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1 . ALL WORK SHOWN HEREON SHALL B I ACCORD A E WITH THE COUNTY 13. THE CONTRACTOR SHA1.LR4PL THE C IL ENGINEER AND OILS ENGINEER aFSEG'® i t
OF SAN BERNARDINO STANDARDS AID SSE ICPT�NS, CHAPTED 70 OF THE AS rtAINED HEREIN FOR ALL STAKI , TESTS, INSPEC IONS, G �
BUILDING CODE (LATEST EDITION CALTR SPECIFICATIONS AND S ERVISION, CERTIFICATIONS AND L TED WORK AT HI SOLE EXPENSE 11�OTE"• ewNrRAe-WRFs ALL ea/LD
PART OF PERFORMING THE WORK AS ONTAINED HEREIN. TRA/N//W 4f-MC,
STANDARDS FOR PUBLIC WORKS CO STRUGT10N (CURRENT EDITION) , AND T '�+�� bbl TOPOFP ORJ5E0 P/PE
CONTRACT DOCUMENTS. {{�� NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRAD G PERMIT AN o �� I PR/oR r /NSTALLAT/ON
2. _-WORK SHALL BE DONE IN ACC R&NCdWITH THE SOILS ENGI Is NOTIFYING GRADING INSPECTOR 24 H RS PRIOR-Ta-THE START OF K. 00K 10
RECOMMrNDATIONS AND CONTRACT ECIF'1CATIONS— -THE-SOIL-S'"REPORT WAS 15. THE GENERAL CDNTRA�TOR ALL JfiL BE RES�NSIBLE TO SUPER E AND � 10. � s
PREPARED BY EARTH. RESEARCH AS OC� IN , .E.G. #936 ON OCTOBER 16, CERTIFY THAT PROPER COMPACTIO H �fE(V OBTAINED BY SUB TRACTORS
AND AGENC�ES CONCERNING UTILI Y L NE BACKFILL INCLUDI BUT NOT .A-
1981 AND ANY AMENDMENTS THERE 0' A,, EREBY MADE A PART HEREOF. LI IT£U T0, SEWER, WATER LIN S AFt• -- - CO TRA�TaR A fZENIoyE GcKl57- IMG
3. PRIOR TO THE START OF GRADING[ ISTING VEGETATION AND DEBRIS, _ AYL/Gf/71/A�F.
INCLUDING EXISTING STRUCTURES OCTI GS, FOUNDATIONS, RUBBLE, RIGATION LINES. 1 o, C-0N- 'RA TO F4 AGL C UC Begm� — pN TN E 5 IDoT OF PRI vE
EES, AND ROOT SYSTEMS, SHAL RIOVED FROM THE SITE TO THE
i AS "AS-BUILT" GRADING PLAN IS 0 BES �GB
TO THE BUILDING AND d / yBEie� e SS DRIY Ta P`PEvFKT inr o RD 2 To RE TA N F/o w /iv /Y,a7v K
SATISfACTION OF� _ OILS ENG ER.) I SAFETY DIVISION PRIOR TO REL ADINOND. EFLoW FR M blYC�tTlNG To seUtN CHANN L_
4. AFTER STRTPPtRG THE E�TSTING BRI ANY EXISTING LOOSE FILL ; THE CONTRACTOR SHALL BE RESV N� TO REPORT DISCREPANCIES IN
DISTURBED NATURAL SOILS SFtALL E EIS AVATED TO THE ATISFPrCTfON OF ' PLANS AND/OR FIELD CONDITION MMEDTATELY TO THE DESIGN ENGINEER -� GRO,617rV Toe,
lHE SOILS ENGINEER. �_� ! FOR RESOLUTION PRIOR 70 f1RUCT UNC AND SHALL BE RESPONSIBLE F -4 PERSECA�T
5. THE EXPOSED SOILS SHALL THEN E CTED THE SOILS ENGINEER AND DISCREPANCIES NOT ORTED`*ND`RESOLVED. A
I M • N
ANY ADDITIONAL OVER-EXCAVATIO S L THEN BE MADE IN ACCORDANCE FARFREN7' 777 Wt Cllr I Aw G N HL4NIFNANGf OF AN -4 Q WITH E SOILS ENGINEER'S REC MMENOA IONS AND AS CONTAINED 1N THE R E ENGINEER'S NOTICE 'f0 CONTRACTOR: ,- ' / EARTH ANDCAlXTED ROLL' TRA TNG LE E�. / ,+�lPORARY E/KEMEiYT�
RE'VORT. \ � TOPOFBERM
6. THE XPOS�D AILS HOULD THEN B CAR FIED TO�A INIMUM DEPTH OF 12J":
I c6NTR4CTOR AGREES THAT HE SHALLASSUME, SOLE ND COMPLETE RESPONSIBI _ THE c/ry aFx�. RAS E /CHT TD G T�leT A/1�D N,i/NTA/N AN CART A _
INCHES, BROUGHT 0 PROPER Mad T. REC TENT AlQD COII�tPACTED TO AT ? FO JO SITE COfJDITIONS DURING 1HE CWRSE CONSTRUCTION OF oAYL/GNT /NE 4�� CRDU7ED ,POCK xPAIwI LE&£= PER rH/sf'PLAN UN711L 5a# T/ME "---- -'--
LEAST 90� OF THE MAXIMUM DENS TY OBT INABLE D'f '�`HE1A.S.'f.M. PR JEC INCLUDING SAFETY OF AL PE OMS D PROPER � --' Z:I Gf1ANNEL /5 FULLfY /MP.POYEIY�gND-IfGG'rEPTE'D .�9/P M14/NTE NCE�YI/1E .+1N ccE.,�{RR
BERN4RD/Na G!X/A�TY FLOOD GUNT.POL D/ TR/ T. G TY� /CHT 5NAL A E V
i
D-1557-70 METHOD OF COMPACTIO TO ATTAIN A DENSE AND...,UNYIELDI, RE IRE ENT SHALL APPLY CONTINUO-AND" OT ITER TQ
NORM 7. �� 't
Q�1CEASE UPON 5.4%D ACCL"PIANGE.
