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HomeMy WebLinkAbout1299-D I. POM* IN THE CITY OF RANCHO CUCAMONGA GENERAL NOTES CONSTRUCTION NOTES & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DUNE IN ACCORDANCE WITH THESE PLANS, lO-- INSTALL 18" RCP (D-LOAD PER PROFILE) 730 LF THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FOR INSTALL 21" RCP (D-LOAD PER PROFILE) //7 LF PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE �— INSTALL 24" RCP (D-LOAD PER PROFILE) /263 LF RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. INSTALL 27" RCP (D-LOAD PER PROFILE) 4/6 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE 4 OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, �— INSTALL 30" RCP (D-LOAD PER PROFILE) 94 LF ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE INSTALL 36" RCP (D-LOAD PER PROFILE) 2052 LF IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO �— INSTALL 39" RCP (D-LOAD PER PROFILE) 42/ LF COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO S.P,R.R. a-- CONST. CATCH BASIN #1 CITY STD. 502 /5 E.4 CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF �— CONST. CATCH BASIN #2 CITY STD. 504 20 EA RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. Q 4, ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY �— CONST. JUNCTION STRUCTURE #A CITY STD. 508 ¢ EA LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED " J �- PRIOR TO PAVING. R. 1 53 1 } 11 CONST. MANHOLE #A CITY STD. 510 20 EQ 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER w FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND w 8 0 C�PE�fA 1 12 CONST. MANHOLE #B CITY STD. 511 3 ,E4 OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, w DANAE41 -' THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ¢ ' r w P�'qC`` 1 .5 z �— REMOVE BRICK & MORTAR PLUG to EA TO THE CITY ENGINEER FOR APPROVAL. op�v Y 1 ? 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN BELVINO E vmNO CONST. BRICK & MORTAR PLUG 2 FA HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. gEL SITE SHALL BE CLEANED UPON REQUEST OF THE.INSPECTOR. I,y qS� lu CONST. MODIFIED FLOOR OF M.H. B DETAIL ON SAME SHEET OF OCCURRENCE __ 2EA 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL EST (- FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 1 �— INSTALL U23 CHRISTY BASIN (2'x2') OR EQUAL W/WELDED STEEL GRATE, RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES IZ O 4 _ 3 1 1 W/CROSS BARS SEE DETAIL SHEET NO. 1 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, LINE H , \ 2 �7 -- C2�i�C5'T�P!/C7' ✓U/VCT70/V s'TiP[/CTUiPE #B /IC/Ty sTp. :509 WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE 1 J PLANS. ' 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE r 1 v ENGINEER. 0 AMEL14 p iVe 2 0 9, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY CO U,P/ND Ae�vE ar FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR r— SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION ___ ___PA{�0�•9 O,p/!/E_ ______ _ _ -- QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK -- --- — BASELINE ROAD 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. 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. O INDICATES SHEET NO. 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND PUBLIC, UNDERGROUND UTILITIES AND IT SHALL 1 j BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE - THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON I O -� - z-< _OR NOT AND TO PROTECT THEM FROM DAMAGE. THE INDEX MAP ° `T �- , _ F- WITH OR WITHOUT /C/Jr .1 CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR Q U ..� 7y: 2"WEEP HOLES 23 _-=- �:'� -=a-may • REPLACEMENT OF SAID UTILITES DAMAGED BY OPERATION. SCALE 1"= 300' w U. r 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF a W '`� Ko OUT A PIPE OR CHANNEL. N m ° WILSON AVENUE 12 77% OPEN FLOW AREA 6" 151/= f HOT DIP GALVANIZED FINISH `•:�: ? 19 Catch Christy I.O. Approx. W W W � .r: Basin Ordering Catch Wt. CONTACT SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION > > > 22% No. Code Basin Per Set AND FLOOD CONT ROL 48 HOURS PRIOR TO COMMENCEMENT OF CON- w w w I U23 023-7!WHD 2 x 2 les STRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING DIVISION) < a a (714) 387-2642, 825 EAST THIRD STREET, SAN BERNARDINO, CALIFORNIA HIGHLAND AVENUE � • Knock-Outs Available in Grade Ring and Catch Basins. 