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HomeMy WebLinkAbout1262 GENERAL MOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and Specifications. Z. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where Improvement work is to be done shall be removed, relocated or protected E'X/ST/NC-� ORI//Vi46�;E 0,,I;64/t// 1,F1_ in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to 1 existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. — � 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering ( 1 �S Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. rl+i _ S. All grade stakes shall'be set by the Contractor or Engineer. laving ` w1 stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub=grade elevation and at not more than SO foot �u) 0; `, intervals. Additional paving stakes may be required by City Engineer oc �}} as needed at warped or vertical curve areas. 6. All sewer, water, electricgas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. ✓U/N 11—C C. e571AIVA1,56 7. Compaction tests of- embankment construction, trench backfill, cote.- 41 , �$ �5 patting original ground and all sub-grades shall be performed at no A.T. 11% S.F. R.R. fi I i cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval INDEX6� ( prior to the placement of base materials and/or surfacing. M A P I SCALE: I =400 8. At the completion of paving, a materials report shall be submitted to II �' E ER�10/N� �Lt1/V �Oi2 the City Engineer. Lising all tests or determinations completed to C.C. O.¢,4//V.4(9F C1-1A/V/VE-L verify stability oil content and Gradation of asphalt Paving II �ET,q/L !. Prior to installation of any paving. a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: sieve analysis and sand equivalent of aggregate base. DRAINAGE OUTLET PAD D E TQ /L 10. paving shall be performed in accordance with R-Value and Pavement test Laken to determine stnictural sections (prior to final plan approval) NO S C�1 L E 11. When improvements are to be placed on native soil which consists of a �b rocky material, the sub-grade shall be prepared by removing all rocks ki which protrude above the sub-grade and all voids or depressions shall Q be filled with a fine grade material of a quality better than the native f00 rHILL BL VD. material. 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant S�P,�� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly f QUANTITY ESTIMATE applied at the manufacturer's recommended rate for the full pavement �'L� width prior to paving. ARROW 0 ROUTE 1 625 L.F. P.C.C. curb - 8" C.F. & 24" gutter 13. Estimate of quantities is provided by the Engineer only for the con- 2 2,349 S.F. 4 P.C.C. sidewalk PROJECT $/ lE•- " venience of the developer, the contractor shall make his own deter- 3 1,000 S.F. 6 P.C.C. drive approach (inc. curb) urination of construction quantities before submitting a bid. Any 4 540 C.Y. Street excavation (inc. site preparation) item of work required by these plans which is not specifically listed 5 149 C.Y. Crushed aggregate base in the estimate of quantities shall be considered as included in theA. T S. F. R. R. 6 383 TON A.C. pavement 7 356 TON A.C. pavement overlay other items of work. 8 2 EA. Adjust manhole cover to grade 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 9 3 EA. Street lights (by SCE Co. with Developer payment) shall be constructed at each intersection. 8 St. 10 5,140 S.F. Removal of A.C. pavement 11 1 EA. Adjust valve cover to grade 15City approval of plans does not relieve the developer from responsibility W 12 20 L.F. 30" R.C.P. (1150D) and Collar connection h for the correction of error and omission discovered during construction. 