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HomeMy WebLinkAbout1409-D GENERAL NOTES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, • THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN 1 INSTALL 18" RCP D-LOAD PER PROFILE 494 LF BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. 2� INSTALL 24" RCP D-LOAD PER PROFILE 794 LF CONTRACTOR SHALLFAMILIAR WITH AND SHALL BE I N THE CITY O F RANCHO CUCAMONGA �- RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND 3 REMOVE EXISTING 24" RCP 18 LF SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE 4�- CONSTRUCT MANHOLE "A" PER CITY STD. 510 6 EA OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE O5 -- CONSTRUCT JUNCTION STRUCTURE "B" PER CITY STD. 509 3 EA RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, © IN N ' PP E)QTY STSOP �rGe RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COSTELLE- . A P RK TLT-'7 TO THE CITY OF RANCHO CUCAMONGA. 7� CONSTRUCT CATCH BASIN PER DETAIL ON SHEET NO. 1 3 EA 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY 8�- REMOVE PLUG AND JOIN EXISTING RCP 1 EA ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. - 111STALL U23 CRISTY BASIN (2' X 2') OR EQUAL W/WELDED STEEL GRATE W/CROSS BARS 2 EA 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED LINE •A 10 INSTALL U32 CRISTY BASIN (3' X 2') OR EQUAL W/WELDED STEEL GRATE W/CROSS BARS 1 EA PRIOR TO PAVING. EE SHT. 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER TR. 13753 ' 11 INSTALL U23 CRISTY BASIN (2' X 2') OR EQUAL W/HEAVY DUTY CAST IRON GRATE 4 EA FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND _ 3 El OMISSION DISCOVERED DURING CONSTRUCTION. UPON 12 INSTALL U32 CRISTY BASIN (3' X 2') OR EQUAL W/HEAVY DUTY CAST IRON GRATE 1 EA REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY ELLENA TR.1328 141 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PARK ' I 13 REMOVE EXISTING R.C.P. (18") 22 L.F. 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN w HAZARD FREE, ORDERLY STATE,THROUGHOUT CONSTRUCTION. U Q 14 REMOVE EXISTING C.B. I EA. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. -�� " LIVE 13" 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL _ SEE SHT. 3 _ __ Ig CONSTRUCT CATCH BASIN PER CITY STD. No, 300 1 EA. • FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY - � y ELlEtdq��—�T EPSS ��� oe Di lb CONSTRUCT 1211 PVC STORM DRMN LINE ( GREEK T1-CE s1,R 35) 50 LF. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE \ a: PLANS. 1 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE TR. 13280 ENGINEER. 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR --- - SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK � ��ii_�_. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED BASELINE ROAD 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. INDEX MAP WILSON AVENUE 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT 1" = 300' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE D Z Z SAND LEVEL OF PLAY CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR w w W o AREA SEE GRADING PLAN REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. Q a Q NCM 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE 11 f I r OR CHANNEL. HIGHLAND AVENUE TYPAR STYLE 3341 DRAINAGE DEER �� 2 °C FABRIC OR APPROVED EQUAL HEAVY DUTY CAST IRON GRATE W PROJECT � 19TH S T. CREEK Y � 112" WASHED ROCK UNIFORMLY - r tz CHANNEL J = GRADED (IVO FINES) °° 311/6SUB GRADE > V NOTE: WASHED ROCK MM. 2SHALL BE COMPLETELY �'�� r/\7/7/7-- S0. PACIFIC RAILROAD WRAPPED IN TYPAR STYLE UTILITY CONTACT DRAINAGE FABRIC OREXTEND WASHED ROCK WRAPPED CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO APPROVED EQUAL IN DRAINAGE FABRIC A MINIMUM OF 6" BEYOND THE OUTSIDE EDGE OF EXCAVATION: 3 BASELINE ROAD CATCH BASIN ON ALL SIDES GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST �' U23 CRISTY BASIN STORM DRAIN PIPE 6" 6.. CATCH BASIN ' P.O. BOX 2920 Z p VICINITY MAP s (2x2, POMONA CALIFORNIA 91766 o Z - ' p ., WITH OR wlTHour I U SOUTHERN CALIFORNIA GAS CO: (714) 529-2070 a WITH OR WM40UT �. 