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HomeMy WebLinkAbout1540 1 i i IRAA'S. V 1148 I S. i { t 0 V 1cp I O J ) I , -i '�' 11 1 _RA L NO TESGENE � ,+ V +� + ' j 1 I i 'v v �r + C v v I Ay, I 1 ' 1. ALL WORK SHALL DONE IN STRICT CONFORMANCE WITH CURRENT i I I I�t- O I v O *o �t ' �t O O , c'J` a I I _ i { LlCITY OF ONTARIO STANDARD DRAWINGS, AND STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. Ii i 1 I i I { , 2. ALL REFERENCED STANDARDS ARE CITY OF ONTARIO UNLESS + - } PROJEC T 4 TH STREET k ,r OTHERWISE NOTED. i ' �` 0.�x Q i T0�' O CUlB A 48 ! N16 ! 3. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT -1040 UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER Q �' PRIOR TO THE ISSUANCE OF THE THE CITYS ENCROACHMENT PERM11. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT � I I Q ( 48 HOURS MINIMUM) IN ADVANCE OF ANY CONCOUR ST. 800-422-4133, I �j z CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. of 10 .i O N O j r\ co I ^ I �� + O 1 µ 1 Z �1 C� i Ito .tl N coi ft ^; � IRI ; o� I W 2 �' 4. THE CONTRACTOR SHALL_ NOTIFY SOUTHERN CALIFORNIA EDISON 1 , + 1`F ! I I + + + •� + + I + ? o o 1 o Q COMMENCEMENT OF WORK IN THE GENERAL � .• � � � COMPANY 24 HOUR PRIOR TO INLAND EMPIRE BOULEVARD Z (QAREA OF THEIR EXISTING FACILITIES. li � . EX F a THE CONTRACTOR SHALL_ EXAMINE CAREFULLY THE SITE OF THE ' ! ; I FO ioNTEMPLATED. THE PLANS AND SPECIFICATIONS. THE r0.� j . WORK CO1 0.2% ; " .� -- jI j fi-•- - ; 2 j SUBMISSION OF A BID SHALL BE CONCLUSIVE EVIDENCE THAT THE Tv ! �Q O__ VICINITY l MAP 3 Z CONTRACTOR HAS INVESTIGATED AND IS SATISFIED AS TO THE ��(�� CONDITIONS TO BE ENCOUNTERED AS TO THE CHARACTER, QUALITY i I TUf' MEdIAN CURS , I I ; I i I i NOT TO SCALE W Q AND SCOPE OF THE WORK TO BE PERFORMED, THE QUANTITIES OF E MATERIALS TO BE FURNISHED AN AS HE REQUIREMENTS OF THE M S R ED D O T i t I j t I BID PROPOSAL, PLANS AND SPECIFICATIONS. TRUC PON / TES CONS 6. THE CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL I i I i i iI FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY ! I I I I I i j I I 1 1 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF ONTARIO f0 LF RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING �; I I I _-- ._ j _ ._- - > -.._ S! . . _ _ -- - _ _ +---- _ } ---- ---- _.j - ----j_.--- t - - --- 5 TYPE B) DIRECTLY OR INDIRECTLY FROM HIS OPERATION WHETHER OR NOT � . 4 STD DWG 10 SHOWN ON THESE PLANS. EX , SL T � ` t O2 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY O�' RANCHO 6 LF ' ' I __ -_� __ _ __ _ _ ___ _, ___._.__ _.__j i _'1 . __ ___ .. .�._. f ___.___� ____ _.1 . . .__ _ ..._ . CUCAMONGA STD. DWG. 104 (TYPE A2-8) 7. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO I ; ! _ r 5X 0.5% t _ j j ! j j BE REMOVED OR RELOCATED BY THEIR RESPECTIVE OWNERS AT THE CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF ONTARIO 20 LF DIRECTION OF THE CITY ENGINEER. THE CONTRACTOR IS REFERRED STD. DWG. 105 (CURB FACE VARIES FROM 8 TO 0 ) TO SECTION 5 OF THE STANDARD SPECIFICATIONS. TRRP45. ; TRRnIs t I 1 I j j I O CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF RANCHO 20 LF 8. ALL UTILITIES WERE LOCATED FROM RECORDS AND WERE NOT -a - - - ! - � - - - -- - - } - I - 1 - -- - - - --- - 1 -}. I +, ! - - - 0" - t- o"-$" - ? - t - - t t CUCAMONGA STD. DWG. 104 (CURB FACE VARIES FROM 8" TO 0") LOCATED IN THE FIELD. