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Home My WebLink About2097GEiNIERAL NOTES 1. All work shall be done in occordonoe with these plans, the City of Rancho ucam origo Standards -current edition, including: its annual and the Standard Specifications for Public Works Construction supplements of amendments. Contractor shall be familiar dh and shall be responsible for adherence VLY R/W. to these Standards-, and Specifications. 2. A66 elines sub uctures of any kind, telephone or power poles, water meters, valves, fire 33 I ip or su structures of any p t -h right-of-way or in adjacent areas hydrants, etc shown or no Is own 0 plans withiii the right w 2 ------------ mpr t w 8 t (i There improvement an ork bta 4aCn be removed, replaced, relocated or protected in place as requtid (it no c 0 he Rancho Cucamonga. 0. 5' APPROX 3. Any contractor erforming work on is project shall familiarize himself with the site and shall be 7.5' 4 solely nr. for any damage, to existing facilities resulting directly or I ndirectly from his —6.5 2 opeArioni, whether or not such facilities are shown on these plans. I 5% 4 lim 21% (2A riginsenrig A- (2-0 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, E . v Department prior to any encroachment or construction within any City of Rancho Cucamonga FEY. easement or right- of -way. 5. de stakes !hall be set b be Al ra the Con a. n ineen.Paving stakes: shall 4 set at oil hinge pot , edt - r ?b e e e p with, r, pay alin 01 i0o �u grad 8�vatlon and at not more then 50, foot PROPOSED SIDEWALK INI SAIWCUT JOIN .0 I eil d as needed: at warped or vertical PROPOSED A. C6 nt 8 b na, ;mn stakes may W required by City Engineer e THICK PA VEMENT curve areas. EXISTING CURB & OU S. All sewer, water, electric, gas, phone or other utility laterals, , Maine, or crossings shall be TO BE REMOVED constructed prior to paving. PROPOSED WORK OF HELLN 7. :Compaction- tests of embankmentconstruction, trench compacting original ground and P compa ng C all sub grades shall be performed lot no cost to the City of RanchoCucamonga. A written report with, em661 R/W TO thess compaction tests shall be, submitted to the City Engineer for approval prior to the plat ent of NOT base materials and/or surfacing. 8. At the completion of paving:, a materials report shall be submitted to the City Engineer.Usting all tests or determinations completed to verify stability oil content and: grad d6n of asphalt: paving. 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer, R-45 listing all tests or determinations completed to verify: R-Value, sieve anoWls: and sand equivalent Of aggregate base. 10. Paving shall: be performed in accordance with R-Value and Pavement tests taken 'to determine structural sections. E'LY R/W. 11. When improvements are to be placed' on native soil which consists of a rocky material, the sub —60 1 voids or grade shall be prepared by removing all rocks which protrude above the sub de and all -id- - depressions shall be filled with a fine grade material of a quordy better than the native Material. —3 12. If the asphalt concrete is to be placed on sub -I rude, a soils stenlont registered' by the EPA for use under A.C. and P.C.C. shall: be uniformly apap ied at the manufacturers recommended: rate for the - full Pavement width prior tD::Pcm*ng. 4 13. Estimate of quantities is provided by the Engineer only for the convenience r of the developer ,per, the 75 contractor shall make his own determination of construction qua beforesubmifting a bid. -Any Rem of work required by Uma plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 4 ir_ rp 14. Street signs per City of Rancho Cucamonga Standard lumber bar 401 shall be con str uxted at each S. S, intersection. PROPOSED SIDEWALK E)aSTlNG CURB & GUTTER 15. City approval of plans does not relieve the developer f mm responsibility for the correction of e THICK TO REMAIN error and omission discovered during construction, Upon request the, required plan revisions shall be promptly submitted to the City Engineer for approval. 