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HomeMy WebLinkAbout1008-D _�'N�ieAG NOTES - i. Ail work shall be dome in accordance rl M these ptans, the City of ' 'Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction- current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and C ! 'T _tf__ _0kA CHO Specifications. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected In place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- --- - -- --- -- -. - --- self with the site and shall be solely responsible for any damage to CONSTRUCTION PLAWfOR existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. s x K. A permit shall be obtained from the City of Rancho Cucamonga Engineering • Department prior to any encroachment or construction within City of Alft Rancho Cucamonga easement or right-of-way. S. Estimate of quantities is provided by the Engineer only for the con- ,, , venience of the City; the contractor shall make his own deter- RM _ _ DRAIN - — -- urination of construction quantities before submitting a bid. Any Item of work required by these plans which is not specifically listed In the estimate of quantities shall be considered as included in the other Items of work. 6. City approval of plans does not relieve the contractor from responsibility BASE LINE AVE. for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to SEE SHEET 10 FOR DETAILS the City Engineer for approval. 1 7. Work site and exteriorid'vetsshall be In a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 4 SHEET 7 SHEET 5 CONSTRUCTION NOTES IN ESTIMATE OF QUANTITIES UTILITY INFORMATION NO. DESCRIPTION UNIT QUANTITY STD. NO. I (D TRANSITION STRUCTURE (SHEET9) EA. I CUCAMONGA CO. WATER DISTRICT I t P. O. BIN 638 ® MANHOLE TYPE 'A' EA. 9 510 LINE ' " RANCHO CUCAMONGA , CA. 91730 ® MANHOLE TYPE 'B' EA. 5 511 SHEET 8 TELEPHONE : 987- 2591 ® JS N0. 4 PER L.A.C.F.C.D. STD. 2- D 193 EA. 2 , ATTENTION = GEORGE BLANCHARD w CONCRETE COLLAR, PER LA.CF.CD STD. 2-0393 EA. 8 m® g PRESSURE LOCKING MANHOLE COVER EA. ALTA LOMA H1 S0. CALIFORNIA EDISON CO. 3 PROJECT 1351 E. FRANCIS ® REMOVE INTERFERING PORTION OF 24" R.C.P. L.S. 80 L.F. _ LOCATION LEPHONE A 4768226 ® CATCH BASIN a LOCAL DEPRESSION EA. 3 .SOz,sia � � BASE LINE AVE. ATTENTION* ED LONG (9 TRANSITION STRUCTURE (SHEET 10) EA. I LIQ"C" SO. CALIFORNIA GAS CO. 10 CATCH BASIN TYPE 2 PER CITY OF RANCHO CUCAMONGA STD. 503 EA. I 503 MRK 1981 W. LUG 0 N I A AVE . NREDLANDS, CA. I I 72" R. C. P. (1650 -D ) L. F. 922 ® f TELEPHONE = 793-2725 JUNCTION STRUCT AS PER RANCHO CUCAMONGA=. EA. 2 508 I !