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HomeMy WebLinkAbout922-D STI MATE OF QUANTITIES" _ GENERAL NOTES $ E/1. LOC-4Z 0EP.4E55/ON 1 4LL WORK S/14Z-Z BEDIOivE/N 4CCOrPOgA/CE 1�Y/T/! C/TY 0A-A',4' 1V0110 CZAC.4MONO,4 //07 LF Z RCP STOPz OrQ�a STD. RZ 4NS 4A D ST4NOAR0 •S'�C/F/C�JT/ONS FOR.�YJBL/C/i/0.4.f'S CONST/?//C- / E4. CAACN BAS/N PER S,B. co STD. 2OZQ Eq. MA7-10MLATEST ED/T/ON ANO SURPLEMENT. 2 Nf10L E q" / EA. MANE-/OLE B" Z. ;rVF CONTiP,4CTOP 5v141-L FURN/SH4 LETTER Q�CERl/E/C4T/O/V F.4bM T.4E P'PE / EA CATC//E?,l SIN NO. /e'WJ4) MANUF4C1-URER 45 TO T/1ETEST RESUL TS OC-PIPE /NST.4LL EO. 4 EA C.4TCf1945//Y NO. 3. 4LL P/PE LEN6,rXIS 51-10,oVNARE 110,91LON74L Pi92/ECT/ONS, UNLESS 07A-,ER- /DD LF /6" RCp W/SE NOTED. 26,42 LF 8"CURB 4/VO GUTTER 4.41-Z CONCRETE S//,4LL /•14!/,6,4 28 0.4Y COMPR41F5.5111E OF 9,, 250 PSI, UNLESS OT.4�6RWISE SI.10AVN. REMD!/4LS- SF/N/S/14LL E•YROSED E06ES f'V/TA1 .��4/NC.S/ C//,4MB'6' S. B 3 L F EX/ST/N6 /B"CMp / G.GYMENS/ONS.4�PE F.90M XWCE OF CONCRETE UNLESS OT.�/ERIV/SE SPEC/F/ED 7. ALL STEEL S/10l�VN 4Lt/.4CENT T04 F,4CE OF CONC'�QETE S/-14LL BE�L.4CE0 2" EX/ST/N6 CMP AND E/YD FiPpM rMCONCRFrF c4CE UNLESS OT•2/�VIN/SE SUOIt�N. SECT/ON TO BEREMO!/ED i 8.,4LL STEEL ro- 4T /S TO BE CONT/NZA0lJS S/1,4LL //41/,6.4 M/N/MUM L,4P 4!T SPL/CES / OF.�O B.4�P D/AJMETERS. *Tf/ESE !�C/ANT�T/ES,4RE EST/MgTES GWL Y. THE ! 9 4T T.�1E BEG/NN/NG AND END 0,c-4LL�U.QS,4 L.4YE�i'C�.4E/NFOQCEMENl S//.4LL CONTRgCT0.4 /S TO C4LC!/L4TE f1/S OG!//V FOR BE PL4CE0 w/T///N.�/NCyES OF T/1E T.P,4I/E/TSE CONSTRL/CT/ONS/NTS. ,B/D PI�RPOSES. /Q(/NG ESS OTf/E.4N//SE S.�/OIVjV, CONCRETE D/MENS/ONS S.U.4LL BE ME,4SUgE0 {�E.PT/CALL Y QQ A10e10ONT,4LL Y.4N0.404R4LLEL 0,9 4T B/G.qT,4/VG'L ES�OR R,,40/,4LJ TD Tf1E CENTERL/NE Ar CONSTRUCT/ON //. 4LL P/PES SAWZZ BEEMBEDOED .4 M/N/MUM OFA/NC'yES/Nl0 f+/FA0,W.4LLS OR OTyE�P sorRz1CTU.PES. /2 RE/NFGiQCEMENT SW,4ZZ BE L9EFO,QMED e4RS OF/NTE.QMEO/gTE 6'ROOESTEEL i 49 PEEP q S. T.M. .4-6/S, G'R40E GO i 8 ,4LL /TE/NFpQCEO BE BEDDED/NgCCO,p0,4/VCE f'I//T.i/CjTY OF R4NCf10 C//C41V0N6,4 STD. P<!,41V 3/9 C<lSEI UNLESS OT.yE,4f'Y/SE/NO/C.4- TED. /4 /JLL SrWAZ- 4N01-6rXL TRENC115.4FETY AEl1LES!'V/LL BE R!6'/LxYENFO.4CE0. I .5 .4 PE,QM/T S/•1.4LL BEOBT4!