CONDITION. � WORKING4HOURS, AND THAT THE C�1�ACTOR SH DEFEND;-'INDEMNIFY, AND HOLD cP 0 -=rL
HALL BE OB 2R>sD Y METHODS SPECIE L'D BY THE SOILS THE UWNR AND THE ENGINEER 1iARMLESS FRO ANY ALL L A A 0 fPr�/ St, THE G/Tf' R.C. W/LL RFMOYE A NGT/ON DF 54/D EA AND le"Irl7. COMPACTIONS
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ALL GED IN CONNECTION WITH THE PERF ANC E F WORK ON S o° P Z I 7P.4/NII►+G' LEYEE A/YD tfET2II ! .yE EA' /Tf 0VP177aV
NEER. �� _ o s77T
P E-9 TO- SHALL BE PROVIDED EXCEPTING FOR ABILITY ARISING F THE SO E IGENCt OF 'TH NER G N` vGT�on!
S. AT LEAST 12 INCHES 0 SOIL C ACT FF��;;��
BENEATH tK DR VEWA AREAS IN CUT. ENGINEER'.
Tr63 O
9. IF ANY UNKNOW SUB-SURFACE ST UCTURES ARE ENCOUNTERED DURING P 4
��o � � � G 0 N T A G TO SHALL N4 SCREE /� /CR Per CUTOFF
CONSTRUCTION, THEY SHALL BEI MEDIATELY BROUGHT TO THE ATTENTION LL
THE SOILS ENGINEER AND ARCHIT CT PRIOR TO PROCEEDING. 6� � ' A Rl E Z- Ff}ET ABOVE stow CI,NF
10. DUST SHALL BE CONTROLLED BY W TERING THROUGHOUT THE GRADI V �`� Q r S4 A� Aal
a-rN 5 DRfYE To NoRVOPERA1:Tf?�l. �� W rTH A oTH Y 7-/ 1 Cu V
11 . P 1'ECT I VEASURE/KEN
LAKEH 'f 1' E-'C01�TRI�C TO PROTECT $ a
JACENT PROPERTY TIME DURING CONSTRUCTION. PROTECTIVE I BEN�h� MARK •'/.�7
MEASURES SHALL WBY TH CONTRACTOR SO AS NOT TO CAUSE ANY t
MUD, SILT OR DEBRIS ONTO PUBL C PROPEONTRACT' SHALL BE REMOVED IMMEDIATELY. 14 R.R. 5101ICE/N,s S/DE DFP. P• '"`/6/9753E ON N. S/OE OF
12. ALL GRADING AND FILLING OPERA IONS SHALL BE OBSERVED, INSPECTED AND � � BASEL/NE Al�E. 395:'` E. of OAY CiPEEK.
7ES1"ED BY A LICENSED SOILS EN INEER, APPROVED BY THE OWNER AN o 5.W. Gae Err.3W:���y., swh Et Eli = /3/9. 53/
CERTIFICATES PROVIDED FOR COU TY VAL 29. T/N., RG IV, S.
CITY OF RANCHO CUCAMONGA
7J�2,5#r`0`17 0,01 TiYE i?EET fY.4Ns
TRAINING LEVEE PL AN
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VCTORIA PROJECT
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_ . .._ - _ TRACTS //5134, /2044, /2045, l2046J
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CITY ENGINEER: R.C.E. N .
DESIGN BY : RECOMMENDED
HALL AND FOREMAN , INC.
R.1.s 3186—L AIRWAY AVE. N
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-DRAWN BY: COSTA MESA, CA. 92626 SHEET
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QASEL/NE AliE. .S9.s"� E OFOAYC'?E6fC.
ELEYs 1.�/�'SS/
- CITY OF RANCHO CUCAMONGA
SCAL E:/"Z 40'
FORL EVES PL AN
FOR THE
- VICTORIA PROJECT
(MACTS //9347 /2044,/20456/2046
APPROVED BY DATE 7-ZS-83
_ S 6 LIT CITY ENGINEER.A .4� R.C.E. NO 2-3,f 91
DESIGN BY HALL AND FOREMAN , INC. RECOMMENDED
.::, .S 3186—L AIRWAY AVE.
DRAWN BY: COSTA MESA, CA. 92626
• (714) 641 -8777 SHEET
• RICHARD A. SCIANNf RCE ;-917 DA CHECKED BY:
DRAWING N0.
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