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HomeMy WebLinkAbout681-L TRACT N0. 9 72 - GENZIML NOTES 1. All work shoum hereon shall be done in accordance with the City of Rancho Cucamonga Standards and Specifications, Chapter 70 of the Building Cose, ; latest edition, and the contract documents. 60RRA/ 20' vwLFss (�� �'�/ /� 2. All work shall be done in accordance with the`Soils Engineer's recommendations R ' 1 1 V DE/< MAP � and contract specifications. • orH�wrsE- syow The soils report prepared by If"C// ltiJ��s S,r•�. 50, 30 on MAY 26 , /972 and any amendments thereto, are hereby made a part hereof. /0•5, /O.5 ' 3. Prior to the start of grading all existing vegetation and debris, including r~ existingstructuresfootings, 4 ; 1 I ' , ootngs, foundations, rubble, trees and rou 4t systems # 3 e site to the satisfaction of the Soils Engineer.' shall be removed from th ' I 1 j I 4. After stripping the existing debris any existing loose fill or disturbed PAD A-1A BERRY ��/G', natural soils shall be excavated to the satisfaction of the Soils Engineer. ' Z '727f�oFCU/gB e./NE 6Z'F. Z 36 35 34 33 32 31 30 29 28 S. The exposed soils shall then be inspected b the o• TYP1 * ' ( 27 IQ p P y Soils Engineer, and any 6'G F. !/• I 9 + additional over-excavation shall then be made in accordance with the Soils Engineer's recommendations and as contained in the Soils report. • I 6. The exposed soils should • /ROUGH G/4AOE L/IVE (� I �- Ili 11 brought then be scarified to a minimum depth of 6 inches, Ht4Lsr�D _ - 8 ght to proper moisture content and compacted to at least 90% of the maxims TYPICAL 5ECTION (i0•/4 W F mum density obtainable by the A.S.T.M. D-1557-70 method of compaction to attafn t, a dense and unyielding condition. �j NOT 7Z� SCALL" �! � - Q ( 25 12 7 410) 7. Compaction shall be obtained by methods specified by the Soils Engineer. 37 38 39 40 41 42 43 44 y' I 8. At least 12" of soil compacted to 90% shall be provided beneath the parking and E'. 24 (3 3 6 driveway areas including areas .in cut. E 9. If any unknown sub-surface structures are encountered during construction, they, 5 shall be immediately brought to the attention of the Soils Engineer and Architect S0. /►/ UNLESS y 23�� I4 5 prior to proceeding. pTHERH�lSE S//OWN 10. Dust shall be controlled by watering throughout the- grading and building con- ` % 5 52 51 50 49 • 48 47 46 45 �I z� 1 struction operations. 7' i8 /8 ' Imo, 22 15 4 P '21. Protective measures shall be taken by the Contractor to protect adjacent property �, • \ ' 6s• 6.5 • Q � at a21 times during 3�j I g construction. Protective measures shall be taken by the Contractor so as not to cause an mud silt or del ys.. • Y iris onto public or adjacent property. An mud or debris on public property shall be removed immediately. 12. All grading and filling operations shall be observed, inspected and tested by 20 7 2 1 a licensed Soils Engineer approved by the,Owner and certificates provided for _ TOP OF CURB LINE ,' //. O.4(rYP. -'' •, : ..• 1` - C it). approval. 59 60 13. Prior to the start of any building construction the Contractor shall., l � � ' • _ 5 8 1 11 furnish the ' " 53 54 55 56 57 (9 Architect, Owner and the City with certifications from the Civil Engineer and 4S' • - , F ' II Soils Engineer that building pad subgrades are within 0.10 foot of the approved ROUGH G't�ADE' L//VE plans and that the proper compaction and preparation has been obtained. ; J 7 /��CAL S`.