�! FALO ALTO ST. Q 66 -"` " R.C. P. (//OD-DGENERAL TELEPHONE CO. ) L.F. x.284 4o- 9000 HELLMAN AVE. ozsi RANCHO CUCAMONGA, CA. 91730 5 60" R.C.P. (1700- D ) L.F. 472 � a TELEPHONE = 983- 1811 16 CONCRETE ENCASEMENT PER DETAIL SHT. 6 L.F 30 �,• �� ATTENTION = BILL HOLMAN CMJ" ST. CHINO BASIN MUNICIPAL WATER DISTRICT P. 54" R.C. (1000- D ) L.F. 383 f P.O. BOX 697 48" R.C.P. (1200- D ) L.F 41 0 RANCHO CUCAMONGA CA. 91730 Q 36" R.C.P. ( 1750- D ) L.F. 862 �® ET 4 TELEPHONE : 987- 17112 J ATTENTION = LARRY MILLER 36" R.C.P. ( 1000 - D ) L.F. 761 ~ 24 R.C.P. 2000- D L.F. 12 SAN 24 R.C.P. ( 1500- D) L.F. 24 ffRNARD No 18 R.C.P. ( 1000- D) L.F. 85 a ~ ~ 4 18" R.C.P (2000 -D ) L.F. 284 ® g FOOTHILL SVD. 5 18" R.C.P. ( 1750 - D ) L.F. 65 LINE T REMOVE EXISTING CONCRETE CHANNEL L.S. 12000 S.F. VICINITY MAP INLET BOX, 18" R.C.P STUB,AND J.S. NO 4 EA. I NOTE _ SCALE 1"=1300' I) PAY ITEM QUANTITIES FOR ALL R.C.P. ARE MEASURED ALONG THE HORIZONTAL ALIGNMENT ONLY , WITH NO ALLOWANCE Construction os con trruuctioon ont actor } agates that in accordance with generally accepted construction will be required to assume sole and complete responsibility for FOR SLOPE . CONTRACTOR SHOULD SHEET 3 job site conditions during the course of construction of the project,including safety of all persons , and property; that this requirement shall be made to apply continuously and not be limited to MODIFY HIS ORDER FROM PIPE SUPPLIER ' normal working'hours,and construction contractor further agrees to defend,indemnify and hold OfQAEn9frf1 TO ALLOW FOR SLOPE CORRECTION . design professional harmless from any and all liability, real or alleged, in connection with the &kw-dslvveyw I performance of work on this project,excepting liability arising from the sole negligence of design j 2) ALL ELEVATIONS SHOWN ON THESE STORM professional. ^tj DRAIN PLANS ARE TRUE ELEVATIONS ® REVISED INLET LINE B -SHT. 64-14- - 86 A.REVISED pUANTITIES SHT. I - S)V9A40A.e.t0 .4eW�VO4,eas CHANGED QUANTITIES SHT.I ;REVISED STRUCT.DET.SHT.9 CArl, QS✓.t/ Id91 - __%9A2 ADJUSTED ALIGNMENT 9 GRADE-SH15. 23.5.6- 3-OG-86 /9WA/A6il.A' fY10W:iV - - eritD /�i+PNHaC.E �� 2g" - �// ADJUSTED ALIGNMENT a GRADE-SHT. 7 CHANGED QUANTITIES-SHT. I 3W7" 1 21-66 6L DESCRIPTION OF REVISION ( �C� �� - �/� DATELPPRO ; CITY ✓4 a/G7�/ory slRu4 r T. rq•_ Si SHEET 2 " - � SLS �tr[lEl,E�s l,L1/w7Y iGCt� e!e2w�'GL' _ oi�>.��> s>•Q�✓o�.eo j✓�.ws %EET 6 CITY OF RANCHO CUCAMONGA TITLE SHEET LINE'S SEE SHEET 9 �•�4w-�✓6 FOR DETAILS RED HILL PARK STORM DRAIN �,��.7-,0,1_ 10 PW INDEX MAP APPROVED BY DATE �—69 6 �' a� r�ec/'u`�-sr'� /'mss SCALE 1"= 200' ENGINEER'S NOTICE TO CONTRACTOR CITY ENGINEER R.C.E. NO. 23889 siy(DItdVG>rV ,El3, �i✓O ,a/-.ee O 0.3)W. �►,�// j✓rV!yV_SIYfE.