2"WEEP HOLES 2191 EAST BIRCH STREET (714) 529-2889 2"WEEP HOLES W LL ` Q ti IL BREA, CALIFORNIA 92621 W - Y. w CLr` CUCAMONGA WATER DISTRICT: (714) 987-2591 p 9641 SAN BERNARDINO ROAD EARTH BOTTOM RANCHO CUCAMONGA, CALIFORNIA 91730 ^� ` r � � : . CATCH BASIN DETAIL .., O N.T.S. O p O y BENCH MARK B.M. 163B .297 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ( 'j 24' E 1297OF + No ���?t I 24' EAST OF ETIWANDA E`` �``�7 ;' AVENUE AND 40' NORTH THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 41% OPEN FLOW AREA 77% OPEN FLOW AREA REV. BY MDS CONSULTING OF (t BASELINE, SET BRASS ` STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF r�'. _ F� ' BENCH DISC. IN TOP OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 23 36 Catch Christy I.D. Approx. Catch Christy I.D. Approx. ��_ — ~\� -rte%'� NE END OF A 4'X2' CONC. r t 23 Basin Ordering Catch Wt. Basin Ordering Catch Wt. -A*�EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR KNOCK SLEDGE No. Code Basin Per Set T NLEY RSE RCE 20596 DATE BOX CULVERT. IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE OUT OUT KNOCK No. Code Basin Per Set UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE OUT U23 U23-71WHD 2'x2' 165 PLANS. — U23 U23 71CHD 2'x 2' 230 U32 U32 71WHD 2'x 3' 195 CITY OF RANCHO CUCAMONGA ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 12 LDED STEEL GRATES OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT 12 19,? _19 HEAVY DUTY CAST IRON @@-n5w--ITH CROSS BARS �OFESSIO/V STORM DRAIN IMPROVEMENT PLAN FOR ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 11 12Q 9� IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 15' 10 23% 2211/2 �k� �,�.•( �• tij F WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 19 271/a �� o��C ELLENA PARK DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 301 /' oo �'�` 22% 35'/° CHRISTY CONCRETE PRODUCTS, INC. No. 20596 THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE * Exp.9-30`13 * ( ELLENA EAST & KENYON WAY ) CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE . Knock-Outs Available in Grade Ring and Catch Basins. • Knock-Outs Available in Grade Ring and Catch Basins. (7 1 4) 761 -2071 �,IVt` �Q, "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. • Openings, Locations and Sizes to Job Specifications. • Openings, Locations and Sizes to Job Specifications. `�,91 DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". EOF�p�\F • With or Without Bottom. • With or Without Bottom. ,t D CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE • Progressive Webbed Knock-Outs Provide Maximum Flexibility • Progressive Webbed Knock-Outs Provide Maximum Flexibility APPROVED BY. �EFuT-1yy DATE: RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF Permitting Pipe of Any Size to be Neatly and Quickly Grouted Permitting Pipe of Any Size to be Neatly and Quickly Grouted CITY ENGINEER � �` �'`'��� /a�`�-� RC.E NO.JLILL in at Job Site. in at Job Site. CONSTRiICTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND • Standard Tongue and Groove Grade Rings are Available in • Standard Tongue and Groove Grade Rings are Available in ,eer [OC4naw orca. (,e,-AvvE Eo5T. no /d',et'P�Co.�svzTitiG /��S �� PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND AW /SEO.404 C0Ae,-y1,4NCX O•Q401A49 A-14,v 0194195 5 'v' DESIGN RECOMMENDED NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 6"Increments up to 4'High. 6"Increments up to 4'High. LYON ( D E I�MORSE CONSULTING GROUP l/ PLANNING • ENGINEERING • SURVEYING SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER • All Reinforcing Steel Meets ASTM Specifications as Required. • All Reinforcing Steel Meets ASTM Specifications as Required. G�L - _ HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION -/"WILLIAM LYON� DRAWN 471 IRVINE BOULEVARD,SUITE"201 99 SHEET WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE U23 CRISTY BASIN DETAIL U32 CRISTY BASIN DETAIL NE,CALIFORNIA 714) 19-7 1 OF NEGLIGENCE OF THE OWNER OR ENGINEER. also ARCNrsALo sort[ s L .C�.F. 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