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HomeMy WebLinkAbout717 F All work shall be done in accordance with these plans, tile �T1T/� e City of Rancho Cucamonga �r�s/T/�.� s cN.�s! cS l/ .O 70 Com_ F�t�IXA!5_ Standards and the Standard Specifications for Public Works Construction, current edition, WIZ4 Contractor steal{ be familiar with and shall be responsible for adheranceta these Standards eCX/__yr, 14.C. p e�ss�' .gB7Y.4lrAY_ -el7ovov `5V-Ak5297-.vo. 7 US� �I and Specifications. ,, �.� 2a•-cAvsr.'D s',A C Om5e CG9Ss-&' A.B. 140�-e 7Yit A::;� 7 72- !/S� I 2. All pipelines or substructures of any kind, telephone or powpir poles, water r�:r = js, r.:�lv�s� Gausr.- 8"eves 'c-�eiTTE2 .d CiTYsTo, O,P4k1f11.!/G X/O. ,303 /Z 7_3 fire hydrants, etc. shown or not'shown ort these pians wilhi,T +r (i-ht -)f ;1v t1 lii,tits or it' Q I adjacent areas where improvement work is to be done shall be removed, relocated or pro- ti 0-CaysT /Z"eU,PB W/Tf/ �" ai 17 �E,1_-4 l so. alt//.ct .vo. 30¢ /100 tested in place as required at no cost to the City of Rancho CuCari�011;a. m � �,Qe G �'{ (0 7e ¢ O5 •-•• caysT. cz�rE- �,rroe� ,v,�o c-�-r� .�2 cnY.� �i'zA�.r�i�t/6 Ivo. �,.s/�i,�iEo�s s�w•v �cx� �- i 3. The responsibility of adjusting rr:uihole or valve covers, paving repair and paving replacement /Oro GF / 2 3 `'� 5 4:918 in connection with sewer and wat !r, gas, phone, electric or other utilKy line installations will be the responsibility of the c vner, and shall be accomplished in coliip{ianee witl10­11(4�_wz_ TY, �, oc.rE wAy, _D`v,. cT/vE MA,�, ,2� appurtenant drdinances and Standards. 8O-- CDAI_57 AeXO 7e41_/S/T/O.CJ 4449 //_/Sl�YL GF c !/EitlT SJ',�E�T 4. Any contractor performing work on this project shall familiarize himself with tiie site and shall ,c�� c/7y sAZ;;, 4/0. .�/O be solely responsible for any damage to existing facilities resulting directly or indirectlyE from his operations, whether or not such facilities are shown on these plans. /O Pte'/�c/T - /o aY/�� 1��Low .s'T,�G -647 // SgI�YCUT /9�t10 .2Erti101�6 Ex/�T//l1G CGx�C.2ETE .�!/E�filFt/T 3 X05 � � I�YTGLt/ sT 5. Shading on street plans indicate AC pavement, determined by structural section, be installed. d ,t 6. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior MACdax It-1.04 0957 to any encroachment or construction with City of Rancho Cucamonga easement or right of '.way. 7. All required stakes shall beset by the private engineer. /y /rv2 G� 1 _.. . / C"O.UST3 /- . /Z" G'U.2F �2 G�7.q/G O/f/ SyEET JY 0.. a ��PA/0 Fos of C20JW0J'Qn 71, GN 8. All curb and gutter, where grade is less than 0.40%, shall be staked with 3' offsets atZEA. /re® , &k:4A VU4 arc �EcrbN)BY LLI/ELoGT^2 5 � 12.5' intervals. Place 3/4" dowel pins at all expansion joints. L61ma5u �//�S• !/ 9. At the completion of rough grading, soils tests, including "W' values, shall be taken and a material report shall be prepared by a qualified soils ertgin=,er. The report shall contain a �-- eo/UST. A.c. ov�2l�4Y �F-�ATtiE2 7o M�T'�'/sl"�•y7."