�3' ;P ~AaC ;V.AVVY The existence and location of any underground utility pipes or structures DESIGN - RECOMMENDED shown on these plans were obtained by a search of available records. These BENCH MARK = WILLDAN ASSOCIATES locations are approximate and shall be confirmed in the field by the Contrac- R.H.K. ENC4WERS • RAWNERS tor, so that any necessary adjustment can be made in alignment and/or grade CITY OF RANCHO CUCAMONGA B.M. #V 24 DRAWN + uWE.5JM10.SM .CA0i/E0 SHEET of the proposed improvement. The Contractor Is required to take due precau- ELEV. = 1450.344 FCAu1-� - 1 " OF 10 tionary measures to protect any utility lines shown and any other lines not of N f record or not shown on these plans. A CHIZ. 13 ON END OF CURB, N.W.C. OF CHECKED DRAWING NO. CARNELIAN es BASELINE . DAT FILE' MO.- �l� x -� s 1006- D : . ^ � , � ~ , � |. y -K ~ .` | L ` � :j co 0CO LU C#) z IL CL W. . IP: 0 0 .......... ..... ........ 0 cn CO z z 0 W) Z 0 LU w c ........ uj IX ...... quo z0. Oo C) 44 w PCZ W LL 0 U) vm 0 a Wcc Lu 77 7-M .t. 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''. . . . . . :;: :� ! :�! , \I . :. i :'��:�-:� � '. I . . � . � ; I . 4 . , .. L , L : i . I . -) :. �--' " I . � . ' -Ar; : 4 : . R 'X� q @ 6 F UY V/ ( .,:.,;.-t - —��'--. ..,.—.!...—.�.L.�.�-L.�.,,.�-..�.j..��,.� � I � , �- T4.!�—. i I I sAm'. I i-4 --.., m q �.Iyll -. f-- ::L . . . . . .. q I.: . t -—TT f-- ) T I : I I i : j .L : t. H �. - I I I :: . I I I T : . � : : I i t / \ I. 1 ­.'.—'�':­ t. J . " , :. .:. . .; : :L!-��---'..-�-" --:�. - ..:�imt-�4-."-- . L -.-. -..'�.....- �rl "7-r--'t`:: . � ii� . : ; L� T :� ; � � i � :.:�. -� . ' I ; a I- i . ` ✓ 2- "`8 �'R 2-�4 PER L�36""/>?C.P. 4 @ Iz EACY FACE" EXP- JOIE SECTION 9-A SECTION A A MATERG9L GENERAL STRUCTURAL NOTES : EXISTIIIII; I �tl PROPOSED I /0~W,1LL ~SEE+ ITHESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON PLANS S1DEWi9LfC F/N/st/ C�F2i'1DE .. Tu/ SFC TlOst/ C -C 1338 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE f 1985 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC 6-*1# E-"1 mcs- WORKS CONSTRUCTION 00, • CXr. INTO /D" WALL • I. CONTRACTOR SHALL VERIFY ALL EXISTING CON Di r"M AND 1334 .0 ;• •;�_' DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS // r -�� GP •'• • EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE /331. 4 Z3 ��!� ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH ( (o T WORK. — I 3 1330 �� ¢ £A�'H � 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO I AS SHOWN (TYPE ASSURE THAT THE CONCRETE PIERS AND BEAMS ARE ADE- -- V M 2• 6., QUATELY BRACED DURING CONSTRUCTION. EX/STING INVERT � � 4• TIONALL S WORK ALL RESPECTSORM AND TO EPLANS BE SUBJECT�TOpApp ICA- ROVAL AOWE� BY THE ENGINEER. /NY. SLAB PER. /e *4- AG90-/ R�'.r S. ALL CONCRETE SHALL "AVE A MINIMUM ULTIMATE COMPRES- . _S ECT I O N E - E SIVE STRENGTH OF 3,250 PSI AT W DAYS. AGGREGATES SECTION D-a- D d - - �----- SHALL CONFORM TO ASTM C-33. SCALE 1/2��=I'-0 6. CEMENT FOR CONCRETE, SHALL BE TYPE 1 OR 11 PORTLAND - SCALE : I/4"= ILO � � � ! CEMENT CONFORMING TO ASTM C-150. it" 1 - - - _._ T. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 11- 4 r/E & 6 V - - f CLEAR UNLESS OTHERWISE SHOWN. %2~ EXP .J►O/NT MATERIAL _ 2-'08 I 6. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE 'PROFILE AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE 1 ; I PLAN EXCEPT AS OTHERWISE SHOWN. EX/STING S/DEWr9LlC � ( ` 9. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED 1338 I ¢ E�t!'f/ _ - -_ _ _ - OR BEVELED. r� As SHOWN(�YP> , -J 10. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 01 A4-to.IZM4Y. DOWEL TO 133/ 5•¢r>+� N '`'' �,��.� EACf-/ FACE 11, NO SPLICES IN TRANSVERSE OR VERTICAL STEEL REINFORCE- 1334 MENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAW- 1116' EX/S"T SLAB �o//Y q i7 X •• . '•. Q J GP INGS WITHOUT APPROVAL PER. OF THE ENGINEER. � M 1916 W//w STD 0-M4-' - HOOfI EfthrEND, � 4� : 12. EXPANSION JOINT MATERIAL SHALL BE }" THICK PkEMOLDED -r'� a - I 'u ASPHALTIC FILLER. 1330 �cm EACH F M �2 q. 13. ALL BAR BENDS AND HOOKS AND PLACEMENT OF REINFORCE- ,r " - a MENT SHALL CONFORM TO A.C.I.-318. /NI/ERT /Z . G . _ - ! 14. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1}" FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 13. CONCRETE THAT IS REMOVED SHALL BE CLEANLY REMOVED BY O I' SAWCUTTING OR OTHER METHODS TO REDUCE DAMAGE TO RE- __ MAINING CONCRETE. bECTION � © I 16. REMAINING CONCRETE WHICH IS DAMAGED BY REMOVAL SHALL - SCALE= V4�= ILO _ ) • ; BE CLEANED OR SANDBLASTED TO EXPOSE CLEAN AGGREGATE t AND PATCHED WITH PCC GROUT TO MATCH EXISTING CON- a&<50 Wiry sm. 90@kOOK � CRETE. • �9TE•9CH ENO EACf/ FACE C!"YPj ' ' NEW SCAB OR W.9t[ EX/ST. BOX SL�98 O _ POCT/O/V r 0,'= B COMC 725Ar SECTION 1 p ' Oit/ ABUT. LU,4L L - SCALE: 1/2"=1'-0" EX/STING RA Or. '� N �' ' I 4 2» -R /0 '1!4 x 24"E� /2" • M/N. /".®' OR/LL f�+fal. - EL T?7 EXIST' e/ 1. OF 72VINNZ-R SLAB AND G'�YIT IWJD AWr. PER. a� Ovj/OA/AL OR WALL .._ e _ s ROI�h�NED N CONST. JO/Nr � BOK OF EX',CST •. . . f •. •i: �• _ � N SIDEWALK i IN cF't�YIGNENED _ /2 sEE - ,Q A -)9 I /o �` 7z RC,P ► :. _ , l �: _ _ ,a �'4e/6"CTYP� �k cc ,off ! • . _ TO ZERO 3 Fl ! s, vr Exisri/vG ti /f r�� p� o �r ( r�s•oE- , soxDOWELJOINT INVERT /9AV REMOVE �'�7 NO SCALE _ • • "� \ - t� `' CH/lNIVE'L.