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HomeMy WebLinkAbout755 t S1 _41 ESS PARK No RT11VIEW B L 3 PARCE MAP 7061 = 2 \TTS ST STREET AND ORLW DRAIN IMPROVEME SHEET G N RAL NATES STREET QUANTI T I LS STURM DRA1 N GENERAL NOTES STORM DRAIN QUANTITIES 1. All work shall be done in accordance with these plans, the City of Rancho 1. Install A.C. pavement (see General Note No. 8) 34,140 SFI7-�7 TON3� 1. Construct t i R.C.P. Concre1000D)te 240 LF 1. All work shall be done in accordance with Section 306 of the "Standard or 33" cast in place Concrete pipe Cucamonga standards and the Standard Specifications for Public Works Construction, Specifications for Public Works Construction" (1979 Edition) . current edition. Contractor shall be familiar with and shall be responsible 2• Construct 8„ curb with 24„ gutter per Std. 303 1,364 LF 2. Any Contractor performing work on this project shall familiarize himself 2. Construct Catch Basin per Std. 502 1 EA for adherance to these standards and specifications. 3. Construct 8" A.C. dike per Std. 212 1,183 LF with this site and shall be solely responsible for any damage to existing W=14' , V=7.76' 2. All pipelines or substructures of any kind, telephone or power poles, water facilities resulting directly or indirectly from his operation, whether or meters, valves, fire hydrants, etc. shown or not shown on these plans within 4. Construct spandrel and cross gutter per Std. 308 600 SF not such facilities are shown on these plans. 3. Construct Local Depression per Std. 104 SF the right of way limits or in adjacent areas where improvement work is to be 3. Prior to commencement of work on this project, the Contractor shall done shall be removed, relocated or protected in place as required at no 518. cost to the City of Rancho Cucamonga. Install street marker per Std, 401 And 402 / EA verify the exact elevations of existing improvements to be joined or crossed and shall consult with the Engineer regarding any adjustments which may 3. The responsibility or adjusting manhole or valve covers, paving repair and paving tial barricade detail on sheet 3 1 EA become necessary. replacement in connection with sewer and water, gas, phone, electric or other 6, Install parp 4. The Contractor shall obtain a dust control permit from the Department of utility line installations will be the responsibility of the owner, and shall existing pavement 108 SF Agriculture at 325 East "C" Street, Ontario, California , pho be accomplished in compliance with appurtenant ordinances and standards. 7. Remove exsng pamne (714) 988-1305, prior to commencing work, and shall adhere to all requirements 4. Any Contractor performing work on this project shall familiarize himself with existingbarricade 1 EA of this permit. the site and shall be solely responsible for any damage to existing 'facilities 8• Remove arrica 5. The Contractor shall obtain all necessary permits from the City of Rancho resulting directly or indirectly from his operations, whether or not such 9. Remove existing 8" A.C. dike 75 LF Cucamonga. facilities are shown on these plans. 6. Contractor agrees that he s1,all astiume sole and complete responsibility 5. Shading on street plans indicates A.C. pavement, determined by structural for job site conditions during the course of construction of this project,'" section, to be installed. 10. Construct local depression per storm drain plan 1 EA 6. A permit shall be obtained from the City of Rancho Cucamonga Engineering (see sheet 3 of 3) including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Department prior to any encroachment or construction with City of Rancho 11. Construct catch basin per storm drain plan 1 EA Contractor shall defend, indemnify and hold the Owner and the Engineer Cucamonga easement or right-of-way. harmless from any and all liability, real or alleged, in connection with the 7. All required stakes shall be set by the private Engineerperformance of work on this project, excepting for liability arising from . (see sheet 3 of 3) 8. The structural sections shown are minimal. At the completion of rought grading, 12. Adjust sewer manhole to grade 2 EA the sole negligence of the Owner or the Engineer. soils tests, including "R" values, shall be taken and a material report shall be prepared by a qualified Soils Engineer. The report shall contain a proposed - structural section and shall be submitted to the City Engineer for his review 13. Adjust sewer clean out to grade 1 EA and evaluation. Approval will be given when all structural section requirements JLCALILE '" 0d, 14. Adjust water valve to rade D"'♦'�` �� have been met. J g 5 EA ►tRow 4< Rou E ! 9. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set " A INE T by the Contractor or Engineer. The stakes shall be set at all hinge points, 15. Install 5800 lumen street light 2 EA RANCHO '"" " ' CUCAMONGA a = t edge of pavement points within 0.01 foot of sub-grade elevation and at not , ST Is ST m /CK1N�♦ET2 sr more than 50 foot intervals. Additional stakes may be needed a warped or vertical . .a_o t?SE 25TH W SIXTH ST. < `�1ERSET'D 2SM 51 c curve areas, sub-grade stakes shall be in place prior to paving to permit spot + - - = z rERON 0 24TH st= checking of sub-grade by inspection personnel. NUNeoT 10. All sewer, water, electric, gas, phone or other utility laterals, mains, or > > crossings shall be constructed prior to paving. .T �,e 22Nn sr . e % � 26T sr � 11. Compaction tests of embankment construction, trench backfill, compacting :�� _ °.1 �� Y 20 sr original ground and all sub-grades shall be performed at no cost to the City � V coq s• _ - m- -`------- -4;-- ---- ---------- ---------- -------- AR of Rancho Cucamonga. A written report with these compaction test shall be oGAh �r >anou" .P` - °• T'' � submitted to the City Engineer, for approval prior to the placement of base SYCAMORE -DR. I <;�LLONO _ME s'�'` ♦TN < sT Ifv •A-�•ONOR materials and/or surfacing. A�r Ncc Y ` PROJECT 12. At the completion of paving, a materials report shall be submitted to the City � Y @ V = <J 4. Engineer. Listing all tests or determinations coppleted to verify: SITE Li C S <i ' z � a isTN s > a) R-Value, seive analysis and sand equivalent of aggregate base. Q b) Stability, oil contenct and sieve analysis of asphalt surfacing. O� i s: W 4TH ' sr 4TH 13. When asphalt concrete is placed on native soil which consists of a rocky w z �,., s_ 4 r sr c.,• Qfit,:s _ .+-_. u._ ..�... •.y. 7.ii��`-i_L•+ti% ya.r' ,. material. The sub-grade shall be prepared by removing all rocks which Z i f •� , O �y Y _ /AT St p z V#rAN/0 protrude above the sub-grade and all voids or depressions shall be filled I v SHEET 2 OF 3 +, - .J W with a fine grade material of a quantity better than the native materia l. a J Act I W AroroR soEEo��Y CITY OF RANCHO CUCAMONGA 14. If the asphalt concrete is to be placed on sub-grade, a soils sterilant I T i. registered by the E,P.A. for use under A.C. and P.C.C. shall be uniformly i i a •�` applied at the manufacturer' s recommended rate for the full pavement width w I . �; ` � - prior to paving. a -{ OLEANDER ST. =3 _ - . m�~�. SAN BERNARDINO 15. Estimate of quantities is provided by the Engineer only for the convenience I '�� PARCEL MAP 7061 _ 2 or shall make his own determination of construction E`` OR of the developer, the contract SrtAAtoRE �� SHEET 3 OF 3 ONTARIO quantities before submitting a bid. Any item of work required by these plansa ♦ , , rEVRrREE LA which is not specifically listed in the estimate of quantities shall be a N eAusri : a _ _ _ .- TITLE SHEET . considered as included in the other items of work. w 16. City approval does not include water or sewer system and estimate of quantities. W NOT TO SCALE STREET AND STORM DRAIN IMPROVEMENTS per Cit of Rancho Cucamonga Standard Numbers 401 and 402 shall STORM DRAIN D ' 17. Street markers p y g E■ ` .. ♦,r rA s i o I �a rErs�=ics,tt APPROVED BY DATE Z be constructed at each intersection. o -•� 18. City approval of plans does not relieve the developer from responsibility . `�'�--"-' SANTO R.C.E. 23889 for the correction of error and omission discovered during construction. Upon � -�� _ CITY ENGINEER request the required plan revisions shall be promptly submitted to the City ooAr �� f DESIGN BY DE H, GUERRA 81 ASSOCIATES, INC. RECOMMENDED Engineer for approval. y-'` R.W.U. 124 EAST °F" STREET SUITE I 19. Work site and exterior streets shall be in a neat, clean hazard free, orderly 9 state, throughout construction. Site shall be cleaned upon request of the LOCATION MAP DRAWN BY ONTARIO, CALIFORNIA 91764 983-2734, SHEET inspector. 20. The Contractor shall obtain a dust control permit from the Department of R.41!U. 2 t9/$Z' I . Agriculture at 325 East "C" Street, Ontario, California, phone (714) 988-1305, CHECKED BY DRAWING No. DANIEL E. GUERRA R.C.E. 29224 prior to commencing work, and shall adhere to all requirements of this permit. 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