Loading...
HomeMy WebLinkAbout744 3 2' / z' • B L.C�C5►. , , \ N A yGENERAL NOTES - ►. ALL WORK SHOWN HEREOS SHAT. BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE �• I.�. ��' '' CITY �Of RANCHO CUCAMONGA, AND THIS AGENCY OR AGENCIES SPECIFIED, CHAPTER 70 OF THE BUILDING CODE, LATEST EDITION, AND THE CONTRACT DOCUMENTS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND CONTRACT SCALE: 1„ =30' � - _ p �,- SPECIFICATIONS. THE SOILS REPORT PREPARED BY AND ANY AMENDMENTS THERETO, ARE HEREBY MADE A PART HEREOF. 13 ,.• -- •-''" _ - -- y � p� 44� 94 9 3. PRIOR TO THE START Of GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, � �}2) O '� FOOTINGS FOUNDATIONS RUBBLE, TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATIS- CO,C/ST. 5EI," AT gyp• aD' FACTION 6F THE SOILS �NGINEER. T//!'JE C�� CO.UST GIF BU/L,011./la .Q EX/ST/�/G /O' EASEME,UT' TD A.T. S.� PEF�' ZX-_ 7A a�/�. „�-`"" 'N y �'� c% ± 4. AFTER STRIPPING THE EXISTING DEBRIS ANY EXISTING LOOSE FILL OR DISTURBED NATURAL SOILS SHALL BE PE.E� OEEO .PEC'OrPOEO /L/ �C3:' /` f y. AD pU t9� ��O V 3 EXCAVATED TO THE SATISFACTION OF Thi SOILS ENGINEER. [/89 5 9 '�Z'E 480 .dz �•- °'" off' off' �j S. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, AND ANY ADDITIONAL OVEr-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND AS CONTRINED IN THE SOILS REPORT. �iJ x K •K X X X X X . 6. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE -/O o k 0 '~Q P. n •• '- ' If ,° �• CONTENT AND COMPACTED TO AT LEAST 9" OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. D-1557-70 (y' �j� (� �.-' 90 - ' /D eQ t\I �J� \ METHOD OF COMPACTION TO ATTAIN A DENSE AND UNYIELDING CONDITION. cot�sTeucT QPIMERLI \.. 3°/ � oo�iarti � I VIC) ' ,-.'` Ra a° � -''" �J�-� � - -- T.�.o - - �,• - DR1VE AP ZOACl1 O 7. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED 'BY THE SOILS ENGINEER. STV. 3060 Wp 32' Z -' Co42_ /_ �i> . :,.. _w�. °„^ PJt7� D �,It9 I I xr 6. AT LEAST 12" OF SOIL COMPACTED TO 90% SHALL BE PROVIDED BENEATH THE PARKING AND DRIVEWAY AREAS 1 INCLUDING AREAS IN CUT. t G I A�jQi' t<V 3h��v 92 0.0 0 IMMEDIATELY 19,D COCCI C A�: A°�� �°► A Op �� - �J �' I /' $. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE 40. BROUGHT 70 THE ATTENTION OF THE SOILS ENGINEER AND ARCHITECT PRIOR TO PROCEEDING.9 IQ. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING ANDBUILDING CONSTRUCTION OPERATIONS. i 11. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING TRAs ^lCONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD. / SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY.f ANY MUD OR DEBRIS OH PUBLIC PROPERTY SHALL BE � D� -""••" „�,�ro � . . � � �, 9�t9 � I �e O) REMOVED IMMEOIATELII. 12. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER APPROVED BY THE OWNER AND CERTIFICATES PROVIDED FOR CITY APPROVAL. M l 1 r� D I 1 `� °?� 4 13. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE ARCHITECT, OWNER a� �' D I 't' AND THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES t'j" }, . I ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. m © 1 �, tai. THE CONTRACTOR SHALL EMPLOY THE CIVIL ENGINEER AND SOILS ENGINEER AS CONTAINED HEREIN FOR ALL SLAKING �- � ,,,,,,+... .,..,- �' �..-... � I\ r/1 TA L[. SUM "`'` TESTS INSPECTIONS SUPERVISION CERTIFICATIONS AND RELATED WORK AT HIS SOLE EXPENSE AS PART OF OhhPERFORMING THE WORT( CONTAINED HEREIN. O / • I 1 NO GRAD A 5. LNG SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS Qf ° PRIOR TO THE START OF WORK. b ;€. _ 9� ^ - 16. PRIOR TO THE DELIVERY OF ASPHALT TO THE SITE THE CONTRACTOR SHALL A 00f <v FF_ b p 39 I ,y 0 H LL OBT I N CERTIFICATES FROM THE SOILS Ll a � AND'CIVIL ENGINEER THAT THE PROPER SUBGRADE ELEVATIONS AND COMPACTION HAVE BEEN OBTAINED AND SHALL ° PE- 39.58 ly t; TREE WE,c.C_ p Q�. FURNISH SAID CERTIFICATIONS TO THE OWNER FOR APPROVAL. � O 1 � I e5 Vo p IIA/U 17. THE G€VERA! CONTRACTOR SHALL ALSO BE RESPONSIBLE 70 SUPERVISE AND CERTIFY THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT _ Cly' LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. IB. RESPONSIBILITY FOR GRADING SHALL BE ASSUMED BY THE ENGINEER Of WORK IN ACCORAANGE WITH CHAPTER 70 OF THE UNIFORM BUILDING CODE. Z ,�;•u.,� p -- - -� � !! �Q .� i 2d ` � \ 49 1$. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OfTME UNIFORM BUILDING CODE. p , 00 � ' •' -�- -�- -- 20. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO -4 2° n0 p �a ao FINAL BUILDING INSPECTION REQUESTS. COhSST1;11CT Ot�MFRCIAL ti 3%dj. ' 2 � , j _ ly A� 9 :� . ,,� r {,tet aD" �� O --.. _-• f7 -_---3a �' �MP'G'UMP" 21. AN "AS BUILT-. GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE VRIVE A ACN f ER �b 9 STD 3Qza1 Q 5Q ;` j ° O !� yry _ �( � Q �� �j _ rz c E� - DF GRADING BOND. Q 22. SUPERVISE .AS USED IN THE GRADING SUPERVISION CERTIFICATE" MEAN THE PERIODIC o. ` CO71C t0 AND COMPLETED WORK TO OBSERVE THE GENERAL COMPLIANCE WITH PLANS S SPECiFICATIONSSSDESIGNOANDFRLS 13L1Y� PLANNING P�At�tS C{z;/ r N 11 CONCEPTS AND DOES NOT INCLUDE RESPONSIBILITY FOR THE SUPERINTEN15ENCE OF CONSTRUCTIOI PROCESSES , SITE F-OR SUMP PUMF' , CONDITIONS, OPERATIONS RAM1jI. DETAIL , EQUIPMENT PERSONNEL., OR THE MAINTENANCE OF A SAFE PLACE TO WORK OR ANY go All h �19� �p -t - t .