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. I ' j j IW DATA O5 CONSTRUCT TYPE D CONCRETE CURB PER CITY OF ONTARIO STD. 155 LF r i j I I I , ' a._ ..-. ! ____ .- _�-- - -._ - ; I _ - . -_ - _.i . . I _.. _. -_: -.- t - - t 9. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF 1 _ r , - u G cs c� t o ._ ._ I I R L T STD. DWG. 105 / O r, N , CAL.O.S.H.A. { .� h ►.� ap M ►•� h j of Ih i ; A 90 24 52 .3.00 4.733 3.02 + � r\ .� � ., la .- �3 ; o ko I I j 6 CONSTRUCT 5" AC OVER 7" CL 11 AB (SEE GENERAL NOTE 20) 5480 SF CS cS 1 B 89,35,08" 3.00 4.69' 2.98 10. CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF O7 COLD PLANE (2") AND CONSTRUCT 2" AC OVERLAY 1270 SF INDUSTRIAL SAFETY PERMIT TO THE CITIES OF ONTARIO AND RANCHO CUCAMONGA. I C 180,00,00" 7.00 21.99' I I I I � -._ __ I - - �. _.� � rte_. .� :� j 11 + - - - i - - �- - - - - - -- - ' 1- ' I - -} - - - - i - _.� - O8 SAWCUT AND REMOVE £XSITNG CONCRETE CURB AND GUTTER 96 LF 11. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6409.1(B) OF THE CALIFORNIA LABOR CODE, O9 SAWCUT AND REMOVE EXISTING AC PAVEMENT 7320 SF THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY AND THE CITIES OF ONTARIO AND RANCHO CUCAMONGA. U 10 CONSTRUCT 0" CF CONCRETE CURB AND GUTTER PER CITY OF 10 LF �2 2 `� � 2 � �' �' ONTARIO SID. DWG. 105 12. STATIONING IS ALONG CENTERLINE OF STREET UNLESS Q PROFILE SCALES Q o o `' � OTHERWISE NOTED. a HORIZ = 1"=20 f1 CONSTRUCT 0" CF CONCRETE CURB AND GUTTER PER CITY OF 10 LF 1 c W W �� k c35 _ "- O RANCHO CUCAMONGA STD. DWG. 104 13. PAVEMENT SHALL NOT BE PLACED UNTIL ALL UNDERGROUND m w V J W tJ5 r-,V) VERT -2 FACILITIES HAVE BEEN INSTALLED, TESTED AND APPROVED BY THE �' �t2 ao ) V W) i to 9�' 12 INSTALL SANTA FE RAILWAY CO. APPROVED CONCRETE 120 1R FT CITY ENGINEER OF ONTARIO AND RANCHO CUCAMONGA. + »i i o, .f W .f .r = -- : , ►7 0, o,i� , I V 2 W Q CROSSING PANELS WI 1 H RUBBER INS _RTS. AND REPAVE + �� Jo 14. THE CONTRACTOR SHALL OBTAIN ANO-FEE TRAFFIC CONTROL o o W w �, N STREET WRACK APPROACHES. r�' p -', � I �, + Z '� p �_ + 2l2 R/IN PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE v I f5^ o 1 J CONSTRUCT RI VER WASHED GRAN/J£ COBBLESTONES PER CITY OF 1390 SF % r R/W �� b �2 co v O PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION T -- *n _ - -* - - RANCHO CUCAMONGA STD. DWG. 537, CASE 1. 7-10.3 OF THE STANDARD SPECIFICATIONS. 16 - f 14 CONSTRUCT 5' PCC SIDEWALK PER CITY OF ONTARIO SID. DWG. 1098 100 SF 15. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING r 03 TRAFFIC STRIPING AND/OR PAVEMENT MARKING, WHICH DURING _ _. __- _ .__ _ _ _._ _ _____ _. _.___- _ - ___.� ,� ,�: _ _ .. - _ - _ _ -_-- .-_ - -. . _ -- -.-.-- _-_ -- __ _. -___._ sem, 15 CONSTRUCT 5' PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 1 100 SF OPERATIONS HAVE BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING ao 2 AND MARKING SHALL BE DONE IN CONFORMANCE WITH SECTION 310- /� 11 f2 • I • ,' 11 4 16 CONSTRUCT REDWOOD HEADER (? X4 ). 48 LF 5.6 OF THE STANDARD SPECIFICATIONS. W / 4 ►;I, w 0 i.9 17 INSTALL 2" THICK LAYER OF GRAVEL 160 SF " � � � � � T O 16. SEWER AND DRAINAGE MANHOLES, AND WATER VALVE BOXES EX. 18 SEWER' FOUR TH S TREE / SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. S h / S, `. ,. S 'r'' S S 18 SAWCUT AND REMOVE POR77ON OF EXIS77MG PCC SIDEWALK 25 SF + ' 2 ^.