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HomeMy WebLinkAbout855 t V.C ....- _.._....,....- - .. _..�.,.......�..< ._ _..._ ....a.�... ,. __ _. .. - BFNCHMARK DATA _,. ... w_. r- - K.. CO t. C> �11i U M _ N N LL a _ N N�' �} 1 Cit, B-M. No. II? SV k. i n P F 9309950 E M - ! 1 Ohl10 6� U m �o 10 m d�! �i t NA' corn 6th and Huvf F IF�: l )71 ?y rn in � Ki io ! i I� ''� Ie� oor+ CC)NTRUCTION NOTES T EI '�. Chiz. "X" in Top of Curb 52' S or+A Mh O ESTIMAtF ' OF OUANitITIItS ) w of intersection at > o k mmN � � "? o "' a Co m ® V i , O �' �m O 0 NI u>n ; N O O M � � � Center and 7th Elev: 1091.61 °r�i ` > ! - , o� " }U + w �, '*' 4 '" v ` ' -+ 3 m `� Cut�b ons Gutter ' 349 ' Lfnt6r fit. ' > _ + a, a �> a �w w 0 ,� Jr) i _ Remove Existing Curb and Gutter o m 2 o m �' a o W ° �``' - A.C. Paving 225 Tons Su we ut Existing Curl - 0.4000/ Future Top of Curb - 1.600% -0.482% Cross Gutter p4 Ft. 3, Install Curb and Gutter, 8u Curb face per Std.. 303 �= 130' V.C. X 30' V.C. , Sptindret I 'Ea ch a `Place 0.25' A.C. over 0.5' Class 2 A.B. per Std. 201 i oath ' 4 50 Sq. ft. ' 0 S ' Construct Spandrel and cross Gutter per Std. 308 x=3 iC N S.F. Drive apps LT 90on _ S w-_w .. K 5t. Lights 3 Each Col�struct Z t Toiler Sfa. To+ 37 to meet existing A.C. 0� ti Mi Ki I,t M + %m NI N N{ eV �i}' a` St. Trees 22 Each Center Ave. t` 1` °0 os os 'o °'' °' a) ei' °'�' 1 Each Clean Cut and Feather Overlay �► e! Q1 nj N N m o Barricade M N ph O' ( 1 �' to m LF 2 x 4 RedwMd Adjust Mon Hole to Top of A. C. n In p r a '� '� m a) ' °�° N �'� 'r' � � Header , 527 t..F 9Construct 45 ' wide Commercial Driveway per Std. 306 N' tto 10 o f 0 ♦ * N N _ rn� _, - a 7ew ' ' a0 ° h oClvss 2 Base 500 7ot15 r Std. 404 g p _ � - � _ � _ � �, � � �o . - Install Barricade p�N o > o + ,,, _ s N ' - a - ~ - - IJ Install 2X 4 Redwood Header per pavement cutoff detail x o _ °° - a '1.613% `t CUT O yds. og -' 0.400% _0.48'2% FILL 7 00 yds. Grade to drain �' I n s t a l l St. L i 9h i 5 800L . Existing GrouAd �-- -'T .C. 30`V.C. vnlv�rtc odr.ft7en �( > , e .��0 po se d _ �-- 30 Y i w ruo - Lo'v. + _ __..,_.r,-. _ .. . . �.- i - ... �,__ .... ... _...� -..► - . . FtitUly ..,ori 9 0 _ _ I--- 9163 G6�J SPJ2 R otC- ar^ on so oa m ?� - - _to to V I D � � ��� ct �» �ti oaf ci I �ri� � ft n n �I �! GF,I+'TF'RAL NO, S ` fn lL•) t0 � Q _ In M to M i n '� "'. U h N� NUN N N N �! ev V N N M M 01 I?h Q� a t Os Os epi l 0>' N ... rn en pi Q a, N 0+ 'D o, � .�� ; 1, All work shall be done in ec;ordance with these plana, the City of Rancho O Cucamonga Standards and the Standard Specifications for Public Works Construe- . N V �+. N rn tion current edition. Con rector sh� l be a'-1l lar with and shall be res- �, p a � 0 In O to O h �O m _ act N a C) a Q; - 4? r4) 10 ti0) 0 40 N ti O N U O N 0 1 • Oma, --1 N��U 63r N all p M ponslble for adherence to there Standards and Specifications . 