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HomeMy WebLinkAbout1246-D 7 AC NO 34 45 IN THE CITY OF RANCHO CUCAMONGA . SCHOOL AND PARK SITE ( PARCEL MAP NO. 11106 ) r CONSTRUCTION NOTES AND ESTIMATED QUANTITIES GENERAL NOTES a'—CONST. 18" RCP (D LOAD PER PROFILE) Wd LF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, © . THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN 2a—CONST. 21" RCP (D LOAD PER PROFILE) lQ LF I BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. &O—CONST. 27" RCP (D LOAD PER PROFILE) ZZO LF CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND @—CONST. 30" RCP (D LOAD PER PROFILE) 45 LF SPECIFICATIONS. 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE FIRE HYDRANTS ��„ JJ, WILa AVENU (D—CONST. CATCH BASIN NO. 1 PER CITY STD. 502 I EA OR POWER POLES, WATER METERS, VALVES, _ ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE A � a—CONST. JUNCTION STRUCTURE "A" PER CITY STD. 5013 3► F-A► RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE =�'`=nom` `=T`='`_ IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 1- r-n-, nUj�TM„--, > > &O—CONST. MANHOLE "A" PER CITY STD. 510 4 EA RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO J COST TO THE CITY OF RANCHO CUCAMONGA. < << < 8O—'REMOVE PLUG & JOIN. EXISTING RCP 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO Z EA HIGHLAND AVENUE a-CONST. U23 CRISTY BASIN (2x2') OR EQUAL W/HEAVY DUTY CAST IRON GRATE— DEER RATE °S ��► CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY 41%OPEN FLOW AREA 77%OPEN FLOW AREA a ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF HOT DIP GALVANIZED FINISH 19TH ST DEER w �_PROJECT RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. I.D. �a� CREEK Y R ®© @—CONST. U23 CRISTY BASIN (2x2) OR EQUAL W/WELDED STEEL GRATE, W/CROSS BARS_ S EA 4• ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY BOOM Old"Ils Ca" �t o� Order" Catch WL Uj z CHANNEL � . LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED No. Cada BaaA1 Par sat NO. Code saw" P 501 IR PRIOR TO PAVING. U23 UrS71CMD r.r 210 U23 U23-71VO40 s'■r M II CONST. CATCH BASIN PER DETAIL SHEET 1 2 EA 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER SO. PACIFIC RAILROAD FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND AVY DUTY WELDED STEEL GRATES O— Ilk �� 4 OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, BASELINE ROAD THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED (D-21ST IRON �� WITH CROSS BARS Q— 1CtitgZ' wAGG. Ot~c�x�rrn� /HtAlvcS+aC i1 "7VGlt1�a6 A,rvro CYVtSK�C3wk'V. �I?AN61CU= �1' � aS �K=C.Yx ASr 4V ACC`O A-10& w/Ceti Srw.�'� 1 aA TO THE CITY ENGINEER FOR APPROVAL. 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. CHRISTY CONCRETE PRODUCTS, INC. VICINITY MAP o0er• W"? Cld `i0-40AC 1WA!'t r011VCe)SITE SHALL UPON REQUEST OF THE !!2c 7. ANY CONTRBACTORANED PERFORMING WORK ON THIS INSPECTPROJECTOSHALL ( 714) 761- 207.1 Nts. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ntO.7.Qs - .. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESEleft PLANS. A4rYL>s G�NL'GA, e em l M-%5ACC .M 20 R90 a,66 4S - 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE 1.�9Z'Z'-i?!5G cCi-!LSrYttiLG cC3��t',ttOGK�CY l4Cc1CN1Z'11�1rt'�. ENGINEER. UAW 45 0M.5r7l.k5ri m ror04.4OPr 4^mtvr< c0-Z i 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY tSKnl.G. ASC-AtAlI Meevt"arC7 ar (IM-9 006= FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTIONQ 4A? 1'ti 4 e6-3 leo AA" tee 4+Ti1Nvr'^!NCRO (er 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. z ' 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM w , AND ESTIMATE OF QUANTITIES. Y. — 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL SCHOOL AND BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE PARK SITE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON /., P .