//YEO F•POM TyE C/TY OFR,4NC,yO CUC,41*V01V6.4 EN6/NEEQ/NG DEP,4�PTMENT PRIOR TO4AIYENCR0.4CAIMENT OR CONSTRI�C- T/ON,W1,r/-/// ST•PEET R161-11-0, N1,4Y. TESTS Ot-TRFNr11<JND S1rRl16",rUT7E B<IC�P/LL Sf/ALL BE�L'P�"Q4/rIEO CONSTRUCTION NOTES BYA.QE6/STE.PEO SO/L SEN6'/NEEP,4T CONTiQ•4CTORS E•!'PENSE. ,4/t1.Q/TTE�Y t RE.o0.4T OFT/1E COMP4CT/ON TESTS 5.�1�JLL BE SUBM/TIED TO T`yE C/TYEN6//VEER FOR 4PPR0!/.4L W/OTO S .oAP URF.9C/Nle. /Q CGLVSTRUCT 24"RCP STORMD�P.4/N /7. EST/M.4TE0 !�C/.4NT/T/ES�IiPEFO•P PE�PM/T.DUfTi�OSESONLY fyECONTiQgC'lOrP ZO L'ONSTiQL/CT MgN1/OLE4 pEi4 STD. Ol�S/G NO. S/O 5/14LL M4,('E fig/S O!'YNOETERM/N4l T/ON OFCONSTRUCT/ON 041,41YT/7/E5 BEF0'4E © CONSTRUCT C47CN B4S/N NO / OCR STD. DW6. NO. SUBM/TT/NG 8/D. 4NY/TEM OF WORe REQU/REO BY W,-SE.oLgNS /I4%1/C1-11SNOT 502 BASEL/NE R040 SPEC/F/C4LL Y LISTED IN T•yE ESTjM.4TED QU4NT/T/ES S q4Z L RECONS/OE.9PEO.4S /NCLUDEO //VTf1E OTf1ER/TEMSOF`t/0.4K ® CONSTf,'UCT B CURB,4N0 24"t;UTTE.Q PER STD. DWG. Q /8.M4.Y/MUM TRENC/I N//OTf/",,4LL BEOIJTS/DE P/PED/,4METE.?t2lO/NC'11E6' . NO. &03 W /94 T LOC,4T/ONS l t�.UE.PE•4E/NFOPCEO CONCRETE P/PE S.�,GQLL BE,/gC.C�EO, TyE i 50 CONSTRUCT LOC,4L DERRESS/GYV PER STD. OW6 5/8 h � STREN6Tf1 OF.�/PE LAS/6NATE0 /S FOR!/E•PT/C<JL LO<10 ONLY, 7AIECaV,rR4CTQ4 s . •,�, Sf1.4LL P�POIi/DE Qqp/T/ON.4L .4E/�t/�O�PCEMENT DSP STRENCTf16V-P/PE RzF /SPED �C4SE B/ L G , 5J TO AV1r ISTANO✓,4CA!/NG D.oE�P.4T/DNS. © /NST4LL /B 4CP PER PLAN � � v ,� O7 Ct�NSTRIJCT M.4A/h�OL E B RER STO.,D`t/G. NO. 5/! � O�J `•• $' 8Q CONSTiQlJCT G4 TCf18.45/N PE.Q SAN 43ERN,4iQD/NO COUNTY STD. NO. 202a. FOOTN/LL ,:�o BLVD. 9Q CONSTRUCT C4TC11 645/N NO. / PER STD. AO x16. NO. h 1JRROW //A O O � Q F.p -f� VICINITY MAP I al CALLE— CORGZON /2 STORM ORA/N ESMT. 1 ZO'STORM AW4/N ESMT Q- 27� SCALE.' z4 