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HomeMy WebLinkAbout966 BENCHMARK : GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of R/W RAW BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. 6 Rancho Cucamonga Standards and the Standard Specifications for Public X13 19TH ST. , 44 FT. W. 4` HAVEN Works Construction - current edition. Contractor shall be familiar 6 83 FT. N. It 19TH ST. , SET With and shall be responsible for adherence to these Standards and44, DRIVE PIN w/C.S. TAG IN TOP Specifications. AT THE E. END OF A HEAD WALL 27' 27' FOR 3-24" CMP--ELEV. 1430.686 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these il � IGS IGS IIS plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected 4' . � LCvPL. LINE in place as required at no cost to the City of Rancho Cucamonga. ' o.r8' oma' 0.42' 3. Any contractor performing work on this project shall familiarize him- 40� self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- 14y ,J tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of + ► �� Rancho Cucamonga easement or right-of-way. sx/gT a 5. All grade stakes shall be set by the Contractor or Engineer. Paving rrs 1IMP r Arlt PSR rr p�•a �. irfp M.Ado.i22 0r7 �tro. stakes shall be set at all hinge points, edge of pavement points TY p i V A L �E C T�O N within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. additional paving stakes may be required by City Engineer " �- " as needed at warped or vertical curve areas. Z �„ V�S7 P1 ►. i .,+:�X = & 6. All sewer, water, electric, gas, phone or other utility laterals, R s 70 mains, or crossings shall be constructed prior to paving. tTJw 7. Compaction tests of embankment construction, trench backfill, cow ' pacting original ground and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these /Q j t ' �2 ' Ae compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. �' /G /L /i' /6' 4 TY� TR.11b. 8. At the completion of paving. a materials report shall be submitted to /$+GTI the City Engineer. Lising all tests or determinations completed to .07� ---LEyfL U•t/E� .D7� verify stability oil content and Gradation of asphalt Paving .�G • .�G• 9. Prior to installation of any paving , a materials report shall be -- — submitted to the City Engineer. Listing all tests or determinations `�--- - —� — — -��zzz- z---=, . completed to verify: - sieve analysis and sand equivalent of 1 aggregate base. _ p ��. A10. i KEY MAP lu. Paving shall be performer in accordance with R Value and Pavewnt tests �aatsEo ,r�t�rar��rr*3 t�isr � ~ r taken to determine structural sections (prior to final plan approval) i2 96 s p sop woo Iwo 11. When improvements are to be placed on native soil whichTYPICAL SECTION_ consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall SPRUCE AVENUE be filled with a fine grade material of a quality better than the native material. 7T.' 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant R s registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination 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. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 1 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 17, Contact all Utility Companies as renuired, 48 hours prior to excavation. CONSTRUCTION NOTE S & QUANTITY ESTIMATE'S ?roviaea :or your convenience are A. San Gabriel Valley Municipal Water District / eo^/sT. 4':a.e. /¢",4. ,d Mr. Bob Stallings (213) 969-2718 eo T A=!/ACC *rd evt/TTGrr a" c./. A/V,C72¢'e�l/TrBR X3 �.>: for Base Line Road construction /0L-1X G/r)' --5rr.� A*06. /Vo 4"2115 S. General Telephone (800) 422-4132 --eoit/sl. �/V-A-PO4y �1l'r'1e�4e�/��idC a/rY 3T,C7 , 6. A40 ,7dri .Orli �� for underground service /N = �4 �'o" C. Southern California Gas Company (714) 529-2889 4 e01AI3T• .01AP0-0 -AWit a' G/ly' a 2191 E. Birch Street (714) 529-7070 rA /VO. 3/0��//• • • • • - • • • • • 3o�o mac? A-7- Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591 G //V,?T.4Z-4 t'A4 L.IA- 9641 San Bernardino Road Rancho Cucamonga, CA 91730 7 //V3TALL JTie�•GT L/iSL�T, �.SOO L!/A-1. • • • • • • • • • • • •• • • • • 3 G.4. E. Metropolitan Water District (714) 593-7474 —�Eti1oYE P.O. Box 54153 o�,4YEs"AgAIr Los Angeles, Ca 90054 /� Gayer; Agro C/Ty s7n DWG. /fib.alb¢ /ny2T Z?A17 F. Pacific Telephone Company (714) 999-5639 l -e/T GrTy' M7D. ,OWG. /sb- ¢O5. - / ZFA. 4'5271`TJ�WT 77"taL---3 spRc/C� AVjmNuE . . . . . . . . . ... .... . . . .... .. . . .. // eA. - NOTICE TG`RRA V/,257-rt /P/t MJ11 WAY CONTRACTOR SHALL VERIFY ALL D ESCR IPTI O N o f REVISION GATE APPROM CONDITIONS AND DIMENSIONS AND RT ALL CREPANSHALL ES RTOOTHE ENGDIS- INEER ,SEE ,via. ,� o� „� �ro/�,y ,t�i�iry �voT�s Q��t n�r�ri�� CITY of RANCHO CUCAMONGA PRIOR TO THE COMMENCEMENT OF WORK. TITLE SHEET PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 01 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY TRACT N12672 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 'APPROVED 8Y DATE '?-3-&,6- CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL G T Y E N GINE E RCE No 23889 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS DESIGN M OLE AND ASSOCIATES, INC. RECOMMENDED OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . 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