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Home My WebLink About882 BENCH VIAKK _ _-- N W GOI�.VINE-040 4 F HI - - V J 4 _- - - - _ = I L.L, *KASS 015C• r - - Contact the following, as required, 48 hours prior to excavation: �N• v1n A n r . F IN W of N.ENO GUKB RETU AM"V SAN - - - - - -- WNAMPNO C,0,5URVEY-0K, 11-10 " Ne 1-24 _ -- - - - -- - - n r District A San Gabriel Valley Municipal Mater ELEv. 1231.°12'1 Mr. Bob Stallings lings (213) 969-2718 - — -- - - - - _ - - - - - L or Base Line Road construction G E IV E12AL NOTES - - - - B. General Telephone (800) 422-4132 - - - --- - - - - - f d i - - or underground un service - - JK- - - — nd rgro - - - -- - - - -- - - - - -- - -- - - - - Southern California bas Company (714 529-2889 pow C (( - - -- -- 2191 E. Birch Street 714 529-7070 -= = : - : -- - - - Brea CA 2621 - - 9 I. All cork shall be done in accordance with these plans, the City of # - _ - _ - Rancho Cucamonga Standards and the Standard Specifications for Public ir -- _ - -- - -- - tit ( ) 987 2591 L} - ! - - - - S r C - - familiar �o current edition. Contractor or sh 11 be D Cucamonga County Mater Di 714 Works Construction c e i r t a 9641 San Bernardino Road with and shall be responsible for adherance to these Standards and NRancho Cucamonga, CA 91730 Specifications. Vk - - - 2. All pipelines or substructures of any kind, telephone or power poles, _ - - __ - water meters, valves, fire hydrants, etc. shown or not shown on these plana withinthe right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected 04 - _ in place as required at no cost to the City of Rancho Cucamonga. A - - - - -4 3. Any contractor performing work on this project shall familiarize him- _ - - - - self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- .. - - - tions, whether or not such facilities are shown on these plans. A permit shall be obtained from the City of Rancho Cucamonga Engineering - -- -- - -- - - -- - -- - -- - - - -- -- - - i within in C i Department prier to any encroachment or construction w t City of o Rancho Cucamonga easement or r g t-of-w q .- - -- - 5- -_ - --- - - - -- - - — - - - - - - - - Paving S. All grade stakes shall be set by the Contractor or Engineer. Pav _ - - -- _ - -_ -- -. - ._- _ - _ -- 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 50 foot 1 -- _ - _- - -- - _ -- ___ -_ intervals. Additional paving stakes may be required by City Engineer - - _ - _ - _ - - - = 1 as needed at warped or vertical curve areas. t - _ AMW - - - - -_ - _ -- -- _- 6. All sewer. water, electric, gas. phone or other utility laterals, mains, or crossir. s shall be constructed - g prior to paving. _ - - :- _- _ - 7. Compaction tests of embankment construction, trench backfill, Com- lzr -4'� l ground pacting origins and and all sub-grades shall be performed at no cost to the t y oRanc o Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval PROFI LE SGA�E -_ __---- -- - prior to the placement of base materials and/or surfacing. y HERTZ 1u - 40' 4 ' - - - . _ - _ _ _ - - --- _- _ 8. At the completion of paving, a materials report shall be submitted to WOOa Ls - V - the City Engineer. Lising all tests or determinations completed to - - -- - _ __ .APO-- Q �._ - veri • stability oil content and Gradation of asphalt Pavi ppo- _ - - __ _ _ verify cn9 f _ _ _ _ - - -- - - _ _ - - 9. o installation of any . a materials report shall be -- - - - - - - -- Engineer.submitter to the City ngi P Listing all tests or determinations A completed to verify: . Sieve analysis and sand equivalent of 20 Qi 22 23 24► ZCj aggregate base. 10. P shall be perforred in accordance with P,-Value adPavement tests awing taken to determine structural sections (prior to final plan approval) �tst. AG 0%pCM t�ETAI L E X 1ST• CSR 1 v E CU KO KETU IZISI 11 When improvements are to be placed on native soil which consists of a LV t � y v m` iV �'• rocky material, the sub-grade shall be prepared by removing all rocks N - l ��G,�C + �. _ �Oa DD 00» which protrude above the sub-grade and all voids or depressions shall _ r 7 be filled with a fine grade material of a quality better than the native - _ �' N , L = 18 8 Nv►�T H SAN AAM No, KOA to Q material. 7 �. 