- '. + __. + _ _ . . __ _. _ . RAILROAD CROSSING SIGNALS AND APPURTENANCES TO BE COORDINATED 17. PAVEMENT THICKNESS SHOWN IS FOR BID COMPARISON ONLY. SHALL DETERMINED Y A IL _ '`• 'h *� `F FINAL A.C. PAVEMENT THICKNESS BE DETE E 6 SO AND INSTALLED BY INE SANTA FE RAILWAY COMPANY. TRACK WORK, AND A { } B 5 \ TEST PRIOR TO PAVING. ick ALL OTHER RELATED STREET CONSTRUC170N, TO BE COORDINATED AND -1 { > 13 CONSTRUCTED BY THE ASSIGNED CONTRACTOR. _ - - � �„ _ - STREET 18. THE CONTRACTOR SHALL CHIP OR STAMP A TWO IN "S". "VY" - -- o " CITY OF RANCHO CUCAMONGA OR "SD" IN CURB FACE OR TOP OF CURB TO IDENTIFY THE C so t o I 4 N �2 � C N894759 E LOCATIONS SEWER, WATER OR STORM DRAIN SERVICES. X i� 4 144 % 2' 145 RIVER WASHED GRANITE CALIFORNIA COUNCIL OF CIVIL ENGINEERS h LAND SURVEYORS 143 CITY OF ONTARIO COBBLESTONE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 19. THE CONTRACTOR SHALL PROVIDE TO THE OWNER, ENGINEER AND 1Typ ,.. 5 '� _. . __. .-_ _-- _ 2X I 2% CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND TH - `- --� COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF " E CITIES" OF ONTARIO AND RANCHO CUCAMONGA A COMPLETE SET OF 7 I 5 Z - -� 1 THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT AS-BUILT DRAWINGS WITH LOCATIONS AND ELEVATIONS OF ALL UTILITIES. B A �. .i U I MAL WORKING H SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR IN OURS, AND �u __.. m � _. .. .. Y..,q -• - --- - - - ._ _- _ --_ _ 13 CONSTRUCTION' CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN -- - -- y h N 6 0. /I �j PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH • 20. THE STRUCTURAL SECTIONS SHOWN ARE ASSUMED. AT THE p �6 9 v 1 I � Q THE PERFORMANCE of WORK ON THIS PROJECT, EXCEPTING UABILTY ARISING FROM THE SOLE COMPLETION OF ROUGH GRADING A SOILS TEST INCLUDING R-VALUE ,q t g 6 �, �� A SEC77ON B-B NEG IGENCE OF DESIGN PROFESSIONAL. SHALL BE DETERMINED AND A MATERIAL REPORT SHALL BE PREPARED wi oS - + W TYP. FOR BOTH MEDIANS BY A QUALIFIED GEOTECHNICAL ENGINEER. THE REPORT SHALL PRIVATE ENGINEERS NOTICE TO CONTRACTORS INCLUDE RECOMMENDED STRUCTURAL SECTIONS AND SHALL BE a SUBMITTED FOR CITY ENGINEER OF ONTARIO AND RANCHO CUCAMONGA - �- EX. SCE CONDUIT � � I 10 1 � � 7 j " � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON (PROTECT IN PLACE) 1 10 `. �Z). * I } i _ THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE REVIEW AND APPROVAL, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR .. RPRECAUTIONARY MEASURES T PR TFT THEUTILITIES SHOWN • A TRAFFIC INDEX OF 0.5 SHALL BE USED FOR THE PAVEMENT DESIGN. -- - .- --- --------- ,, RAIL IS REQUIRED DOTHER TAKE ORSTR STRUCTURES NOTSHOWNON THESE PLANS. 21. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA - A j ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION CONTRA PERFORMING WORK SHOWN ON OR RELATED TO THESE j TOR - - ALL CONTRACTORS AND SUBCONTRACTORS PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. U ONTARIO ' VARIES VARIES TO MK�K AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL A COPY OF SUCH PERMIT SHALL BE SUBMITTED TO THE CITY OF _ 2 Q O Cl __- _ COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. » R W J ! 