� T 0 � SAFETY N, I N 41t ABOUT THE SITE 0WORK. 23. EARTHWORK ESTIMATE: /�g� Cu. /zco S 1�..'•= l. 0 �j1!, ,: �....,. a:: �.._ ,,+ -.:. g��A., CU. YDS FILL THESE FIGURES DQ NOT REFLECT.AY GUT • � �. _ .. ,. ,, : , :... .., .: v,. .. SUBSIDENCE +� � I SH GRA ow& .. ^,..t -.:. k', �} tjy a� r,+6..,.,tn,. 'y[,. �•„ .'.r.a w!• ^.. �. / ( \ "V Y -.R3 Y'n-' 6:. - '..'�'. ,. i-..�.4a Si-. .:'Yn_i ..TW_ r,. '4.. eQ• '::c•S.4.yILR,i W � �°'�. �^� j *=•�y� • : _- b -^- � '"` • - 24. PROVIDE LAID SCAPE„EiEAMS � ,MOrJAIDS A5 REQUIRED PER L.�WDSCAPE DRAWIt1p5 AMD ARCN4TE4TIDt�lt�,t_ 38 } RUTE,UT/o/t1 AREA �AL TR.U.4TE DuovAY►oti. -.. Z 1. �( '' B + SLAG 0 ! -m�DRiVE��. 3 ��m �...� 1� � ryJQj�• -3' . ° SCALE . /" 30 3�� co,c/sT� �c.c. �i� ~- . ..� ,s- �% •� � LL "�3s� ® . tt' l� 3� ~` �rnl ¢�, nT v X117 7ER \ R L�ETA/L 3 _� _ w.v. ® ILI �- - o - w. � ==,� _ - �. M TE D� G?UA�(JT/TEES .4�UG7 I rl 3 7 3 0_ . e �° _... 4. ^ r� 5 s T,PEET INAW VE'/HZFAIr CO,US T�'UCT/O.0 �C10TES r/r yu/T' sQo / .�' f-x EY.1ST, 49/ t c�2UACl SF EU P,C C I P,C.C � 3 .��EN® ti� 'r 1 /�- COUST"RUCT /" M/.0 A.G. OUERGAy' /-=E.lA7/-/E.P TO ,c/0/L/mom� 14,&40 S.F. 0Q 11' INDICATES PROP05ED ELEVATION �..•.. r � ' '/ • CovEe�o Q 20--• CO,C1s T.PUCT CO/V/ME�C/AL Oi4'/VE /-LPOiC�CACf-/ PE"f2 282 S.F. ��'"' ` INelcetEs r:iclstl.aa el�vaTpu g2EA 1 ,, STL7 30Ga , W = 3U '. .6 / 5 (3S 8) %x T"` - INDICATES EIGISTING CONTOUR CO,US TiE'UC T C O/)///yl Ef�'C/.q G �/c�/V'E �1 pP����� PEEP z 50 S.F. �,, %� - IND4CATES PROPOSED CONTOUR 00 ° S T!O 30�, W = 3 D , . '"" INDICATES EX15TIW A.C. (,� O �J CO,C/STiPUCT CC7/!/IME.PC/P L �/F'/V� ./�/pf�O HCH SER 34Co S Fx_;i . IuoicAr�� A.C. PAv/(�G CAI! PA WA.1( ti� 7lri q S�;Et7 5{ - Gt' �ST P C.C, %�AVEMEA/1" \1 , PER C. TL7,S07 1/E7 � �� '9G ( 1 e 1 L10/GATES A.0. A?--A40 l/AL oe t� = ( ;q I I t/' O- CO.U6 T.PUCT CU/YIMEiPC/,4L C7.P111E .Af�iP0.4C•y f�ER STQ 4 4e- S,F. CO UST G� ' /Y/ASQU.PY - I 3�Co' V�/ = S O �• ARROW HWY. _j CC,ICFi MO,UG A STO. 8//. O 1.794 2 E I MEEKSTO 3 l� , W ,:. 3 s ts I ju�-ur) I N F.fi 3rr oo`. v �\ � �� 1AZ57-ALL 5TREE7_1_ 9500 Z L/M,E4111P5� BY 5 CE, PAAO FOR AAID 2 Eaui PROJECT a .� ILITY1 P E - 35.5b a C 0OR41 1ATE,O /3 Y />E VEL OPER W17-1-1 FZ 2 G S/G/L/S PER E�/S 0A1 REQ. •� W SITE FOCI ST FF = 3(c�. 