1?0 f CONS rRUCr /9 STORM ORI/N gt pREp �7 /a ( I COU T � P DESCRIPTION OF REVISION GATE APPROVED S/ o�� " CITY OF RANCHO CUCAMONGA 32 /5 /4 TITLE SHEET /3 —� 34STORM DRAIN IMPROVEMENTS RIC /2 � 1tmr 3e 37 TRACT NO. 10035 J kCQM 1N o 9 APPROVED BY DATE '" J 8 CITY ENGINEER / R.C.E. A41 7 DESIGN EPARED BY: RDED AMM N 2 G 6�l M FORGE 1- MiM MAC& �z CONSULT C �/NG CIVIL EN!1411YIQ CE - l 3 4 3 2/4 SO. EUCL A0 414ENUE DRAWN Nj¢9 8', 0439 ORN/q 9174/ SHEET ------ ------ CAM LOCATION MAP _ CHECKED DRAWING N0. G.H. MIM MACK RCE 9399 PATE 4/5/95 FILE NO. 299 92�'� _ 1 , _ - A _ ._ 1350 _.... . -.. . _._...._..._ .. . .. ......._ u_...._ _..... 1380/1340 •� .._ Q BE/VCf/M4R� y I ' ti Q 1 V CAPE R.R. UCAM0A16,A W,45N, C.�✓/S. LZ 't N. W S/DE OFN END OF,�o pl,6-R CK- N% - W # O o .4T ON: 1266.G 7G /ft) 27.75 Iff £ 'k� h h }t 2 vaki . r N ill / ^ Oq 1 •/ i .VI � B' 870 /270o160 X30/1320 1 b` t300 ' 4300 Q 912 5LM5F 5767 'T/NCUD!�� P/PE OKEi4 ; t R 1\ > L/`/B 4CP V cL - /! * v h �� '/�DPI1SD FS. OYER r— LAE ,4L aOf%LE'S G 9 S 0EXIST/NG f�OU/VD OYERP/PE S° v 8.� �1 9.106 Lf OF 24 1340 �. ,, s 1340/1300 Q• 6.p C.F.s V 130\ 1280 Z ao � J ti v 1 . O vDY� 1280 Z7.73 e 24 R.Cro` „ P3540 �F. O /54. 00 L� OF 2� R.C.R. - e.4 C.F.S. Q= 6.0 CA.S. Q v S�Ztr� V N t < � 1320 . 1320/1280 _ 1280/ 1260 1260 # ! O CONTRW-rO�/5 TO IYER/Fy � � _ E � �' � • . •� � H •, 4 _ ELEIiQT/ON /NTyE F/ELD ANO , ti O V Ws.= . . � � 1 v �. � • � /YOT/Fy Tf/EENG/NEEP Ckt-QNY O s8.9 � O/SCRER4141CY BEFORE O40CEE0/NG 000L.F. O24„R' . � v � !►�/TN CpNSTRL/CT/ON. Q f � '� •., � EX/ST. 42 RCP 1 N \ ° 9 ; 185.00 L F. pF PQ RCS' F ti \ ivOTE a . PROFILE SCALE ' v ti i t7.¢ C.F. . W. s. /NlrtcrlrFs;w rzxT StI�4FgCE`FtET�,4rroN a h t HORIZONTAL 1146 �- -. xX00 DO L dF 24 f? P \ VERTICAL f ? s _ _. _ . . 1..300 _ , , _ _ _ _ _ _. l_ . . .. . -126011240 � • �. � � - - . _ _ � 12 11 " 10 9 8 7 6 5 4 3 2 I 0 ' 210 CONSTRUCTION NOTES • } Qva�(�' ,� /QCONST.PC/CT 24"RCP STORM OR,41A1 / ti •b n N �1 y R 1��,1� OZ CONSTRUCT Af4A /OLE,4 "PER STD. OW6 MO. ( O ov\ h _�o # GO,��J,���P / � ®CONSTRUCT CgTC�/�4.5/N ND /PER STD. Dw6 / I I I I I Ip ?