(SCaa' - — — -- - --=:�/ - n? :!!` —_ 15'TO?M 1OR141NPGA/VS CH�9NNE-L V RGY�GH£JUED E L E / 310`8 � � SEN RR �2 (//5 ON - / CONST MAYA CITY N __� _ DESCRIPTION OF REVISION DATE PPRO YED N I • rD 36"" R.C.P ,� j CITY OF RANCHO CUCAMONGA 4e l2 6e/2 6 ee E '� �A�1%f�E ,� /NL.ET PER 2 �— •....— .... — — — ————— - �o� EMBEDMENT — _ /D _- . z� r �_ HADK/,�LL TRANSITION STRUCTURE N_ DESIGN DATA --` STRESSES LOADS SECTION C-C O NEW PIPES TO EXISTING BOX !.l'JKn r0 EX/ST SCALE, 112°= i'_0° APPROVED BY DATE 1"i'Ir _040 -- �9B1/T F�I e f� _� 3250 PSI e 26 DWS DERV 40�9D -SOIL= 129 PSF CITY ENGINEE R.C.E. NO. 23889 ~ 4C = /462 PSI G/1/E UZW OORW) = 2'5WCWR DESIGN - RECOMMENDED 6 fs 24 000 PS/ G/VE LSD CV&C7:) = 3010 PSF EX/ST/NG AsvT W I LLDAN ASSOCIATES PLANn = e.9 _ - SO2 EF-P�h�1Z.> _ 4-0 PSF' � • PLANNERS DRAWN ,»oCy"At"V LA" x�„e.w+�*k90 'C0 riae� SHEET 1* SCALE: 1/4��=1�-0" K.R.K. �- or 10 411 CHECKED • + ¢ DRAWING NO. I IfO. � p G.ANTONUCCI DATE ///-s B5 �n r no. j 1 ODS-• ) 1 Or-7"AbW_ Af'a)W#_/VED COVSr. .A:71 /r G7 , eY-Y/E.� PES GAe'FCO cS'T12 L.A CFCO 67Z:P OW4f OP770A/AL COACT J/NT OWE 4/o Z-O¢7Z. COW4FR w (TYR) w To 8E .s�aTTi5'p _ o• Y• I ����E P A�� we ,6-�`•� I P MI OF.S'LAB oN ySTO OWE NP C Sr" 2 6 -,O/07 Q FEATHER GROUT TO �.� : ,° ZERO /=6 /NS/DE BOX — -- G w-Tr. JO/Nr L• I SEE SECT/O/V C-C G ACFCL7 STO. -- N ° Z-O/9/ CAsE3 I j�F'F7T _ /2N ISR/ESI2~ _ MANHOLE -AND INLET DETAIL p SECTIOND NO SCALE SCALE: 1/2,,= i,- oil SECTION - - SCALE= 1/2 TO'l I ,B&I4M • _�4'tlax IwTO SLAB BOTTOM REINF. - �YEAO/i!/AGL v C7 � .• j �C crecur : No SCALE Ile � �4c/D• _ - �Etz 04 *4 G/c3' SEcr�pn/S 9-ff G-G _ _ - : _ � �� tel•" ,i9BUT I SECTION C-C PIER NOSE DETAIL, / � SCALE: 1/2 = ILO NO SCALE — I I I2" .3-0.. /2.. 3-0" I2`" 6" ABUT IN, -DETAIL ,q)±, 9 SCALE: 1/2"= 1'-0'� ¢ � /S/oJV ro 1 G&NE,eAL eC�/ - - - _ /NS/DE OF BOX (7 R) I . •: 1 p [ ,,r,, SEE-5CCT/ON C-C CITY BOX DESCRIPTION OF REVISION DATE PPROV AND 54"R.C.P. - ------ --�-- - - ------ - n� RG. CITY OF RANCHO CUCAMONGA 'v EX/ST. m"R.CP R �' _ _TRANS1TlON STRUCTURE r r. TWO EXISTING 36" FtC.P TO ONE NEW 54" R.C.P ` Q APPROVED BY DATE 1-167,660 1 CITY ENGINEE R.C.E. NO. 23889 DESIGN WILL AN A=CIATES RECOMMENDED - SECTION �-� M.A.CULLINANE E�G�wEERS * � DRAWN - , IN"09Mtrry UW*.KM 110,SM MPWAMMa 924w SHEET SCALE: I/2� = 1�=0� KRK _ (714110"4143io 0Fio' LAN SCALE: 1/4 =I-O" NECKED 1�4Mr A.C.E. ND. so DRAWING NO. G. ANTONUCCI DATE //41r-66 FILE NO. �dO j