01 In C O 01 U Q h V N In 1r f tt Rt _ h> h - ,n ? c o +n h c0 �' rJ ,o + v > _ N N _ .. _ m _ _ _ r _ 1 _ a - ,c� ,n _ _ _ - t . All pipelines or substructures of anis kind , te�hone or power pules , water + o W a 2 O W - meters , valves , fire hydrants , ete . shown or not shown 4n these plans within _ the right-cif-way limits or in ad,ioteent areas where improvement work is to be s - 0 .400% -2.000 % dr+ne shall be removed , relocated or protected in plAre as required at no *ost 1 opos'edi Top -of Curb �� -`0.482°/° to the City of Rancho CueA^rrlg9 . �'- - 1 t 3 . Any contractor performingwork on this protect sha'!1 familiarize himself with RT 90 . E '!t+stinq BrOtfnd 22' Rt.` e� $ -- -�-- •� � + the site and shall be soley resc}onsible for any damage to existing facititie3 . _.. $ A L E _ resulting directly or Indirectly from his operations , whether or not each 1ae•- t j ilities are shown on these plans . ` i PRbFiL CERT` #"= 4'. I i 4 . A nernit shall be obtained from the City of iRanehm Cucamonga Engineering De- ! 1 tiORIZ. 1% 40 4 partment prior to any encroaehment or construction within the City of Raneho . LU:AN "=' 40` Cucamonvm easement or right-of-way . 5 , All grade stakes shall be se by the contractor er .Engineer. Paving stakes sh>!11 set at all hinge pe nts , edge of pavement points within 0. 01 foot of sub-grade elevation and at not more thlin 50 foot intervals . Additional paving Stakes mat be required by City Engineer as needed at warped or vertical curve a 3 areas . 146 . All sewer, water , electric , ,Ras, phone or other utility laterals , mains , or crossings shall be construe ed prior to paving. 1.0 11 12 13 14 15 16 17 N 1 , Compaction tests of emban nt eonstruction, trench backfill, eompaeting E original ground and all s+i ;•raden shall be performed at no. cost to the City • of Rancho Cueamonra . A wt, ^n report with these compaction tests Shall be 9 submitted to the City Bnrl r for approval prior to the placement of base M. a materials and/or surfheirtr . g E i At the completion of pavan ) a materials report shall be submitted to the W �Z' W City Engineer . Listing alai testa or determinations Completed to verify stab- = t F� �` of E AT. SF. R.R. W + ility oil content and Gra(tatlon of asphalt Paving. W GQ' ,te' p�'h' a Z .►�1 w `r+ W a 9. Prinr to fin- plan approve', a materials report shall be submitted to the- N9�, ��o � Q �"� CityTier`1' . Listing alittests or determinations completed to Verify : '� W to � vRlue , steer analysts , end and equivalent of a7rrregnte base . v Z \I, �15 JteFuture Improvement v '0 1/2' Dia. Eut ��� /W r \�4 10 , When im +•vPments are tb b plReed on native soil which consists of a rocky +bl: uI6 °� `�.