� w OR NOT AND TO PROTECT THEM FROM DAMAGE. THE �Z� o W C�A40!M CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR I � Q 1 0 REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. y - 12. ALL STATIONING AND DATA REFFRS TO THE CENTERLINE OF �"—'r�� ; 3 PIPE OR CHANNEL. 1'Y17IR STYLE 3R/ yr a • � AOA/NAGE FABR/C AR HEA r/Tr CAST/mow e�tArt 1 Q APM01/EO EQUAL Am HASHED)`WX - &A ORADE I UN/fORMLr GRADED A 3 Y. MIN. EEI WO F/ME$) i CONTACT SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION 1 . ' ---- ---- ----- ---- �6"OVERLAP AA"D AND FLOOD CONTROL 48 HOURS PRIOR TO COMMENCEMENT OF CON- _ � °C PERIMETER Or STRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING DIVISION) _ (714) 387-2642, 825 EAST THIRD STREET, SAN BERNARDINO, CALIFORNIA - U 23� S.P.R.R. CAMHRBA51N (2'S2') 92415. O/ INDICATES SHEET AM NOTL i THENADL SGD/STRIeT MUST GD!/NTL�9 sid1N T#9 R/AL/C INDEX MAP !.')RAIN fERM/7`BEFORE. /T /d 1'WUEQ UTILITY CONTACT SCALE V-40a r , CONTACT THE FOLLOWING. AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION: O O GENERAL TELEPHONE COMPANY: (800) 422-4132 OR W"HOLIT 280 SOUTH LOCUST ~_ WIP.O. BOX 2920 %' s~WEEP HOLES LiARI'!'I! AOZ'tC1�K POMONA, CALIFORNIA 91766 PRIVATE ENGINEEFrS NOTICE TO CONTRACTOR a W :*:' KNOCK CATCH BASIN DETAIL SOUTHERN CALIFORNIA GAS CO: (714) 529-207G � r•� OUT 2191 EAST BIRCH STREET (714) 529-2889 i 0 o �`' ; FOR PLAY ARES BREA, CALIFORNIA 92621 T HE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR Nrs. STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 14) 9a7-25911 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO A" ♦,,, 1Z —a CUCAMONGA WATER DISTRICT: (7 -�� ;. CITY OF RANCHO CUCAMONGA 9641 SAN BERNARDINO ROAD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR RANCHO CUCAMONGA, CALIFORNIA 91730 IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE 15 , , UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE �,y-�• �.�;� ` PLANS. 19 STORM DRAIN IMPROVEMENT PLAN FOR 22% ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC P.M. 11106 IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY a Knock-Outs Avallabls in Grob Ipnp and Catch Sas1, WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. a Openings,Locations and Sizes to Job Specifications. LYON THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE a With or Without Bottom. SCHOOL AND PARK SITE G"' ft CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE • Progressive Webbed KowtoKnock-Outs Provide Maximum FNxibited .//w NVI LLIAM LYON�Pu���ta�r.� "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. Permitting Pipe of Any Size to be Neatly and Quicky Grouted p/� �yDATE @3••3ac11Ia.1a$Y11C a DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. in at Job Site. APPROVED E . aA"C"O C1K 311O"a A•CA\NOAM/A 01136 • standard Tongue and Ciroow Grade Ruga an Available M CITY ENGINEER RC.E NO.��? CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 6"Increments up to 4'High. • All Reinforcing Stell Masts ASTM Specifications as Required. DESIGN 77M GROUP � ES` R�tbO�MM�0E0 RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE of BENCH MARK B.M, 1636 �► b arc CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND �_ ELEV. 1297-,- 1 MG "" `""�"�`&gDWAM "O'"`— I C. (� PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND , 4S60IRVI CALIFORWD,SUfTE 1 yo U23 CRISTY BASIN DETAIL 24 EAST OF ETIWANDA ��,n�,I IFORt0Aft72Plt�1 h NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR DRAWN Rt�ITw7u7 " " A SHEET MORSE CONSULTING GROUP 9 10 AVENUE AND 4a NORTH IIs.20 o SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION N,r� OF BASELINE, SET BRASS MG •"-- /1 � '" I �* � a PLANN/NG 0 EJNG/NEERJNG 0 LANDSCAPEARCN/7EC7URE WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE - BENCH DISC. IN TOP OF 111 '� OFCAv� 4860 IRVINE BOULEVARD,SUITE #201 NEGLIGENCE OF THE OWNER OR ENGINEER. TY4 DRAWING N0. •� NE END OF A 4'X2 CONC. 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