7 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant -' L- A N -1 FDOTH I L L < &OU L�E•iAKO registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly Koh ` S GALE 1" 2,4 �7 applied at the manufacturer's recommended rate for the full pavement I I 7 iv \ width prior to paving. pEa �E�T t�. e'12121 vtKifY ` 14 > GON rl 1io�J of i� -(o Gam'.8h rlEtc,r� �- � - , � ; < Z P P 8 ScNEVuut �i.,ME Fo>z Lo�JMAG/ _g I t n �X .� Tto „�E�M A - n / a 13. Estimate of quantities is provided by the Engineer only for the con- N / 7rd -1 venience of the developel, the contractor shall make his own deter- Q I ' 14 N '� 14 �T S' _ IE < urination of construction quantities before submitting a bid. Any I I 4. L 1 L 4 i- __ _ _ __ item of work required by these plans which is not specifically listed � N _ �� '� �a�OI'`1 H �� - in the estimate of quantities shall be considered as included in the O 0 -_ L � --•l 8 —� t -- t 1 I other items of work. T-T V N E�i 5T E oY r_ E x 1 5 T• T W1 p. p E K V w c. N 4 1 3 .��',? -� v a N y'�•r Ex15T: 2"l�AS �- Y 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 •�,h pv'MT• b"AL DE M ��. �. _ > V1 c I N I T Y 1 1 A p� Q shall be constructed at each intersection. - NO SCALE _ > S15City approval of plana does not relieve the developer from responsibility ITE . for the correction of error and omission discovered during construction. ' - /. �/ j // % �wT' / , '� �i /N Ae`��'-� —r � T.ar-AG Upon request the required plan revisions shall be promptly submitted to Ir I ,L -�,' - -- - - -- a� TF� - - - -- -- - -� M - �= - -�- -•- the City Engineer for approval. s - t - -— -—s- 16. Work site and exterior streets shall be in a neat, clean, hazard free, P_ �, _ moo' oo, = ZOO' :•►oo --- orderly state, throughout construction. Site shall be cleaned upon I 1 � � � � ,r, 4 � do I� � � �. I 12 5 E E t7E'T A( 1. fw AG �EKI, i�EGoN511KuG( 1 2 6 W O X < t30TTOM RIGHT I request of the inspector. Q 1rx 151 OKE 1 v>: A5 t�EQ'b _ �, -' ' 0 p h Wku I 3 SE DETAI A15 � 3 II V t c[ r , Z ( -7 — C � ,0 � 3� � M t � � � V � NV M � �1p � � I� - 10 I I PIN x15TIN 16HT F F- N W '( E > tfi d1 lu • '1T �4 t t lb t W I CONST. d"A G ff MM t9s K W AY - r v Ap>'K�bx.LOC. ?` - A t ,� _ t v Q.. I N N * to �' ei f`{ �'n PLAN N=313 I MA?GH FLPW X ,�>L+ leiN 12 SEWEK-AbANt�t1Eb N �j -Z N N � W + , Q I % LIN E Qfi-. $ v�Q N s' AG "awl Ul V INEYAKb CONSTgUCTIO0 NOTES-QUANTITY ESTI MATE-, _ ELy- ;Z1 W1 CLEAAINa, 6IZAI71NG1, KEMOVAI.S; MISC•,COWC. P.S1NAL.T1r1 rES, 651CMS ETC. L• S. d1i 'jj � DESCRIPTIO'J OF REVISION DATE P 44 N �4 � . — 44C'i S. F. a4 � r�oTE� t�EN10v� �1�✓T AG C71zt�lts a 2 CoN5T. ! A.0 pv MT• c v Ems_AGG K. 15AS E G� 1 N ,� s � Kr,1:71-AGE A5 KE4'�. To Ro- : — &C01467- F-)C rc-C• GUK15 GUTTEKZ a"C.F. rEK CITY KANCHO CUCAMON6tA 6719 303 341 L. F- I j V 101% 1'�• t�42A1 NAIaIEMq GH CITY O F RANCHO CUCAMONGAa Z I 4T- F. L. 4 IBJ'MT To 'fH E CONST. FCGCOM MEKCIAL 091VE ArrgOACH(MODIF'{ KAO.TOr12FT) FeKGry MAM Sola— y42 s. F. �' Q � SATIS�AGTIvN CITY INSP�lvR. PLAN AND PROFILE 3 `... y CONST. GUKIy OUTLET PER C►TY ST l7 I�L.AN gob W=b 1 EA. N Exl .r�El��'LN EAST'LY sl nE V I N E Y A n AV E N ll E, FI�.oM F E ATH EK FOIA 5 Q¢ b H < 9 SMOOTH JOIN �' (0 CONST. FC.C. SIVEWALK PER GIT`( 5I-0. rLAN 8a I a20 S. F. I j I � 5y �- ,4 \ T Cl N12490 ONL "G 08G KGt T'D AN O1 8 L.F 2150 >FT. *6UTH df FOOTHILLTO GG'I FT. LOUTH IFa-.141 LL o23G &CONST- 10C-C- CUK5 Y(b F T F) rE V S IPL 3 3 _ F_ �Oq^'hH. tl�• �— S�SAW GUT EXIST I NGi A•C. rAV'MT• 412 L. F• 3s M � APPROVED BY DATE 9& rLANT rAIMNA`( TIZEE5 Mg CIT-Y 5TIV rLAN (002 12 EA• NO'TI GE TO Ce }.j't��G'f0�, pAl NTI NGS yTR1 PI Nf� Fo12 LANs; CITY ENGINEE RCE NO. 23839 , @_C0H1ST.2itLA.C- CAr ti FEATHER 12,820 S. F. It�Et4T1FICATIDN +ALL - !3E IDENTICAL 10 ZHE EKIl✓TINd1 5TR1PIN(aDESIGN RECOMMENDED IvR T1+15 GoNST. �Ai�T STi�KEI� 11 KEGoN=TgUGT E�15T. br�1vE WAY- INGLUt�E X1: 1 A4 'TAf'�12f,IAG 65KM I,uMp %. A0 CIVIL ENGINeF_RiNGA-rLANNIN4 ETA I L A A a- I�EcNxls oSTAUCT Ef. t�KlgEWAlf W/ A. aK1, A.G.1AMMI-1 PLANKET 0 0 DRAWN 19j22 EAST FOUKTH ST--204 SHEET 13 At7JU5T EXIST. MAN HOLE COVE14 TO C114AVE: I EA,. � SANTA ANA, CALIF. 92'101 q"-0433 �_ OF Ndf TD SCA Ll; --L-� It} CONST. STREET LIGHT, �I��D L-uMC-N 3 EA. CHECKED DATE FILE FILE13195 DRA��C� NO. 'f I �•D i� 8O �(( fy GoNST. KAWr rEK GIT`( SrV. PLAN 310 2 EA. W 9