� /!-3O s'� proposed structural section and shall be suhmitted to the City Engineer for his review and Q® �ohJsT• U1�J�>=t�1p��,aL-K r>>P�IrJ t��r2 ��Tr s-r�• r�wot �o� tea. A/lCIlIv, Iry evaluation. Approval will be given when all structural section requirements have been met. /v .SAGE r ®I% STt2ECT Ti2E�s r[JEE tuCsT"E5 8rrev-R- RAkmKc, ;vwe,52E7 O.C. t3 EA, 10. Subgrade stakes, driven to the pavement sui;geade elevation, shall be set by the Contractor or Engineer. The stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of Subgrade elevation and at not more than 50 foot intervals. Additional stakes ARF2ct.1��� EX16T(NG Gvr�F� G1vTT�rt' �� I-� may be needed at warped or vertical curve areas, Subgrade stakes shall be in place prior to paving to permit spot checking of Subgrade by inspection personnel. ---- - Al2pITIOOAI. `fIMAT OrGZLJAWTITI5* ON uFW OPW 3A Or 3. ®�CYt/�T,Pl1CTlA!V it/o7rES FDR ✓7,�E�'T T,�EES � 11 . All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be /. 41-4- 7�EE5 TD Be ,-ACED //V 4CCOeOr9NCE W17n' constructed prior to paving. el7`/ 5721% <oo/ 45-7.7Q Z• AGG 57,Z�EE7 7;0EE.s S/qoqLL � 57A4_EO AXW cMAA U 12. Compaction tests of embankment construction, trench oackfill, compacting original ground /1GCD,QOING 7-0 517-1 57A(itlDR2D 60SLi, A and all subgrades shall be performed at no cost to the City of Rancho Cucamonga. A written3. a�/G FE�PT/G/Z/NG Cort/D/T/oN/iVo SHAZL 65 1N > '1 report with these compaction tests shall be submitted Lo the City Engineer for approval prior W/7/1 SEG71oN 9/Z-/.2 G 77/E 57D 2 s�,rTti sr, to the placement of base materials and/or surfacing. EG'f/GATONS Fa,2�UBGrG lt/0,25. CoNsrec/GToxl 7YFW Z SONG WR I, ee W177-! 7J/e wo a=/PA,L_r o/zoAN4 Ave,:: 3FMe75 a' C9 a' C9 Vi 13. At the completion of paving, a materials report shall be submitted to the City Engineer. &,q7-M5 -'V/G. ALS 4ME(10M6V7Y A,e7O gE 57Ae0aA11GY Listing all tests or determinations completed to verify: "1XEDr02 TlJ BAS/GG1,vG, r �3. 44' 44 1cPr971(_/04M0AJ Gkc�_AGL 979EE7-Z, e5 _5V61- 3E f�5R � �EGl3.t�MEitlG�4`T/o�vs G�fl�tl ,POrWM/G �/GS .mac?' I /2 • $ � (a) R-value, sieve analysis and sand equivalent of aggregate base. 1QEFb er 7Z7t/� c/ /, EG7>,e, S-, I /PWrB(b) Stability, oil content and sieve analysis of asphalt surfacing. CErt17e OG 71V� 7,0L/�c/,C /S �:7X�iQiV 7ff�E�(?� . P F�15-r 7b 77W Fr16e a�eZ�, CWcESS 07 14. NoT O. ,� 14. When asphalt concrete is laced on native soil which consists of a rock material , the y _--- 6r T,eEES,Qe� s�arr To /Nsn �v subgrade shall be prepared by removing all rocks which protrude above the Subgrade and all t /Z a/ Q 7s 7� AG/EATA.t,f,L BY 77-16 cr7Y voids or depressions shall be filled with a fine grade material of a quantity better than the native material. R.A.v - 8,4.r 04"&f5>X � /s-r. �A� 7b CON�iFerA 70 lA/�tJ 11tiff T 2� 1078- 0�A114/I�E� S PJS�1N6 �oX FiGSl. I I LEvc-� Liv6 _ -��� 15. If the asphalt concrete is to be placed oil sub(jrade, a soils sterilant registered by the EPA for use under AC and OCC shall be uniformly applied at the manufacturer's recommended rate IL___ - - r r ¢ O7� /07Z 04 7w. for the full pavement width prior to paving. 