3d Q CQ{/57 SCFc'EE�/ GA E Q 4 > ..J i _.. .. -__ ___. _ s'` (o }- EM VE EX/5T-1x-16 /,R/V,EAPpgC)A CH. 285 S.F. ERS BLVD. lu _ /P O � J EY B d1CH0 CUCAM041C3A � , o � � ` � ,�„•�„_•,,.. _-•._.•��-~�' 9a-- G O�(ISTiPUCT (,� 5//JEW.�Lf� /-�E/? C/TY STS 3/O. 2,�{7o S.F• i a ,� E CONST. �t/EL✓ P.C. U coNSiR GOMMEP.CIer_ " .3 R:r � 3 ZED P �vGM Foy SEE � 51b.5cy. --38' D1441:-L•4 A0fJS fi iC,`�► `w° - +2 COA157 ANEW P.C.C• / YICiNITY MAP k` r PA UEME�tJT V Co L/5T Zo f�CC. � ���. • •�" � �`�.�i,, 3�9 CURB �TS•'f'. ) -��. '>aa SCALE �� \3f `� / _ '� ' '`' ,�G,• }(�' � -3s � w�•%ia 3 91 � �' --�: • 310, \ � \/ 7 , 4 w � f >-,� ` . `'� �• ,�' i 2 V I MIASOAlRY Bf,.00K r /1 Q ss 20 c .�.-• . cc. ADT � • •,�� �j���� `^�`. .� � i•"� „fi,•� / �� 33 - ".�--c---••-��It�j�' b1•� •CO,C�T R/BB�,L( �. �r " � D INC7;WIT� _ I co AT :- ,rte �� CoU� f?SBD a C, �"`.","""",.�,�2 qj v.�` GUTTER PER L�E7L �` /2".f'C�' GUTT (Tyf�� qo CD,(/CET� �e�b8ou �urrtR CITY OF # A(�l �C> �UC�4M®hiGA Z CQLtST. 8. ' tS .} lt7'p �� / Q �. s 1 % �..r n'�, TYPiLdG 3CcrionJ 3 V 1 t'S 9 yj' \ DFc'R� 6y0.f wT,.7 .f' e p.A, 1 I ` �3RHTE`KO.P EQCJ/d/ ), O:+q'7. 1° 3� D.�l n ',<. ° _ 32�,- 2�. A.4I*'o ace% • \ 5� ,P= h �� n. LUpie v STif'E'E I F' _Iles aLc$..,4 PIP �: f �, R=7' ���� � 3 - ~•, 3�� �_ aRl� T /YI �POVEME,UTs k `` TO BACK'-- JERSEY BOULEVARD ^ r �` S _ =; J•,�:_ ❑W.M. cA a GD -r ZOM CIAI. 1'1,p�� v 0 ��' 219 usT. cosi crAc o %_CbN:5TRUtV_. PAUWAY OR,41N ` 1 UA R P VE �j `. + �j \• PaAGN i' sTo. 3 W= B O ' YE>; 5 i D .S'077 b. ,/ .4UE,C/UE TU 5/O ' Eft ST 0(a,WQ PF�iE N .� cll Iyj `• C C 77 01-1 A ��RSE Y L3 O UL E 1/Fa.PU To 560 ' �C/CJ,PT// ,vaT To SCA/ cCWAG . A.C.BERM 2 3 8 89- ® O.4 r- /9,.93 xo �' ,,�. f•'E/c' � sro. .PE � ExisT • If _ . TE --� --- `$\ times 5 Ol"5 NaN �II►TE 5PlA1ER `'s nib, •'� �3�> �y' DRAWN APP DATE P M.D. ASSO�IA`fE�,IENGINEERS - - s �o' �, l 2 ✓ / NO. DATE ITEM D N E3Y EX/57j NG TYPE /D FUTURE 5TREET L/G1-1TS 9500 /I/EW STREET -161 - 9500 L UME,U. � 316 EAST E STREET STREET L/CHT TO RE/V11ViC/- tV i-LUMEN - TYP/CAL OF 3 MOUi-7- R2,61 6 S/6,(/ TO L/G1/T BOLE 2 ADDED MORE GRADES TO CURB AND FLOWLINES ONTARIO, CALIFORNIA T Q M UU/VT R2 6 S/C„C/ To L/G yT m . PER C/TY S7"A2/�ARpS OF P o k A-E..__•-__ Yukon 5816 POLE PER C/Ty ST/a/V/',gRS _ ADD a;;zcT�rct STREET LIGHTS, -, � ��1:I�.� &t6Eih Atif iki is3 f ttG #� J��la..¢IaG�G:- _ - -- - - - -- - ,�,,�=9� - R.C,E.NIS. 2�1 rwa �` - 2 GARY MILLER ARCHITECT AND ASSOC.-MDR 96-15 f DATE, ,-Z- 2 nL-C Na