16, Work site and extetiorstreets shall be in a neat, clean, hazard free, orderly state, throughout PROPOSED WORK OF COU_ construction. Site shall be cleaned: upon "est of the inspector. 17. Contact all: Utility Companies as required, 48 hours prior to excavation,. Provided for your 609 R/W NOT TO SACLE convenience are the following: T A. Son Gabriel Valley: Muni a alftter District . B. General Telephone 1400 -483 -3000 R=45 C. Southern California Gas Company 1- 427 -2200:Res. 216 N. El Avenue Ontario, CA 91762 1400 427 -2000 Comm, D. Cucamonga Valley Water District l9641 San 8ernardino Road Ran cho Cucamonga, CA 91730 (909) 987 -2591 E. Metropolitan Water District 700K Moreno Avenue Lia Verne, CA 91750 (909) 593-4474 F. Comoost 1205 Dupont St. Ontario, CA91762 (909)983-9895 (Portion of Red Hill) G. Marks Cablevision 909� 987-627-5 10808 Foothill Blvd #120 �909 880-0222 Rancho Cucamonga, CA 91730 ps i 0' ) (SCALE 1 04 IN Z F 'fill 11 &YEW DUCAMONC, CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION QUMTIrY UNIT ICONSMUCT 4" MIN. A.C. PIVMT. ON 4" MIN. AGGREGATE 6,20 SF SASE PER CITY OF RANCHOCUCAMONGA STD. DWG NO. 100-A CONSTRUCT 8 " CURB & 24 " GUTTER PER CITY OF RANCHO 166 LF UZ CUCAMONGA STD. DRAWING- NO. 104, TYPE A2-8. CONSTRUCT DRIVE APPROACH AND SIDEWALK PER C17Y OF 750, SF RANCHO CUCAMONGA STD. DRAWING NO. 101 TYPE 1. CONSTRUCT SIDEWALK PER CITY OF' RANCHO CUCAMONGA 1,065 STD. DRAWING NO. 103, WIDTH 4.0. IINSTALL T. LIGHT 5800LUMEN, $TEEM' LIGHTS TO! BE PAID EA FOR AND COORDINATED BY OWNER AND INSTALLED! BY SCE I LEGEND J;C ...CIE' HYDRAN T S ............ SOUTH INSTALL STREET TREES PER NOTES AND LEG END ON SHE EET I EA RL ..............RI - LIE N ......... * .. NORTH CONSTRUCT 1 �-6'0 WIDE CURB SIDE DRAIN OUTLET PER CITY STD. P . ............ PLAWER W. ......... 2 EA DRAWING NO. 107-A B/W._ ..... -BACK OF sIDEw 4 ALK E ............ EAST 7 NLY ............ NORTHERLY 2' WIDE SAWCUT & RECONST. 4 MIN. A. C. PVMT ON 4 MIN. 4201 S-F EC ............. END OF CONCRETE SLY ............. SOUTHERLY C.A.B M CITY OF RANCHO CUCAMONGA STD. DWG NO. 100-A .15 N/S ............. NORTH/SIDE D( ............ ..EX W FOL ....FOLIAGE REmovE Exis-rING Cum & GUTTER 100 LF To .,...,.........TOP'GRATE 113 ........... TOP OF:BERM iw ............ _wvER T ELEV ATION AC.4 .... ..... ASPHALT CONCRETE REMOVE EXISTING A. C. BERM 43 LF FS .......... .. FINISH SURFACE ST ........... STREET BP .. ............ BOTTOM OF SUMP; PIT PP, ...... ...... POWER!:- POLE EX. POWER POLE TOBE REL=TED PER SCE'S APP R0_ VAL EA T4 ............. TOP' OF CURB C&G ... ..... _CURB & GUTTER ANDEX OVEMiVID LINES SHOULD BE UNDERGROUNDED F.L. ............... FLOW LINE DIS..........-DOWN SPOUT 3 EA F®C ............ SINISH GRADE PL..... ....... PROPERTY LINE @ REA40VE EXISTING STREET TREES Fa S ............. FINISH SURFACE WW ........... WATER WASTE F.F ............. FINISHROOR SI) ............ sToRm DPAN REA40VE EXISTING STREET SIGNS 6 EA IP ......... ... [RON PIPE Hop .............. HIGH 'POINT ti INSTALL M(S) "NO STOPPING" SIGN PER CITY OF RANCHO 2 FA CUCAMONGA STV. DRAWING C. 401-8. TO ................ TOP OF CURB )ZE . . ....... STRETLIGHT ................ CONC. SIDEWALK CONSTRUCT 3- 0" WIDE CURB SIDE DRAIN OUTLET PER CITY S7D. EA ......... ... STREET TREE DRA WNG NO. 107-8 c vtzs C ol 01RR oulTztl )55TW65 ri o-rit_iTY' VAULY-5 A q4� 45846 Exp. 12/31/06 BENCHMARK re HOR. it)--401 RANCHO CUCAMONGA 100913 BM 1987 ELEV. 1671.480' SCALE. SET 2- BRASS DISK IN CONC CURB STAMPED "'CITY OF VER T* 1 4 RANCHO CUCAMONGA BM 10093 1987" AT SOUTHEAST COR I R OF BANYAN AVE AND HELLMAN AVE, AT EN: OF CURB RETURN EX. G AT C. . + I c Q c) I I mil IX n;,RA-DEJ---,,:l ;-.-LL. —tn ARAJ)F I I 4 It. I Ar CIL. EXIt GRADE-7 AT Wl YlTa J PRO II I WL Y It. 14A: ilt "y -ro- C 3 _7 cs RIM IT L t EC_6W40E ti 'Ly ............ .. ......... .. ...... ..... I (SNLt.- 1- — 40 EX. CURB & GUT TO RE& POWER POLE 3+0 o 74 GOU 4EMAIN TC (i 763. 60 CURB & GUT,-T-E,R FL (1762.93) REMAIN NE NORTH EX. F. H. 1�rn W-AdAIN (SCALE : 1 =40') 011- cat- V.- I I I 4 61 11 ff. k N (TI ob C) + . ... .. ...... _F Q. LOT LINE—�l Q. -EX STORM DRAIN MH TO REMAIN c Lo r7p IV- COUSINS, PILACE ct It'o 1+ 1 stowp --- ------ - N NO 45846 Exp. 12/31/06