9 4 �4 t�vT r �//tJ g - �• • �ris-r. �,exu�o �- „/ •k�, ' � � .o- ',�B��/GG h/AT�2/.44- /�[/ 16. Estimate of quantities is provided by the Engineer only for the convenience of the developer, Exrsr ccwc, �.t�/T 2 /0710 �` 4 the contractor shall make his own determination of construction quantities before submitting � ��. �. i , a bid. Any item of work required by these plans which is not specifically listed in the r a. estimate of quantities shall be considered as included in the other iterns of work. /0 _--:0 W f_ -- � 17. City approval does not include water or sewer system and' estimate of quantities. 7-yw/�G jp,U /073.70 T.A." 9" 18. Street markers per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. /073.D¢TF 19. City approval of plans does not relieve the developer from responsibility for the correction of i error and omission discovered during construction. Upon request the required plan revisions c�T �/� 7"/ � e.p shall be promptly submitted to the City Engineer for approval. f /ss9 �y 4� C- 20. l�YA�G� / 20. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, through- out construction. Site shall be cleaned upon request of the inspector. 6 Aa- Lw my'w/ _x lmmovo1ENToN gHr_zm Oro 2-1.4 s- { vGo OPi�c AYSp STL/G�Sfr�i TYovS�(/N UL416Aer3 ? PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ® i,3ac�L M•a�,� l,�l,(bY ,qAa 47awwrrnf The existence and location of any underground utility pipes or structures 3Q SHEETS, 2< shown on this plan are obtained by a search of available records. To the ,r t/�SEv Gives Pm. SSB .CGRo PO s., best of our knowledge there are no existing utilities except as shown on 0 u6,vrs f sictEwsocC cw �v6v77v same--r- 4wAvr. 8'�'a6 alnl+� these plans. The contractor is required to take due precautionary 4-''67407,'9 S109W iIX /M S6VeAt7A1 SIKEET //-/q •� the CONTACT THE FOLLOWING , AS REQUIRED, 2 k/ot2KI�G1 -�S r-eto� ra�x�va,-rrd� : notasures sh wntonthesetplans.tilities shown and any other lines or structures 44fV//0. � 22' 3z' /Z All contractors and subcontractors performing work shown on or related 5� SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICTto these plans shall conduct their operations so that all employees are provided a safe place to work and the public is protected. All contractors BobStallings - 213/969-2718 N r - !a;'.Q/E.s 2.5 7b 3./ and subcontractors shall comply with the "Occupational Safety and r I Health Regulation" of the U.S. Department of Labor, and with the State of CITY OF RANCHO C U C A M O N G A ¢' I r �pry California Department of Industrial Relations' "Construction Safety Orders." GENERAL TELEPHONE (FOR UNDERGROUND SERVICE) 22-4132 The civil engineer shall not be responsible in any way for the contractors' 800 3 and subcontractors' compliance