�C��N 50� R/rV 14. The Contractor shall employ the Civil Engineer and Soils Engineer as contained - herein for all staking, tests, inspections, supervision, certifications and NOT TO SCALE related work at his sole expense as a part of performing the work contained herein. �+ 15. No grading shall commence without obtaining grading permit and notifying i grading inspector 24 hours prior to the start of work. 16'. Prior to the delivery of asphalt to the site the Contractor shall obtain 43 certificates from .the Soils and Civil Engineer that the proper subgrade elevations and compaction have been obtained and shall furnish said certifi--:, /' V.�A/ES 4' 28.5 /4.5 cations to the Owner for approval. r ON ' 17., The General Contractor shall also be responsible to supervise and certify that ` _ Z:/ SLOPE proper compaction has been obtained by _subcontractors and agencies concerning /o s FF• R J5. utility line backfill including, but not limited to sewers, water lines, elec- ,f MIN �•i? L�l I RE• f trical, gas and landscape irrigation lines. X00, .3 6"JN/N P1� Z �!x _57 6RMAID 18. Responsibility for grading shall be assumed by the Engineer of work in accor- : ' . •. /155.7 \ � Z� I PAD � G e _ Top _ �� LJ/�G�� I dance with Chapter 70 of the Uniform Building Code. cIS FAI 0 FLS �1 25 Z '�pT�p,SO O.r11� `� .� �'� 19, The undersigned Civil Engineer will be responsible for professional inspections LOT � ��,P'I 5�� •• in accordance with Section 7014 of Uniform Building Code. EARIrl-1 /OWE 67a,4N/T Y E5T/M�1 TZ PO. CE'RT/F/CATES OF FINAL LOT GRAD/NG ARE" TO 8E S08- . 0 �4ou Grp L�r�e P M/TTED TO THE BU/LD/NG AND SAFETY 0/115/0/Y PRIOR TO z=/ S�o� _ S,ECTION B B �,..y�f�.�G S�C�ON CUT �/VOT� F!/VAL BUILD/NO /NSPE•CTIO/V BEQUESTS.' SIDE YARD DRAINAGE SWAL E 06,415 C- Y(AA W) TRACT NO. 9472 ROUGH GF�AD/NG .�l ,4RPL 1,,E_5 TO LOTS 27 28 4;f,4'5 �60 MA YBERiP Y lAY� • -/,630 C. Y. TREES PLAN HAS BEEN DE"5/GNEO AND EARTH- 2/ AN X95-l3U/L T GRf/O/NG PLAN !S TD BE SUBM/TTED 7Z7 THE +. OL TAIL -5,945 C. Y 5US5'1DE1C'£ WOII fW QUA/V T/7-IES COMPUTED, BASED BU/LD/NG ANO SAFETY D/Y/S/O/V P.4/OR TO R£L£i9SE OF �4O✓.4C�/t/T TO $/DE $��EET -3,770 C. Y. SHRINKAGE ON /NF0,4MAT/ON PRO1//DED /N THE GRAD/NG BOND. TYPICAL LOT' DfRA INA 6E LAG a =15,0700 Y. ADJUSTED 50/L_5 RCR0,1?T DWTCD /�1.4Y Z6 1977 22. ALL SLOPES EXC£ED/NG 5' /N YERT/GAL H£/GHT AR£ 7'O BE F/LL O�EPA.4E"D BY eICA�4,4V M/LL5 A5SOC. PLANTED W/Tf/ �9PPf�0VK0 PLANT / A7T-R/AL W/TH SSE OrP,q/rU,4G� AS S,S�WAI pN E,4Ch/ LDT 7 C. ToP oF' cuRe //,6sa C. Y APP.40YED hI/ATER/NG SYSTEM. ( L >j F. L. FLOW LINE /4�y4/ +2,700 C.Y. S0851DEVCE -.P. F0'H OF PAVE1vlENT /4 8306 Y4D,1055TED HfI I/E/y AVENUE ,z. F_„X/ST EL AE 770)V ► •� A21 2 -- -- -- t.x. //55.7 PAD ELEV,4T70NV ��I � ' CONC. BLK. 5/DEWAZX `' A �-SIC/3T CONTOUR l�Y.4LL rOfCoRAT/UE) 2 m t `v / 2•I SLOPE ' EL PFP I /,5' �} �• TYP/CAL SECT ON .4T iFE4e 3` LOTS 37 THROUGH 52 BENCH MARK N0. 8 27 (RESET) I MILE EAST ALONG HIGHLAND AVE. FROM Roth G2�� Gn h ARCHIBALD AVE. AT THE S.W. COR. HIGHLAND AND HAVEN AYES. SET BRASS DISK IN TOP ' ' / x �► ' :' WEST CONC. WALL OF DRAINAGE CHANNEL AT - CHAIN LINK FENCE 44 FT. / , r SOUTH END OF 4FT. '' T _l � � � .vim��� #,;rr -.» c--,� '�, •�.� f y.. ..$ z � ;:.,.