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I I ' ' j i i ' T r I ; 1 ; : . i I ; { i 1 i 1 I ' I 1 ; i F t 1 i 1 : ; i i ' { I . i ' 1111 1 I ! ; • : i } 1 i 1 t rt ; 1 1 1 I. -f 1 i 1 I ! I j ! i . : : ; 1 ,I-- - — , i . I i 1 ! , , i i i i , ; i . i _�_ -�__ . -t - + - -- - -- - - -�- - - - +--i- f - �- + + - -• .- is 1- TL 1 . { L I ! I { . I 1 - �- -I 1 I-.- - _ 4 i , i ; 1 , - + +-- �--- -; -; -; . : ; , i . ; , .- 1 i f ; . I . i i 1 t I i { i ; . i , . • 11 tI i t : i ! + r i ! + . . l _. r .. I - - T : : - , . 1 + + 1 . 1 i � �- 1 - - - -, -- — — ( ; 1 i � t ; 1 i i I ! I : 1 i 1 I i { 1 . I i : , i 1 ' i C 1 1 . 7 1 i ' I 1 1 1 � t- + - -- -- - --t--- - - - �- 1 f 1 J i 1 1 i i 1 t i . 1 } . ' t , . • . 1 , . ! ; i 1 1 , . • 1 -i i ` t ; { - - i -- -- t - l - - - -1 _ -_ - i PROFILE SCALE i I 1 - I - ! i - _ . . . I - -i , . r t t ; t i i - - 1 _ _ ! - 111 I t UEf�T. I' _ 4 - t - ' I 1 } i t ; I i I ; j ; . 1i'ORIZ. '/"-2O' ( ; i i ; I -- -- -� -1- - ± I - I -- - - 1 ; -.. 1 : . -1 - - - 1 1 y I - i a , i i ± ± ; ; t ! } ? 4 ; i j ; I i _ ] : - 1 { , 1 ; . I 1 I I I I i ——I 1 _ J , . : _1. _ �. i r , 3 4 5 6 7 e 5 1 I�-. 5 � � 5 i I v h 2 W 44 011v � � � IW o , nk N Z 4 o 0% to's ' `14 % N � �o o ao 2 ,, ao a a 0 3 Z N14, to PARCEL 2 �• W �; 3 ul o „ to "� ° PAR CE L / ^ 3 3�N 14, � � � � . 3 � k ko. Zu k a � � � o � , � o � � i a. vo k 9100 � W K a � � �, 3 %. S k % . Q Y 4 3 k IQ �C � Q o . O �o Z N � � . � n ; � N 3 b k ll k W oN �U o kt N 3 y, q� °0 k '� - y. W � N K y�, ,ti, ) 14- `L til W � 1 j p t W �0 a0 � °d. N 1 �t co kw - - -- 4r:•:•:•:•::•:•:•:•:•:•:•: :•i:•:'r:.:•:.:•::::: . -.,A; V.....�.: rr :'< <'r .i l - • :+ :i.� I 'I.-. 1 ... - � . .. n o 3 r;���`__-- 6 Exisr e cuRe �urrER FJCI S riNG IMPROVEMENTS PER GWG. # 476 .. ..-4' = s N 0°02"38"/✓ c - - � - �t LUCAS RANCH ROAD . Zt GENERAL NOTES General Notes, Continued � 13 M = 1 F k m SBCO 6M (RJ. bead SPIKE '` r 1. All work shall be done in •accordance with these plans, the Cit of 9. Prior to installatior� of any paving. a materials report shall be ^ a h IQ y submitted to the City Engineer. Listing all tests or determinations ih Curb _L �t N w so Rancho Cucamonga Standards and the Standard Specifications for Public � � W coni leted to verif + Sieve anal siS and sand equivalent of � ° p y� Y 3 ao Dcsi 01095 Elcv. 1020.09 Works Construction - current edition. Contractor shall be familiar ill aggregate base. W y, cc V t\ with and shall be responsible for adherence to these Standards and t/1 W N/E urb R e+urn of O ~' Specifications. rZ 1O3 W � 10. Paving' shall be performed in accordance with R-Value and Pavement- tests k ARCHIBALD AVE. & FOURTH 5T. Q102. All pipelines or substructures of any kind, telephone or power poles, taken to determine structural sections (prior to final plan approval) '�1 �' water meters, valves, fire hydrants, etc. shown or not shown on these O 11. When improvements are to be placed on native soil which consists of a SCALE : I" =20' plans within the right-of-way limits or in adjacent areas where Qimprovement work is to be done shall be removed, relocated or protected rocky material, the sub-grade shall be prepared by removing all rocks in place as required at no cost to the City of Rancho Cucamonga. which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality bitter than the natives 3. Any contractor performing work on this project shall familiarize him- material. A ,� ^ n , SPEC/QL NOTE : self with the site and shall be solely responsible for any damage to V/C/NI TY /V//`i! The existing overhead utilities (telecommunication and electrical ) on the existing facilities