with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor or with the State of SOUTHERN CALIFORNIA GAS COMPANY •oa,o�z, /.9Z% r, z�� California Department of Industrial Relations' "Construction Safety Orders." S-J���7 v5' �(J"J-' �" 2191 E. irc treet, Brea, - 714/529-2889 529-7070 Contractor further agrees that he shall assume sole and complete re- - sponsibility for job site conditions during the course of construction of • !1'�� this project, including safety of all persons and property; that this require- 7171.E SHEET CUCAMONGA COUNTY WATER DISTRICT - - _ ment shall apply continuously and not be limited to normal working hours; 9 1 San Bernardino R . , Rancho ucamonga, CA 91730 - 714/987-2591 and that the contractor shall defend, indemnify and hold the owner and / the engineer harmless from any and all liability, real or alleged, in connec- tion with the performance of work on this project, excepting for liability A" APPROVED BY DATE arising from the sole negligence of the owner or the engineer. CiTY ENGINE, R.CE NQ 23889 D SIGN REC FN ED a to sso0• � !�l//LL/<I�W�OrV,�I/O.cCr1�t�1/O v��/�y J�I�T N1Ap t.� s'�►J �• �it/Cy MA.P.�i4_10. //B EGE!/: //05. 783 1E!)2o 12!:, lm-rgL DRAWN SHEET �V/T;/G:S. T� /il/ fly ErUc> /7782 SK 0.9,2K B lt��,2� YE.�T. /'= Z' OF T.2A�F/C /C/O AT 87/l ,9liE. /�vivE, cA�/Fo.�u/A 927/4 / OF •� PH6E JE (7IA� 835-25A� ,�X/o/vE : 9- 1, 4 549-Z22Z s/o � o,' .47- sF 7, s 5 �/o �` O� CHECKED �> iDRAWING N0. T� = 7 0 ; i 8 5'T. 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APPROVED BY DATE // 3-p/ I ; -/074 CITY ENGINEER(2�A* R.C.E NQ 23889 /073.04 ��44/."I 7V wEivU� DESIGN ,oe�A�O U,vG .� sU Y/.�vt/� RECOMWEN7D7-F 1l11ZZ1,4w,,_-vwA.C/O ,-S � t�!/O 1�iC RAWN �/v/- ���/�EE�� SHEET /7182 �Y /�,PX G- '.L�E(/A.PO O� �- ^ /.�/�v!5 : (I ) lv/A 927/¢ .3 OF -3 �7 /�fitYVE3 �7/ � 549 -� i NECKED DRAWING NO.. .� vxr- / z' J ,/0B ,vo. eo-2107 - i . \, . . I F. 2Vw, s/2 y . F 6-31.44 Pl 7J�I P/. 4- 04 a/2 •,� ac. __ BENCH NARK : - — - ---------- - - --- - ---- ----------- - -- -- ------ ---------- --- ---- ----- -- - - - - �4- r4- ZI r . 7 , -M 19 -OF old 1�t ,-Or�110 _ CK0t-1 KGF r f 1gsi - 1e0 I C11 l� 14_ _ t44W- 0 FWr l Iv1A L 3 �tl�f I� (� U�15 r 61 I � ! T � � i3t�� ?ley ► s - - - -- 1w - I 9 i i f } `/14 A/4 6/4 , 7 -- . 1 - - - - - o >� � 1 - - - = t i Pf �' i r! Pl=158 QA � A14 61,E r� Q�. i l - - - �? 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I o2 DESCRIPTION of REVISION DATE JAPPROVED �3 0 32 Lij CITY OF RANCHO CUCAMONGA t�Ull ANIS p120�IL� �AYIOH O7� 55T OTA- e+9D TO e(A• j+jq-00 A PAIeM�Lo MAV NO. 10181 � yT01,J �� �r _ Iss D DATE 3 cti0 p. , a '4l ; ;`° ° F CITY ENGINEER M0,9 a ZRCE No . NI DESIGN MADO AND—ASSOC I ATES RECOMM DED cz IV4. 43R �� � Erp �f-3�tJ-Q� �.,j CONSULTING CIVIL ENGINEERS �A a AND LAND PLANNERS sr C/M t�\ DRAWN 1820 E. 16th Street SHEET `elf OF C�l��� SANTA ANA. CALIFORNIA 92701 ��P IN PHONE 1 835-2548 OF CHECKED RCE NO. SP1 DRAWING NO. 16'T E F I LE No STREET PLAN -