� � �� �+���/ WEST CSO. BOUND LANES OF HAVEN AVE. €I a 146 FT. SOUTH C HIGHLAND AVE• ` #'.3 , ¢ -; NMas4 �vE/vU� fgn -i i C 1 tV I TY MAP ELEV. 1478. 026 4. PREPARED IN THE OFFICE OF SHEET 2•�� NO. DATE REVISION APP. - • J.P. KAPP 81 ASSOC I ATES,I TRACT NO. 9 "dONSULTING CIVIL ENGINEERS 501 PARK CENTER DR. SUITE 200 SANTA ANAtCALIFORNI'A 92750 x{rk E (714) 547-8445 P. g 1; , > �y' rs ,. ; , -7-z-o=1i7 _LE _ OF 3 SHEETS T- J. P KAoF R.C.E. V2115 DATE DRAWN DESIGNED SCALE DATE Ic •5 rtflc 9a�/tom �/ch 8o ¢ co's 6��h/gfl�G'Of'c. c�/Qir1 fix. L•3! , r- , . I /3 /3 L 2!6B• 29'82' �'I�' ' �. i epi�•h ro Jo/n r�/esrliJu/4r, ��� 3''_�a�1il�- - - -5 y, ��� � /�vi��'. 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TRACT No. 94? 2 } CONSULTING CIVIL ENGINEERS ' �1:i 17742 IRVINE BLVD. SUITE ZCJl6 �. - , , , B o u v a r d �' r� TUSTIN, CALIFORNIA 92680 { r «`y _ i PHONE (714) SM-0350 • • sUiT• tar TOWN i COUNTRY/, GRAND■ CAltf. 9=608 17141- 847-808• E i DRAWN DESIGNED SCALE DATE OF SHEETS J.P. KAPP R.C.E. 22015 DATE - - - +'. - .. l _ • � +- z - - -, - .. - - ,- - .is r t /rfo tj A4 /N ,6,0WO i BEA/✓1 �G. \G. ,�?�G - �G, B"'COAIC. BLOCK j tpI �t ;�� /e STREET iO4 o (, a • 0.a a .� : ' � `' - � � f�.v,,4,y ®,tvo.E a _ - � ' \I - #¢ nrn6 t - p N Y � 1f ' ao � ' � � -� ,�� � � !io•o Ip_ ! � 5� � ►o_ lo- �vl � i ��,.r7� 9 �" � � o 0 01 11 �c � --- ____ s - � �h t.� fl I � F • ,h$ f p I __ - ,FWD. S [ U� �Z.k - �, �/ I b I �o ' �+ / y G.F= s 'f. ro247 PADZ 3, i ; Olf 1 FF=58 iT /9�ET�//1//NG !�t/QLL ��'T.4lL -rtvP _ I �.E•GZB7 I F�6/9? 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' � E TG o m /G h�G _ t "k-/�fc_ _14- i �0(1 SECT/ON e- C ` , ; 6" 6.O 6 .00 6'0. 60 6O r p 9 '� 60• a 111 50a�9 2 ��� _ 1 -- -- f D SCALE - `` l -��93 4 -� ' - ?•�' x6.9 1 1 I n 00 to 'cv �5 �6 ,g s - ,�' I �a, N �� Q c� °�1 -� 10 Ip y �, cel ,• 1 . 3 f �• y l �' �. Qc - Via: Af itj � i 0 1 ! F.f=47,67 1q� + I FE•45.77i ">`i =45.37 FF-44 (`- V - I EF=4�. 1 1K EF=48.41 ;G.F-47.11 Fr 46071 6.F.45,Z7� i I��•44,B7 wF�411 -= --•--- ` F=48-�1 GF-47.97 =47.Oa ff=46$7 G.F::45.571 PAD 45:10 t-- 1�=4rtlD Q FAD-4B40P1411 9287 GF=4G3� 0=g5.4o; (- - -- I p ti Sz TIC ��N/ N 8 N N N C _L 1,4 \ Tf-lE.2 .ST�PE� �P/NG ST,eEET 0 /N HE , �2 c h � 7- FF 501 , 1 \ _ - 7�� e�y► I / _ Ir�� 3 / 1 !. N/NEOL TEENTH ST.�E�T lLf�i`/`r �Cr�MPh�O� =a9 I an - t83 Q� h Ay. - '�- *Oil y : y , . TUL/P O� LON.0 I. P�r9N,E 9 �/rPAT/yam BLOC.f� I, -MEAit/OFPI/I/G ' ' A �b �I s: a�. I �, -41 ` q4 a I `__ \. h - 0 - 96� ^(�•.(� -+ - �9L L. TF�EES /N /v/NETE�N TH S7' E 7770 Ekl PER PLAN fit, 2 IMAX. _ 2 3 _ 4 , I 5 p 1 7 n °� - K�\ - 3�'G E 4o Ole CO. cO/�/TER. 62.34 6O DO / (5'0 G� SEE ��" ,°' TYP/CAL SECT/ON 4 a - - - - - - - - - - - - - - - - - - -WW - ' 'h 'l r '1� P.�0999431 E 1 PP�`9 2 E p hal RP /9 TN STiPEET d l/ p - - - - - - . - aV��• QI;� (�. ,�_, � Qac,• �h. �. I`�� ti,�c,• �;��� � ,V� ;N :c�• iv ,� Fy ' r � foDT/NG NOTA ; r -A� �r -- • - ' ` EX/ST. P1//t//T. AT IEFT /ND/CAT,ES EXTRA ,CJE'inTi� fO071 a :. ..... PREPARED IN THE OFFICE OF SHEET ;- TRACT NO. 9472 KAPP 8� ASSOCIATES, INC. . { CONSULTING. CML ENGINEERS Boulevard Development 17742 IRVINE BLVD. Sl1ITE803 3; C TUSTIN, CALIFORNIA 92680 PHONE (714) 838-0350 t; 6L:ITE 106 TOWN L COUNTAYi •QAANGi>E CALIF. �Ii666 9714) 647 -4058 ' '. DRAWN DESIGNED SCALE DATE OF 3 SHEETS J.P. KAPP R.C.E. 22015 DATE