13 1 EA. Catch basin, W-14' c=, 14 1 EA. Local depression, 14'W Upon request the required plan revisions shall be promptly submitted to 0 15 2 EA. Outlet structure, Std. #1507 the City Engineer for approval. Q: 16 667 L.F. Sawcut 16. Work site and exterior streets shall be in a neat, clean, hazard free, 17 Lump sum L.S. Paint traffic stripes orderly state, throughout construction. Site shall be cleaned upon 18 25 EA. Street trees (see landscape plaps 19 1,320 S.F. Cold plane A.C. overlay key request of the inspector. 20 86 S.F. P.C.C. drainage outlet pad Contact UNDERGROUND ALERT 1-800 -422-4133 athefollowing Utility Company as required , V1 C / N / 7Y MA P 21 1,060 L.F. Undergrounding of electrical utilities (inc. removal 17. 2 working days prior to excavation. Cucamonga County District , 9641 Son Bernardino Road , NO SCALE of power poles by SCE Co.) Rancho Cucamonga Calif. 91730 (714) 987-2591 le. The final or surface layer of asphaltic concrete roadway pavement shall not be placed until all utilities and utility laterals within the roadway have .been installed, all on- site improvements including all grading have been completed, and all unacceptable parkway and roadway improvements are removed and replOced to the satisfaction of the City- Engineer. CONSTRUCTION NOTES NOTICE TO CONTRACTORS 11 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION. All contractors and subcontractors performing Mork shown on or related to 22 CONSTRUCT VARIABLE THICKNESS OVERLAY PER TYPICAL SECTION (0.1' MIN.) these plans shall conduct their operations so that employees are Iprovided 3�—CONSTRUCT P.C.C. CURB AND GUTTER PER STD. 303 (8" C.F. WITH 24" GUTTER). a safe place to work and the public is protected. All contractors and sub- 4 CONSTRUCT P.C.C. SIDEWALK PER STD. 304, 310 AND 311. contractors shall comply with the "Occupational Safety and Health Regula- 55 CONSTRUCT P.C.C. INDUSTRIAL DRIVE APPROACH PER STD. 306 AND PER DETAIL tions" of the U.S. Department of Labor and with the State of California (W AS SHOWN) Department of Industrial Relations "Construction Safety Orders". The Civil 66 ADJUST COVER TO GRADE. Engineer shall not be responsible in any way. for the contractor or subcon- 7 a—CONSTRUCT STREET LIGHTS TYPE AS SHOWN CITY ( ) tractors compliance with said regulations and orders. DESCRIPTION OF REVISION GATE APPROVED 8a—CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 507. Contractor further agrees that he shall assume sole complete responsibility 9�--CONSTRUCT P.C.C. COLLAR. I for the jab site condition during the course of construction of this pro- 10 CITY OF RANCHO CUCAMONGA ADJUST GAS VALVE TO GRADE. Jett, including safety of all persons and property. This requirement shall 11 CONSTRUCT CATCH BASIN NO. 1 PER STD. NO. 502 apply continuously and not be limited to normal working hours, and that the 12 CONSTRUCT LOCAL DEPRESSION PER STD. NO. 518. (CASE C ) contractor shall defend, indemnity and hold the owner and civil engineer @ INSTALL 30" R.C.P. STORM DRAIN. harmless from any and all liability real or alledged,' in connection with TITLE SHEET PLANT STREET TREES AT 20� N CENTER PER CITY STD'S 601 , 605A 5 8 the performance work on this project, excepting liability arising from sole ANO PER LAN �15 GAL.-EUCALYPTUS LEUCOXYLAN) negligence of the owner or engi neer. ROCHESTER AVENUE 15 CQN�T. 3� THICK GUNITE OR P.C.C. DRAINAGE OUTLET PAD WITH 6x 6 x* 10x4` IO W.W.M. NORTH OF A.T. a S.F. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS R.R. DR 87- 55 The existence and approximate location of any underground utilities or strut- APPROVED BY: DATE:y $ REMOVAL NOTES tures shown on these plans are obtained by a search of available records. To - the best of our knowledge there are no existing utilities or structures except CITY ENGINEER RC.E N0. 22391 as shown on these plans. The engineer assumes no liability as to the exact DESIGN L.D. KING, INC. RECOMMEND o A� REMOVE EXISTING A.C. PAVEMENT location of said lines nor for utilities or irrigation lines who locations �o� k� �.�nG 9 2131 E.