92415. ROJECT • Openings,Locations and Sizes to Job Specifications OpR�FESSroN / DEER �� Z w • With or Without Bottom. 19TH ST. CREEK Y 1I-_ • Progressive Webbed Knock-Outs Provide Maximum Flexibility Nd zCHANNEL W Permitting Pipe of Any Size to be Neatly and OuicklyGrou!ed U23 CRISTY BASIN DETAIL = Site. W J in at Job _ 2 > tJ • Standard Tongue and Groove Grade Rings are Available in + 6"Increments up to 4'High. No. 20596 m •All Reinforcing Steel Meets ASTM Specifications as Required. SO. PACIFIC RAILHOAD _ Exp 9 30 89 \ clvll BASELINE ROAD 9jf QF CA1���� VICINITY MAP UTILITY CONTACT IV.I-& CONTACT THE FOLLOWING, AS .REQUIRED, 48 HOURS DESCRIPTION OF REVISION DATE CITY PRIOR TO EXCMATION: APPROVED. CITY OF RANCHO CUCAMONGA GENERAL TELEPHONE COMPANY: (800)422-4132 . SOUTHERN CALIFORNIA GAS COMPANY: (714)529-2889 280 SOUTH LOCUST FOR UNDERGROUND 2191 EAST BIRCH STREET (714 )529-7070 POMONA, CA 91766 SERVICE BREA, CA 91621 STORM DRAIN IMPROVEMENT PLAN FOR SOUTHERN CALIFORNIA EDISON: (714 )529-2070 PACIFIC TELEPHONE: (714)999-5639 INFRASTRUCTURE SYSTEM 2191 EAST BIRCH STREET (714)529-2889 METROPOLITIAN WATER DISTRICT: (714 )593-7474 BREA, CA 92621 P.O. BOX 54153 PRIVATEENGINEER'S NOTICE TO CONTRACTOR CUCAMONGA WATER DISTRICT: (714)987-2591 LOS ANGELES, CA 90054 TITLE SHEET 9641 SAN BERNARDINO ROAD SAN GABRIEL VALLEY MUNICIPAL P.M. 9350 RANCHO CUCAMONGA, CA 91730 WATER DEPARTMENT: (818)969-2718 HE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE P.O. BOX 1299 STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE AZUSA, CA 91702 APPROVED BY: � DATE' 7-�2' AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. ZZ397 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOI DEPARTMENT OF 111USTRIAL RELATIONS' CONSTRUCTION SAFETY ORDERS•. CITY ENGINEER RCE. NO. IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BENCH MARK B.M. 163B DESIGN R�,CQM E PED 06NMORSE CONSULTING GROUP ft` f RSE CONSULTING GROUP gpFRssl (!�pCb PLANS. RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ELEV. 1297.297 _ ILN'Y,NG • [NGI4EfR7NG •_51A T",Vc woe G . P + PLANNING • ENGINEERING • SURVEYING CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND � 24' EAST OF t ETIWANDA 48601RVINEBOULEVARD,SUITE•201 -. Mp�� -- -— - ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND J1e WILLIAM LYON DRAWN IR VIN CALIFORNIA 92720-1999 „ h r^;= SHEET 48601RV1NEBnULEVARD,SUITE "201 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR AVENUE AND 40 NORTH (71 1)7 7 FAX(714)730.7260 cz No.20596 IRVINE,CALIFORNIA 92720-1999 ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER OF (t BASELINE, SET BRASS i."D" * OF LYON dS40 ARCH113ALD SUITE (714) 730-7117 • FAX(714)730-7260 IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 1N CONNECTION RANCHO CUCAt�OHGA, CALIFORNIA 91T�0 BENCH DISC. IN TOP OF CHECKED A� CICAI�E� DRAWING NO. WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NE END OF A 4X2 CONC. DEPARTMENT OF INDUSTRIAL RELATIONS" DATE � � FILE NO 'CO'NSTRUCTION SAFETY ORDERS'. NEGLIGENCE OF THE OWNER OR ENGINEER. BOX CULVERT. 12-99 - SHEET �`f OF I . . . . . . . . . . � . . . . . _ _ . _ __ _ _. B M . , . . _ B.M. 163B - _ _ _ . . - . . . . . . . . . , . � : - . � . �: . I . t . . . , . . . 1. . ; _ ___ . v - _ _ - LE 7 . . . : . . 1. T . • • � � 24 EAST OF IWANDA _ _ - . � _; _ _ _ _ _ 40 NORTH r . J . . . . . , _ . E, SET BRASS d' ESU . � AVENUE AND , - . : ._. . . OF BASELINE, __. S ` X51, . . A! , . . . - , . . t - • '" ` ` BENCH DISC. IN TOP OF f - __ NE END OF A 4'X2' CONC. . . : . BO -- ! � CSC __ . _ _ R X CULVERT . I . . . { _ _ _ I Ove-M- ata. . . .. , - _ i' _ tQ�` Ihrf' . : _ . i _ I „ - Qtao Co�3c - . �, . . : v : . cF . , , _ . , . -_ - ._ a a= Ae . . . - . . . I - . 1 . . NP C N -C a4N . . 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M,tO ZA?Ia^O &bl I INFRASTRUCTURE I � SYSTEM ClNC F 41NF � I P.M. 9350 APPROVED BY: r DATE: CITY ENGINEER RC.E NO. Z2 63-? DESIGN Vp isslpy R OMMEN6..tD NOIV`=_. CONSULTING GROUP Oe A� or F�.,,.r..��.u.oecwrc,�.,A-n.� � f�,V c. b�. h tiQ� ��y�, f) 48601RVIN BOULEVARD SUITE'201 �/ 2 IRVIN CjALIFORNIA 92720.1999 h � � DRAWN 710730-7117 No.20596 � SHEET �c EW sloa9 Civil- �a`p �OF CHECKED gl0FCAUF� DRAWING N0. DESCRIPTION OF REVISION DATE CITY 299- p � - - - . - - - __ ---:-------- ­_ ____­_ - I- - I - - - _ _ - - - L.- IAPPROVED DATE ILE NO SHEET 0F - JOB NO. 240-0800