\\Y � �� to the sub-r-rede shr '_ 1 be re ared by rpnoving All rocks which protrude W � --- < /.O� mR ria - p p •l IV2 above the sub-rrade and all volds or derressions shall be filled with a fine RrRde material of a auallty better than thenature material . if - �o q - ---10-w�- ----; o----- - to10W� '� � � --- - -- - - ----- -- - - - --- ---- --- I - - - - - i3 � - - - -- 65 . li . L the asphalt concrete is o be laced on Auh-Prada a soils steri2ant re is- - - e t <, P. _ .. _ -: i - - nil S o e r A .C . and F .C . C . s►�all be uniformly applied_ m S 89 50' 42 tared by the E P A for u� e C nr •y pp d a 1E !60 17.00 the manutacturer' s rec rrrr+­i1gd rate for the full nnvement width prior to . N paving scale: 1 =40 •OQCie C><� . 1 <� I ► - 12 . Estimate of quantities is -�ro�Ided b the Enr~ine- only fnr the eonVenience of NO - - - v the peg the o y ce r , oval 9termtnation of construction a developer , contract r` rhall mal his �-0- PP 1796418E 1 PP. 179625E �-P- P. 1794912 E* I , quantities before submitting bid . Any item of •• )rk required by these plans ret `,� Proposed improvement! which is not specifically luted in the ea*bate of duantitles shall be eon;- t o a O by 0ram ing It 831 sidAred as included in the ether items of work. g0 a- P.P. 1619382 E Existing E Proposed t 0 9ZL9\ Geo�et 3 T _T: & 14 ti © 14Q AS I 13• Street signs per City of Ra4ho Cueamonra Sta'hilard Numbers 401 and 402 shall np e� I 0 14 CURB RETURN DATA 92 nth St be constructed at each intersection. 90'-25=18.. .�62� b�, 92.42 _ . 8.94 Center ur s This rovalyof plans does not relieve the developer from resp nsiebi tp for R =27 nd C yon L 37.50 14 . City aPP 90.97 T.C. 90.30 E) T s 27.20 Ste"ct sae Proposed Future Project N the correction of error and omission discovered during construction . Upon L =42.61 Ccoi toys P Existing1Ct Tracks CL TroCKS > request the required plan revisions shall be promp*ly submitted to the City (,v Q Engineer for approval. ee9`� 1 7th St. ' Q I W 15 . Work site and exterior streets shall be in a neat , clean, hazard free, orderly 2 I � Z state throughout construction. Site shall be cleaned upon request of the I W inspector. • U 1° c 6th St. 16. Contact tIl Utility Companies as required, 4F hours prior to excavation. b 30 N 27 z XC WVICMiTY MAP 0 u�1D . , 10-18-sbI�pNrTGr4>rLi. /tl-IDA�'x�VaTEs I'0-3�- .. ' 22 L22 no scale .� CITY DESCRIPTION OF REVISION OAT APPROVED y fe 10 6th STREET 11 7 4 ,Q CITY OF CUCAMON�GA 0.40 1 I w fit• 10LIKASe 130%: M-X arm^ f1" Resor 1 9-q-ea, f wmz NS '-" 33 Level Line t)006a((RDLA►JV15r fRoH rP 11844 12 IS EAS-rML:f To Pr STREET IMPROVEMENT PLAN 0.67 •50 LDCkTeV onl 6ovf+I�J�gT�Z,.I e,00 1 R 'OF -1tE1 AW AAJei, - SEVENTH STREET 1-- II 4 BETWEEN CENTER AND HAVEN I - Future Improvements I :> TYPICAL SECTION - APPROVED BY � DATE (o - 7_gsr 7th STREET no scale CITY ENGINEER RC.E. No. 23Et89 ill ITI = T. I. = 7 2 x 4 ��R ed�wood Header with DESIGN RE COMM[ NC�f U 0.26 A.C. over 2" >w3 x 18 Stakes at 3 O.C. TUTTLE ENGINEERING d Goly Mails 0.50 Class 2 A.B. W D T 930 Clifton Avenue wish 2, 16 Redlands, CA 92373 �• r� DRAWN SHEET (714) 792-2127r -� I OF PAVEMENT CUTOFF DETAIL WARREN D. UT 'AWING NO. no scale CNCITY R.C.E. NO. 855 DATE --24-84 FILE NO. �