■■���■■■■■.��■�a■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■►■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Water content, X ��-- BROWN2.65 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 121.2 PC+ Remarks: Project No. : T3573-C 10-15-90 Project: VAN , . AMBER WOOD STORMDRAIN COLLECTED BY : , s z PROCTOR TEST REPORT SOIL [Figure Van Daele Development Company Tract 22627 November 27 , 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 Como ' STORM DRAIN ' 1 . LOT 104 -5 . 0 ' 8 . 9 115 . 2 95 . 0 121 . 2 6 90 2 . LOT 86 -3 . 0 ' 8 . 8 118 . 7 97 . 9 121 . 2 6 90 3 . LOT 86 -2 . 0 ' 9 . 3 114 . 5 94 . 4 121 . 2 6 90 4 . LOT 87 -2 . 0 ' 7 . 5 116 . 7 96 . 3 121 . 2 6 90 ' S . LOT 62 -5 . 0 ' 10 . 0 113 . 1 93 . 3 121 . 2 6 90 6 . LOT 86 -2 . 0 ' 8 . 5 117 . 9 96 . 9 121 . 2 6 90 7 . LOT 106 -5 . 0 ' 10 . 7 111 . 5 91 . 9 121 . 2 6 90 ' SEWER ' 8 . LOT 86 -2 . 0 ' 8 . 0 113 . 1 93 . 3 121 . 2 6 90 9 . LOT -2 . 0 ' 7 . 1 107 . 4 88 . 6 121 . 2 6 90 10 . RETEST 9 -2 . 0 ' 9 . 6 111 . 0 91 . 6 121 . 2 6 90 ' STORM DRAIN 11 . LOT 104 -4 . 0 ' 7 . 9 119 . 5 91 . 4 130 . 8 5 90 ' 12 . LOT 104 -2 . 0 ' 9 . 4 123 . 5 94 . 4 130 . 8 5 90 13 . LOT 87 -2 . 0 ' 7 . 6 118 . 8 90 . 8 130 . 8 5 90 H2O 39 . STA. 11+10 (M) -2 . 0 ' 8 . 9 123 . 1 94 . 6 130 . 1 4 90 40 . STA. 13+20 (M) -2 . 0 ' 11 . 5 116 . 8 90 . 0 130 . 1 4 90 ' 41 . STA. 15+50 (M) -2 . 0 ' 9 . 8 121 . 2 93 . 1 130 . 1 4 90 42 . STA. 18+00 (M) -2 . 0 ' 10 . 7 119 . 8 92 . 1 130 . 1 4 90 43 . STA. 11+70 (M) -1 . 5 ' 6 . 7 128 . 2 98 . 6 130 . 1 4 90 ' 44 . STA. 13+70 (M) -1 . 5 ' 8 . 8 126 . 4 97 . 2 130 . 1 4 90 45 . STA. 15+70 (M) -1 . 5 ' 11 . 4 118 . 8 91 . 3 130 . 1 4 90 46 . STA. 17+70 (M) -1 . 5 ' 9 . 1 117 . 4 90 . 2 130 . 1 4 90 47 . STA. 20+60 (M) -1 . 0 ' 10 . 6 126 . 1 96 . 9 130 . 1 4 90 48 . STA. 12+40 (L) -1 . 0 ' 9 . 2 116 . 1 9- 130 . 1 4 90 49 . STA. 16+60 (L) -1 . 0 ' 7 . 6 124 . 8 130 . 1 4 90 50 . STA. 14+20 (L) -1 . 0 ' 5 . 6 111 . 9 86 . 130 . 1 4 90 t Soil Tech, Inc ' Van Daele Development Company Tract 22627 November 27 , 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 Co_my H2O ' 51 . RETEST 48 -1 . 0 ' 6 . 0 116 . 5 90 . 0 130 . 1 4 90 52 . RETEST 50 -1 . 0 ' 10 . 5 124 . 2 95 . 4 130 . 1 4 90 53 . STA. 17+20 (L) -1 . 0 ' 7 . 1 121 . 8 93 . 6 130 . 1 4 90 54 . STA. 20+60 (L) -1 . 0 ' 11 . 9 117 . 6 93 . 5 130 . 1 4 90 ' 55 . STA. 22+10 (L) -1 . 0 ' 9 . 4 117 . 4 90 . 2 130 . 1 4 90 56 . STA. 11+60 (L) -1 . 0 ' 8 . 6 119 . 