\ � �y 3 Y'�1t�,�i �v /i /✓Q 502 (W 4' 0=3 ' !/ 4 J P // / ®CONSTRUCT 8"CURB.4NO 24"GUTTE�4 PER / i \� -------J I---- I------� L------� rI EXIST/NG IR�� u; EX/ST42" / ` STD- DING NO. 303 q G �--J 30" CMP I Q W n R.C.P. / �� CO/VSTRC/CT LOC4L DERRESS/ON PER STS —V4—_ _ --� \ i D/VG' S/8 c,4sE a =G ' 5 �_-_-�- - ---- \, A"\ ©/NST,4LL AR ".4CP PER PLLIN /L A � I N p 77' �' - 7 � CONSTRUCT 1V 4Ny0Z-E B P4 STD. OtNG.ND. OS// PL4N SC,4LE •°� 8 CONSTRUCT C4Tl'fl&A SIN PER S4N BE5?N,4�QD/I✓O N- - --}---� -- - —�\ 8 L, 5 S-Ua / '¢O ? L�4t1/NAGEEQSEMENT TO G I� ��� CoUNTy SAO NO. 20ZQ• � / 3 V V C/lY OFR.4/YCf10 CC/C•4MONCiA 10 G '�' � �C CONST. N. 2 // � L d �. oRA/N/!GE EASEMENT // �� 22 9 •� V � 3� TO Tf/E C/Ty OFRANC /// � O3�V � O'/RER STD. Io p 26 25 ss 2/ CUC4/yON64 NO. 50Z 2 � p'l'c. I� • � . � PER GR.40//VG � �•�8 p %, � �I � - Q � PLAN(SEE- �ME/YS/Qy�� 9fi N.30 00 417 OETq/L 71 sh1 Z-71 4 79 27 24 20 h 2 /0 T Z 28 54' - �,: /(1C` ��3Gp.88 DESCRIPTION OF REVISION DATE APPROVED` \, z9 il' STORM ORA/N CURVE DATA / _ R A CITY OF RANCHO CUCAMONGA �1V c��Gr G� 5 6 �B x`32.44 Z 58 06 24 5. L (o • / �s�2 • w 400 45.G4, 25.00 PLAN AND PROFILE /5°48'45" 90. 00' 24.84' /2. 50' OF z 90 00 00 45.00 70.G 9 45.00 24 O Bs°42 39 z/0 00 /9089 G7G5 241 R.C. PSTORM DRAIN .0 ° 9 ' 2" �- � 5 /9000' /9509' /07/3'4, 70°49 '.Y4" 45.00' 55.63' .3200' TRACT Ng. 10035 4 V ,;� 'Yo�'sll,� -PCS y \� ,,�,3 �y •^ /y 67 78,03E z 7 30°00'00" 45.00' 23 66' /2.Olo" APPROVED BY DATE r C% .W o , 4j 3 �2 w� 114 8 30 08 29 90.00 47. 35 24. 23 CITY ENGINE R.C.E. 8 30 1J � DESIGN 7 � �� - � � GEPARED BY : ECOM DED / O,c- �101i Q A01 C7,-OR A/M/MMACA- ebEN b �_ �/ CONSULT/NG C/V/L ENGYNEE�PS 4�0623,BFB �T Sl/�c O�� , \ Z 1 C4M ONMR/Out/PORN/Q 9176/ 3 \ L cWL ( DRAWN C SHEET DETAIL ,.A.1 $' �,o STORM DRQ/N OF rr ?�J ` CHECKED G.H. MIM MACK RCE 9399 DRAWING NO. i E•4 SEME/VT SCALE.'/"=40 ' DATE 4-!s f ss FILE NO. 299 92�� 1