14 �� 2 �� � � CONCURRENT WITH THE CITY OF ONTARIO ENCROACHMENT PERMIT. EX. 48 0 RCP / U Q Z 16 ` j 14 Q Q C7 R NEW AC/AB I DEPARTMENT OF LABOR, AND NTH THE STATE OF CALIFORNIA DEPARTMFNT OF INDUSTRIAL (PROTECT IN PLACE) �Q � o 3 Q , RELATION, CONSTRUC ON SAFE ORDERS". t - _ THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND CAU110N: THE ENGy GES AND USES THE CONTRACTOR SHALL VERIFY THE o -- -- - k'- - -__ _. . --- _ _ - x" -- ,- , ��_ ® RE ONSIBLE F OR LIABLE O /1 / SUBC,Ot TRACTORS' COMPLIANCE WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR, ON: THE I N NEER PREPARING THESE PLANS >IMILL NOT BE ' OR, LOCA TION AND DEPTH PRIOR TO ss uN AU A \ m V U o v 41 N ` V q d v �� V N t1 ':{ _�-- ' CHANGES TO OR USES OF THESE PLANS. THE INSTALLATION OF THE V V Q i v �77 - -� `-- OF THE U.S. DEPARTMENT of LABOR OR 1A T)i THE STATE OF CALIFORNIA DEPARTMENT U) o 0 o W o rn �g o o eo 0 0 ` NEW AC/AB CROSSING SIGNAL. h Q N N I J N 'Me N v $ 1 N V I N ao N Q 1 CONC. RAIL CROSSING OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS .� o; W ►� ca 2 v R � ao - '� �1 b I © NOTE: r•� h co �o Q ,,� r\ O 2 co o O O CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE + + + t 2 '� , + + + + + + QOF E SSI FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJE CT, CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF 2 2 v� v ' o + + + oc� o 2 .� 2 Q 0k SA & REMOVE EX. PAONG 09 `� � � ,.._IWm � LZL, � b � � Q� J�` �Ry CO(.D PLANE EX. PAVING INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOItiREMENT SHALL APPLY THE CITY 'INSPECTOR, THE REQUIRE() PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CONST 2" AC OVERLAY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR CITY ENGINEER OF ONTARIO AND RANCHO CUCAMONGA FOR REVIEW. SHALL. DEFEND,INDEV.NIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND Z © ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS • OR AS REQUIRED TO PROTECT �•+ PROJFCT, EXCEPTING FOR LIABIUTY ARIS'NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE EXISTING STORM DRAIN. C I T Y O F RANCHO CUCAMONGA * Ev. 3a 9� ; sEc noN A-A ENG NrFR. RECOMMENDED ��. DATE: � _..__ f APPROTY VED B R � . R.C.E. N0. 24953 r•,lf O C A,IIF���\! KE VISIONS_ - _ DESIGNED BY Ml1l�" . BENCH ��� NO. �E l_ V. 1x1. .4 9 ( I A I l PLAN ��� t ' I � Cl l I �,...L.- sl­i E F � _ I. �f 1 MARK DATE BY APPROVEL�/RCE NO. DATE 1 D 94' LOCATION: __�_ WI L., L�. I A M S O N ��Cl I I M I �J . _ _ ._ _ CITY F ONTARIODRAWfid BY Tf7V _' _ S.B. CO. B.M. SPSN 01084 HUITT- 101 _� �� � ` FOURTH STR [_ E F� ,II _ CROSSING AND C��N-I ac _ s s-95 4762 - S..__ .- DATE 10-, 9.. 4 REVIEWED BY -- � �•.� -r 1101 S, MI,I IKON AVE, SIE. G • ORU�,�, CA!��t,.��. 91761 • (�,•`j 3t?;� !BOG I \ _ ._. � DATI " BOL T TOP OF CURE' N. SIDE "G" S TRE, T 500'f E: _ _ _ ,�_ ___.__ _r_ S T E T I M F' f O V M N ���ouN, -- CHECKED BY _ 5^ OF CL DAY CRFFK CHANNFI: 1' E, END KL DPI VE �P:•IN-� By MAURICE H. MURAD ; �.cE c n:.Tt � LAG) � C� 144+ 53. 55DWG. NO.R_- -_ ACCEPTED BY ��.. , � l t ; 1,� fr�ut S T A. 1 � + 3 4 . 5 1 C STA.. DATE TO 5125 "G" STNI E T, 0.9 MIL.FS 14: OF ETi '`1�'Ljfi. _ 333 _ ,fir " "� �� a..__ G I TY 0F R.C. DWG. NO, IS f0