3 91 . 7 130 . 1 4 90 57 . STA. 14+90 (L) -1 . 0 ' 9 . 1 116 . 5 90 . 0 130 . 1 4 90 ' 58 . STA. 16+50 (L) -1 . 0 ' 11 . 0 116 . 1 90 . 0 130 . 1 4 90 59 . STA. 18+00 (L) -1 . 0 ' 7 . 9 123 . 6 94 . 9 130 . 1 4 90 60 . STA. 19+10 (L) -1 . 0 ' 9 . 3 119 . 0 91 . 5 130 . 1 4 90 ' 61 . STA. 20+90 (L) -1 . 0 ' 9 . 3 123 . 6 95 . 0 130 . 1 4 90 62 . STA. 23+10 (M) -1 . 0 ' 8 . 7 127 . 3 97 . 8 130 . 1 4 90 63 . STA. 21+00 (L) -1 . 0 ' 10 . 7 119 . 8 92 . 1 130 . 1 4 90 64 . STA. 11+60 (M) -1 . 0 ' 7 . 8 121 . 2 93 . 2 130 . 1 4 90 ' 65 . STA. 13+00 (M) -1 . 0 ' 8 . 4 119 . 1 91 . 5 130 . 1 4 90 ' NOTE : Tests numbers are actual numbers used during the backfill ' operation. NOTE : M = Mainline, L = Service Lateral . tSoil Tech, Ina FIGURE 1 COMPACTION TEST REPORT SITE PLAN ' Soil Tech, Inc ,O CITY OF TEMECULA TED YOUNT SENIOR INSPECTOR 43172 Business Park Dr. 6074-L UO P.O. Box 3000 City (714) 694-1989 Temecula, CA 92390 FAX (714) 694-1999 pg69i! CITY OF TEMECULA COMPACTION ACCEPTANCE TRACT # WATER SYSTEM SIGNED DATE 117 SEWER SYSTEM SIGNED � DATE5-le-#AIE / GAS SYSTEM SIGNED DATE S.C.E. AND TELEPHONE SYSTEMS SIGNED DATE STORM DRAIN s SIGNED ` __ DATE�� CITY OF 'I FNIP.CULA TED YOUNT SENIOR INSPEC'IY)R 43172 Ousincss hrk Dr. gy 11 P.O. Box 3(N)0 City (714) 694-19M 7cnuxnL•i. CA 92390 FAX (714) 694-1999 dyo � C.I I Y or I I MI (:III A COMPAC11ON ACCEPIANCE IRACT H WAIER SYSTEM SIGNED DATE SEWER SYSTEM SIGNED DATE GAS SYSTEM SIGNED i �ol�r L DATE 7 ) S.C.E. AND IELI.I'IIDNE �� a, ,� /SYSTEMS SIGNED DAIE Z,6 STORM DRAIN SIGNED DATE w CITY OF TEMECULA TED YOUNT SENIOR INSPECTOR 43172 Business Park Dr. P.O. Box 3000 City (714) 694-1989 lemecula, CA 92390 FAX (714) 694-1999 6`�vcv�7 CITY OF TEMECULA COMPACTION ACCEPTANCE TRACT N •�7 WATER SYSTEM SIGNED C DATE SEWER SYSTEM, SIGNED DATE / Sie—A, c /41•+C1�12� GAS SYSTEM SIGNED DATE S.C.E. AND TELEPHONE SYSTEMS SIGNED DATE STORM DRAIN SIGNED DATE �3 CITY OF TEMECULA TIED YOUNT SENIOR INSPECTOR 43172 Business Park Dr. 7-1-('Il0 P.O. Box 3000 City (714) 694-1989 7entecula, CA 92390 FAX (714) 694-1999 6`itIL9UJ CITY OF TEMECULA COMPACTION ACCEPTANCE TRACT R ;� 2 L �7 WATER SYSTEM SIGNED DATE 117 i SEWER SYSTEM SIGNED-- �vw(t --� �/ . DATE 9 ca GAS SYSTEM SIGNED DATE S.C.E. AND TELEPHONE SYSTEMS SIGNED DATE STORM DRAIN SIGNED / , DATE 1� S.F. EN-105 . 6 (ReRv.. ,7/91) Eastern Municipal �y�v aterDistrict �G1 M General Manager J� Ml Board of Di+ecto>, J.Andrew Schlange 4� y.