resulting directly or indirectly from his opera- 12. If the asphalt concrete is to be placed on sub-grade, .i soils sterilant DESCRIPTION OF REVISION DATE APPROVED project side of Lucas Ranch Road shall be undergrounded from the existing tions, whether or not such facilities are shown on these plans. registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly CITY OF RANCHO COCA MO NGA pole at the north project boundary to the existing pole located at the applied at the manufacturer's recommended rate for the full pavement I south project property line, 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering width prior to paving. CITY 0 F RANCHO C U CA M 0 N GA Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 13. Estimate of quantities is provided by the Engineer only for the con- FOO THILL BLVD. PLAN AND PROFILE QUANT/TY CONSTRUCT/ON NO rES venience of the developer, the contractor shall make his own deter- S. All grade stakes shall be set by the Contractor or Engineer. Paving urination of construction quantities before submitting a bid. Any PROJECT LOCATION STREET IMPROVEMENT PLAN stakes shall be set at all hinge points, edge of pavement points item of work required by these plans which is not specifically listed 640 S.F. O ' REA10VE EXISFIAI P. C.C. within 0.01 foot of sub-grade elevation and at not more than 50 foot in the estimate of quantities shall be considered as included in the FOR other items of work. d WEST SIDE LUCAS RANCH ROAD intervals. Additional paving stakes may be required by City Engineer W O , o TZO S.F. 2 -_ eoNSTRuer Pee LRivEWAyPF�4 CiT-r � as needed at warped o: vertical curve area:.. STA. 2 + 52.79 TO STA. 8+74.77 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 Q 6TH K ST AP to O D 7-31 ndmcHO CUC4N01V0 STO.OWG, No. 306. shall be constructed at each intersection. -' Q�ovLss/QN APPROVED BY DATE �' 6. All sewer, water, electric, gas, phone or other utility laterals, � _ $0 L.F O CONSTRUCT 8"P. C.C. CURB E GUTTER PEI? mains, or crossings shall' be constrtxter. prior to paving. a �p ,�N A• 'Q( 3 15. City approval of plans does not relieve the developer from responsibility , O ,w� �`I' R�, F2 CITY ENGINEER431R.C.E 22397 C/TY OIFRANCHO CUCQMONGQ STD GlW6. N0. 303. for the correction of error and omission discovered aurin construction. _I h v� y 2 DESIGN RECOMMENDED �, Compaction tests of• embankment cons*suction, trench Sackfill, com- g _ actin ori anal round and all sub- rades shall be Upon request the required plan revisions shall be rom tl submitted to Q 3190-) AIRPORT LOOP 25 EA.&ST.AWr) O STREET TREES P g g g g performed at ho P P Y CALIFORNI 4 cost to the City of Rancho Cucamonga. A written report with these the City Engineer for approval. 0 4 TH � ui 2 7 D.W. CIVIL V6 A 1j'/sb �! DRIVE, COSTA MESA, compaction tests shall be submitted to the City Engineer for approval U � � DRAWN INC• CA. 92626. SHEET 3 eA. O STREET LiGHT 5800 LUMEN HOSV prior to the placement of base materials and/or surfacing. 16. Work site and exterior streets shall be in a neat, clean, hazard free, ` (714) 557-1059 orderly state, throughout construction. Site shall be cleaned upon Q �+ �l ��� �P T M. ( 8. At the completion of pavini, a materials report shall be submitted to request of the inspector. . T-/O FR W Y tN ENG �� ODRAWING F CHECKED NO. 2 EA. O dV0ERSIL7fA1.4LK DRAINS Pfd STD 507, the City Engineer. Lising all tests or determinations completed to OF CA1-Ni RC.E.NO. Z3y7•j f Ino 6 verify stability oil content and Gradation of asphalt Paving 17• Contnct al.l. lftility Compnnies as renisiredl 4A hours nrior. t� excavation. _a QA II-I 87 FILE N 0. `'