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HomeMy WebLinkAbout797 iS41.09. II TOP Or F H. e N.E- cop_ ARC1-AV8 sAJE5 AVE.. H`G�-l\__N"U AYE. 00 Or Ib X ct /2 _ t GENERAL `TOTES "all work shall be done in accordance with these plans, the -City of Rancho Cucamonea Standards and the Standard S^ecifications for Public Works Construction - current edition. Concracter snail be familiar Site and snali oe responsible for adherence to these Standards and Specifications. A• Any contractor performing work on this project shall familiarize him- ^` self with the site and shall be solely responsible for any damage to fi(g' t existing facilities resulting directly or indirectly from his opera- tions,{ t9 tons, whether or not such facilities sties are shown on [hese plans. All grade stakes shall be set by the Contractor or £ngineef. Paving fVfi Q�� stakes shall be set at all hinge points, edge of Ag pavement point's /rj (D' �; p• ��� i � within 0.01 foot of sub--grade elevation and at not more than SO foot OF 50•tURd EXTST. A.G. 4` 5/0 `Tl' �� intervals. f Compaction tests of- embankment construction, trench backfill, com- � P patting original ground and all sub-grades shall be performed at no Vcost to the City of Rancho Cucamonga- A written report with these A- 0� compaction tests shall y Engineer for approval be submitted to the Cit En � _ f`UTU M E_CA (� prior to the placement of base materials and/or surfacing. -- _- B At the completionofpaving, g, a materials report shall be submitted to 0 6B 190, � the City £ gineer. Lisin g all tests or determinations completed to _ verifv stability oil content and Gradation of asphalt Paving - _ EX1S'C aGRaU>uD 33' Sfb ST. � � _ = 1 Prior to installation of any paving, a materials report shall be 15'35 submitted to the City Engineer. Listing all tests or determinations ` V [53S completed to vers R-�a lue, sieve analyslS and sand equivalent of aggre-gate base. OL U p Z t� 0 . U City approval Of plans does not relieve the developer from tesponsibility Q ' 0 for the correction of error and omission discovered during construction. j ` r U 3 7� r; Upon request the required plan revisions shall be ro:rptiv submitted ! p �- „ fitted to Ln 010 N the Citv £ng.ineer for approval. J - �� 4- Work site and exterior streets shall be in a nest, clean, hazard free, w 'J .0 N cQ i(} PROFILE SCALE U + m HOCZ.Z. 1 = 4-O' orderly state, throughout construction. Site shall be cleaned upon + t request of the inspector. - W > � UJ I I I' 22` 22` ' _SCALE. C=40� W L Q o0 4' 11` 11 ` 11` 11` 4: � _ EDGE CF EX15C_A.C. Q 4• 5 YI�:Tztt:_S , '7 E OVE EX. 8" A. o KE. P ti Bio I= X : Q m N 5 REMO�/E EXIST SIDEWK Ex. G.� _-- 1--HIGHLAND AVS _ E.x�s-c.P..c. c� --- : —- .so1u �— — - - - - - - - - - - - - - E)C. 0.2l,A.G. 3"J� r - — -- ---- — - - - — - -- - --- - - � ovE.R.0.45 GDt�IST. 3 pORSs X ST. a.C.CS. ..f,1 .� I N AB 2 o v E R �' p..e• l u1 ___ _ N co V a"I-Y _8"CT5. � _ OGL]T`�'E.R STKUGT DRiVEWA`/ W=1�0; TYP1 CA1_._ SECT�Ot�i GONO Mf?_ STD. rL0_ 3os TA1GW_N1-4D AVE. Q ' x.0155- SLOPE @ STls..4� 89.9 - .09 - `5L.0PE @STA. S SO.o 51'TE I a0O` — NO fT TO SGA1..E --='- N W CO STR UCM 01_4 A-4c=15 Z U �� � 3 @4G01�1ST. A.C.�$. . 1 GONSTRI�C�' $" CURB GUTTER PER STB. NO. 303 a 0 F2C ICOV E EX. A.G.CB. kr J Za--CONSTRUCT 3 ASPHA,&_T CONCRETE 01 1 6 Ate . m W 0i - u _ , � &–CONSTRUC7 510EWW,_K n 0 ? +U U �0 -)() 4-Ul — = 2 4 CO ISI ST R U CT BEC�M J 1.0 EY r 2 a-- Q d o Q 011a � -.Ex. �RO��o CITY OF RM% Cu0 CUCAM0MGA �I 5�-REt�tovE Ex QST. dERM Q p 1-u Pui E- PLAN AND PROFILE Q „GON�TgUG-T DRIVe-wl" F0 J � ov - E�tli CollA..g. x--11 G N L AN D AVENUE ' V1 c1 �t-rY MA? - SEC.T�O� A—A STA. 4 + 89. 89 TO STA.S + 0.00 NO SCA1_.E NO SCALE. APPROVES BY DATE ?--9-B5 CITY U4GkVA' E.R _ R��Is�o s-�o-a3 c�cS1GN S�T�.1�T0�1 A.4ARUC� P-C-COMMEtyOED DRIVEWA-/ CONSTRUCM ON *T"t RMMo1rAL. 6 _�. 843 JO DRI-\wt-1S!-BEET" s-�-- s3 P 51MEt�1TAl.. At�-1 AMBR CA:91807 1 0'r q P,3 P1-l.21�-2821197 C1-�'�C..K.F.D - R.0.E�1Q 9 213 UCZAY1l1NG 110. S.A.SARucH pATE 2 1�83 P1L.E N0. 79-7 SOUTHERN CALIFORNIA BLUEPRINT CO.