£ Rodger D.Siems,President Legal Counsel Chester Gilbert,Vice President rn sa s Woo.G.Aldridge Redwine and Sherrill iy Marion V.Ashley Director of The Metropolitan Water Craig A.Weaver District of Southern California ♦�r�SISR l� Secretary Doyle F.Boen Mary C.White T easu+e+ Rogers M.Cox November 5, 1992 Tract No. 22627-F Lots 87 - 100 Water XX Sewer Model Homes Landscaping only XX Occupancy City of Temecula Public Works Department 43174 Business Park Drive Temecula, CA 92590 Attention: Tim Serlet, City Engr. /Public Works Director Gentlemen: You are advised that interruptible domestic service is granted to the partial tract as indicated by the lots enumerated above. The water and/or sewer systems will be accepted by Eastern Municipal Water District for operation and maintenance upon completion of all tract street improvements, at which time you will be notified. Very truly yours, EASTERN MUNICIPAL WATER DISTRICT James E. Wyatt, Director of Field Engineering By:4LDeen Barron Project Specialist Inspection Department cc: Library Tract File Engr. Book Developer r Mail To; Post Office Box 8300 • San Jacinto, California 92581-8300 Telephone (714) 925-7676 Fax (714) 929-0257 Main Office: 2045 S.San Jacinto Avenue,San Jacinto • Customer Service/Engineering Annex: 440 E.Oakland Avenue, Hemet.CA g MEMORANDUM ..r989 TO: Dennis Armstrong, Assist. Engineer - Land Dev. FROM: Department of Public Works DATE: April 1, 1993 SUBJECT: OCCUPANCY RELEASE TRACT MAP: 22627 (Van Daele) PARCEL MAP: LOCATION: Silver Ridge OTHER: The following locations have met the requirements of the City of Temecula Public Works Department and can be released for occupancy. LOT NO(S): 48-53 and 57-61 COMMENTS: By: Stuart Mangusing, Publi Wor Inspector cc: Albert K. Crisp, Permit Engineer TR/PM File VIV pw01\forms\insp\102sm 0401 .s MEMORANDUM roan-- TO: Dennis Armstrong, Assistant Engineer - Land Development FROM: Department of Public Works DATE: February 12, 1993 SUBJECT: OCCUPANCY RELEASE TRACT MAP: 22627 Van Daele PARCEL MAP: LOCATION: North General Kearney OTHER: The following locations have met the requirements of the City of Temecula Public Works Department and can be released for occupancy. LOT NO(S): 1-11 COMMENTS: By: Stuart Mangusing, Public Works In pe Tr cc: Albert K. Crisp, Permit Engineer TR/PM File �1 pw05\formsVnsp\102sm 021293 CITY OF TEMECULA TED YOUNT SENIOR INSPECTOR 43172 Business Park Dr. P.O. Box 3000 City (714) 694-1989 Temecula, CA 92390 FAX (714) 694-1999 CITY OF TEMECULA COMPACTION ACCEPTANCE TRACT N 27 WATER SYSTEM SIGNED DATE SEWER SYSTEM SIGNED DATE GAS SYSTEM SIGNED DATE S.C.E. AND TELEPHONE SYSTEMS SIGNED DATE STORM DRAIN SIGNED jr C4"1,�� DATE /O 2 (� 0 0A 0 III ANN �mwm� I 749, X? 491� W 67ff *qT Lo's us""^ 1 01 rwm 00" - M.. fin--- wray: cr, .......... Y. A A A& All A A n 4v -4 go -#a wv. Ye VHI, VE -------- ........ .......... wpm .J• wo Oy "rM�Amum"R, 000APPROXIMATE LOCATION OF WATEF3, COMPACTION TEST moor-nIr-Ir Moog vmr��, ��1 Hn+ 1380 PRESSURE ZONE IL vmmc TEST RAf.SITE PLAN PROJECT N 0. T3573 ARTION LEGAL: TR*22627 DATE*- 1 #.,o4LE: •1/20190 SCA1 0 AN, DAele 14► E VELOPM IGURE N00 F do 4:01 t'Ing SgRV. AREA :34 wo. go., C.O. CGORD.3 3 SHT 0 alp" i cVs } I. i a a' 1 M '• , w • RANCH 1 I 3 ]U�':::. �eiVk. aS;�. ,,.,.k :_�ai..,..ar'r•,.,__ �a _..•...k:y�.,.a.,,�c:.:,es.s.', _•, .,M., _,.. u,♦ x... _e .:i...x:, c^: ,.. i+:�: ..sa�,..,e. >�.• �•'..•. .;'s. e, z •_�_;• pp ' . � ,: t ... 4 ....., ,...•.. ' h._ ......Y,6... Yr.�' .. ... . r....,. v.. w,. r� # .'� „va ,i. .., ..�.. 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WATER DISTRICT sE�sFR APPROVE"O BY.• EASTERN MUNICIPAL WA TER al S_ TRIC T APPROVALS APPROVALS /N/IIAL O _,e4l /N/TIAL O�1 IF ve�c 813 ROC ENQ SE;t-E'R 4PfR. 4 N 9 rRA& NN/NQ CONSTRUCADN —•.�.. --� OES/GN CONTRACTS OPE'RA7'/ONS 1EN opt#.,:.._,. /9-A40.76 Al P. ivo. 4 TAUT/ON /a -A 119/ 7A CROSS o x IQ � moss sEE sHEEr NO.eA ZI; `/* o•v 4 - go W V; 1916 eel 7s slaldw 1?wweer c�?4.,eOVe Wle, X110�; 63 ae eeRasw SIL VER RLQuc COURT:., i ode 1380 PRES&IRE TONE FZEVI .CIO NS. .tit s { : k SUBMITTED BY' Is ERE IVIL. ENGINEER tjc, 41627 -._ .__ __. _ _ __. M _. _.-_ �___ w_•. __.� ___. ____ __�_ E x s 1 31-91 A P P ROV E D 8 iler i IPA DATE: 23*00 24*00 22-t29. 78 T /W ve. -5 TE��iNUS OE.2 �5'.f3 -Sg lo' 55 Zz f 50. GYI END g"', lNA TER r- f,,ENO CAP rHRU6T 9L QCK LEG END �- APPRQXIMATE LOCATION OF WATER COMPACTION TEST lr �:`� 'RANPAC ENGINEERING CORP. 27447 ENTERPR/SE CIRCLE WEST TEMECUL A, CAL /PORN/A 92390 Jim, M . (714) sus -rood SCALE: BENCH MARK: -�rioRIz t 0=40 ' AVERT 1 "=4 ' SEE SHEET N0.1 DATE r 'OF• , �• • • �� 1 g Sal Engir♦eenn e ; ens�,tanls C�GgY 'nscenrcn to it g� MPA10TION TE$T SITE PLAN. 9 PR JECT N04T011 LEGAL" TR* 2'027 DA E: 11/20/90 Es CA L E: 1 *-#40' " VAN' Q EL ­ DEVELOPME0 FIGURE NO. 1 COUNTY OF RIVERSIDE SERV. AR VA 34 TR* 22627 wa 89 - 325 WA r ail ER C.0 COORD.33 SHY. OF 49arL VER RrDu^cr'* CT a- w . o.. .t.t.,o� FOR : c OS YA Of M j