�0'SL, Suitt 120 A Bo-- REMOVE EXISTING 36" C.M.P. VERTICAL PISER INLET are not shown. The contractor shall be responsible for notifying all utility ,;�`!Jt'� ��' GJ Ontario,Calif. 91764 SIA► J St C- POWER POLES TO BE REMOVED BY S.C.E. CO. and irrigation companies prior to work on excavation to determine exact loca- w e a 'A DRAWN (714) 988-5492 SHEET 1062 A ,� til �3 Da— REMOVE INTERFERING PORTION OF EXISTING A.C. DRAINAGE CHANNEL tion of all lines affecting this Work, whether or not shown hereon, and for No. 2any damage or protection to these lines. 4c Exp. 9.389 * C P __L_OF� q os H. May&. Dot* CHECKED EXP. 9-30-e! 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' th 0fF,rbject sin rtrt ounda rt �f . 7- RB t GK! . : , , a , oz. ” ClT h cam`- ��. - -- ub isio iRlpratrecl�nt acp OI' tic upaEncy r ; b —�_ � — i ; W _ WRT ;J"4 !' I . . . lchever ©dcuhs . , . r .'1 OI!'ERz!Q t ; . � rs t f�' ; ApRQN -•'� , • _ m ., ..� , < _ 1. .. 2 :. 5 ' .� 6 CHANNEL r 6X/ST• C.M.)” N 0 —�6g.. �9 R/SER O �� ,�pjl k v-J I ' % Sidewalk layout is conceptual only. Approval of the final sidewalk BENCHMARK N0. 123 VNN `,(�`G�GGIi� > c h layout shall be made in the field and adjusted as necessary to >taeet �" f field conditions as approved by the Public works Inspector and Project �`o I �' - W Planner prior to final construction. Railroad spike in Power Pole No. 1377304E southwest /,�� �� � � 8 W R corner of Rochester Avenue and Arrow Route `1.� - a0 k� � •N--//VSTALL 2O L.� 90" RC.P. SGALE: / =40' �) 4) Elevation 1159.890 Ow x , � �o N k I J. Z (/iso 01 k � 3 /3.S' v % " k $ % a m W � " V I O REMOVE EX/ST C.M.P. R/SER G1'�iVST i N �� * �( � I 001VC. 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KI pI�PoIN 3-ZZ-8 -vl-4°I �`t1 V `1 * ^� � � W 1 4 � Q t \ �I �I CITY I` � S N K N � 8 7 7 ; - q DESCRIPTION OF REVISION DATE "ROVED SDR/VE APPRA4CH DETAIL' * I m a V s 4 k y o% STs. - z I. � � X �� CITY OF RANCHO CUCAII�ONCA � k Gr. G aWW. . k SD t �,p' !O f � � PLAN AND PROFILE IZ G � .�' �� Irl' ��sE'�� � ROCHESTER AVENUE CONSTRUCTION NOTES . G °� le' WRIEs d' �yaeiEs + + STA. 6 42.56 TO STA. 13 51.10 REMOVAL NOTES 7V113?S IN .S/'MA 1Q—CONSTRUCT A.C. BLE THIO PER TYPICAL SECTION. - COLD PLAME.10'MAX.II'EY 2' , ----MOUNOlN� �COIISTRUCT VARIABLE THICKNESS OVERLAY PER TYPICAL SECTION (0.1' MTh.) t D �� 3 CONSTRUCT P.C.C. CURB AND GUTTER PER STD. 303 (8- C.F. WITH 24- GUTTER). � REMOVE EXISTING A.C. PAVEMENT VI B REMOVE EXISTING 36* C.M.P. VERTICAL RISER INLET 5a4 CONSTRUCT P.C.C. SIDEWALK PER STD. 304, 310 AND 311. W CONST l-itR/BLE A.C.--, � 1,@ 0.03 A'F,W,v rr —CONSTRUCT P.C.C. INDUSTRIAL DRIVE APPROACH PER STD. 306 AND PER DETAIL Ca-- POWER POLES TO BE REMOVED BY S.C.E. CO. 0kZ,g4AY�O./O`/`1/A/.} ` APPROVED BY: DATE: (W AS SHOWN) / V,4 ,_'-Z'� 66 ADJUST COVER TO GRADE. 0 REMOVE INTERFERING PORTION OF EXISTING A.C. DRAINAGE CHANNEL T' �- - - - CITY ENGINEER R.C.E N0. �2 _ 7�—CONSTRUCT STREET LIGHTS (TYPE AS SHOWY). L-� 397 a8 -CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 507. `z ` . �• 'I` . . "T- 4 DESIGN L.D. KING, INC. RECOMMENDED :4 �. �RpFES4 m a m 9�--CONSTRUCT P.C.C. COLLAR. � -�' I6 � 3 O '�( 2151 E.�O'St, Suite 12oA 10 ADJUST 6llS YALYE TO GRADE. _ ��� �J,S M *► `` CJ Ontario Colic 91764 �a' i � St 11 CONSTRUCT CATCH BASIN N0. 1 PER STD. NO. 502 �X• PVMT 'CONS . 4ZA•C•�AVEME/VJ' OYER y of �� (71�) gee-s<st T. /. 00 R-74 .�3.4G� BASE PER S)?V /V0. eOl O v DRAWN SHEET t - CONSTRUCT IOCAI DEPRESSION PER STD. N0. 518. (CASE C ) $TA.6f✓9.927V IN6/./O NO. 21062 CP 117 /3 a �_Of� 3 INSTALL 30 R.C.P. STORM DRAiN. 514W CUT /6�E, REMovE f"vMJ t BERM �, E„ . 21062 �4 - PLANT STREET TREES AT 20' ON CENTER PER CITY STOPS 601,605 A B, ROCHESTER AVENUE CHECKED DRAWING N0. , vq�ct rl M cys♦ ci cis .(IS GAL.—EUCALYPTUS LEUCOXYLON) [xi �-�c•ef 15 —CQNT3 TICK GUNITE OR P.C.C. DRAINAGE OUTLET PAD WITH T YR/CAL SECT/ON . CIY1�- �� 6 x 6 x 10 x 10 W.W.M. 'P�1 �t► A/C'S f OF CAUf� CJ FILE N0900-Q ��