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{ � � - # -- R tions of the US meat of Labor and with the
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I E - -i-�- -+---+- ~--' - -IN I ; i I % t on these plans The engineer assumes no llab#lty as to the
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2N /Ines offecting th/s work, wohether or not shown heron, and
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t RANCHO CUCAMONGA, COUNTY OF SAN BERNARD/NO, STA 7F
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IN - - - - - - - EXISTING 81 CURB & GunER
N h h I h � y � --- EXISTING RIGHT Ar WA Y/LOT UN£
CONSTRUC RON NO TES QUA AW RES ---- PROPosry R/l�l r OF WA Y
GENERAL NO TES: 3 5 4 (D 5 O1 CONSTRUCT DR/VF APPROACH PER CITY OF RANCHO CUCAMONGA SID. DWG NO. 101, 500 ,SF PROPOSED SIDEWALK /DRIVEWAY
IyPE C, W--J5, R=6.5. REROV£ EXISTING 7REE5' WHERE NOTED.
1. A// work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards 10. Paving shalt be performed in accordance with R-Value and Pavement tests taken to determine O COyyS1RUCT 4' PCC SIDEWALK PER A�IY Ar RANCHO CUCAMONGA STD. DWG NO. 103 840 SF � PROiA0.5�D S7R££T UGHT
and the Standard SpecitJcotions for Public Works Construction - current edition, including its annual structure/ sections. STD. DWG NO. 104. PROTECT EXISITNG 1REES /N PLACE
supplements of amendments. Contractor shall be familiar with and Shall be responsible for adherence (_ _ •\
to these Standards and Specifications 11. When improvements are to be placed on native soil which consists of a rocky materia/, the ( CONSTRUCT PARKWAY DRAIN PER CITY Ar RAA(cyo CILICAMOWGA S7D. DWG NO. 1078. CONN£C7S' 1 EA i + � EXISTING STREET 1REE
sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids �N7tl OPEN ROCK CHANNEL (SEE GRADING PLAN). PROVIDE CY/T--OFF WALL PER DETAIL HEREON. ���
2. Al/ pipelines or substructures of any kind, telephone or power poles, water meters, w1ves, Are or depressions shall be filled with a Ane grade material of a quality better than the native material
hydrants, etc. shown or not shown on these p/ons within the right-oflimits or in adjacent areas O4 INSTALL 5800 LUMEN HPSV S7JPEET L/QHT 7v BE INSTALLED BY SL^E, PAID AND 1 EA
where improvement work is to be done shall be the removed, replaced, relocated or protected in 12. /f the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for COCROINA7ED BY DEVELOIPER
place as required at no cost to the City of Rancho Cucamonga use under A.C. and F.C.C, shall be uniformly applied at the manufacturers recommended rote for the O INSTALL R26 SIGN AND POST 2 EA
full pavement width prior to paving.
J Any contractor performing work on this project shall familiarize himself with the site and shall be REMOV,gL NOTES - QUANT/T/ES
solely responsible for any damage to existing facilities resulting directly or indirectly from his 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer,
the contractor shall make his own determination of construction quantities before submitting a bid. DESCRIPTION OF CHANGE DATE
operations, whether or not such facilities are shown on these plans CITY
Any item of work required by these plans which is not specifically listed in the estimate of p
4 A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering quantities shall be considered as included in the other items of work. OA RE7MOVE EXISTING CURB & GU 7ER 110 LF
Deportment prior to any encroachment or construction within any City of Rancho Cucamonga 14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed of each OB REA/OVE EXIST7NG STREET TREE 2 EA CITY OF RANCHO CUCAMONGA
easement or right-of-way. intersection.
5. All grade stakes shall be set by the Contractor or Engineer, Paving stokes shall be set at a// 15. City approved of plans does not relieve the developer from responsibAlty for the correctlon of STREET /MPROVEYENT PLAN
hinge points, edge of pavement points within 0.01 foot of sub--grade elevation and at not more than error and omission discovered during construction. Upon request the required plan revisions shall be 181
50foot intervals. Additional paving stokes may be required by City Engineer as needed at warped promptly submitted to the City Engineer for approval FOR
or vertical curve areas -CURBSIDE DRAIN
16. Work Site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout X X PER S7D. 1078 HELMS AVENUE
6. A// sewer, water, electric, gas, phone or other utility loterols, mains, or crossings shall be construction. Site sha// be cleaned upon request of the inspector m DRC 2001-oo���
constructed prior to paving. ��
17. Contact o// Utility Companies as required- 48 hours prior to excavation. Provided for your '
p trench bockffl,/ convenience are the following- 2X
7. Compaction tests of embankment construction, compacting origins/ ground and o// 9•• 11 - APPROVED BY: J � DATE: �''k �' � -
sub-geodes shall be performed of no cost to the City of Rancho Cucamonga. A written report with A. Southern Co/ifomio Edison 909 .357-6240 :4' 1 E;�-,44F, PLANNING DESIGN CONSULTATION CITY ENGINEER ,/'� �(' v",/ � RCE NOS
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these compaction tests shall be submitted to the City Engineer for approval prior to the placement ( ) 12 SB 10 `��� `�,
of base materials and/or surfacing. B. Verizon (800 483-,3000 �r m 9007 Arro�r Route, #120 DESIGN RECO D,
C. Southern Ca/ifomio Gas Company (909) 3,35-7530 POUR CUT-AFF WALL n _ � txp at82s 9 ancho Cucamonga, CA 91730 SB&O, /NC.
8. At the completion of povfng, a materials report shall be submitted to the City Engineer Listing MONAUTHIC Nilly V Exp. a�s�roa * (909) 948-3450
D. Cucamonga County Water District (909) 987-2591 6" VVI& 0 r FAX: 909 948-2750 DRAWN
a// tests or determinations completed to verify stability oil content and gradation of asphalt paving. CURBSIDE DRAIN \ CMS- �� ( )
C. Metropolitan Water District 909 593-7474 Land Planning �_ �„�coe' )
9. Prior to installation of ony paving, a materials report shall be submitted to the City Engineer. p ( ) CUT-OFF
Engineering SBd'O, INC
Listing a// tests or determinations completed to verify. R- Value, sieve analysis and sand equivalent F. Ade/phio (800) 626-6299 (i UT-OFF WALL DETAIL Land Surveying AZ/6/1CHECKED DRAWING No.
of aggregate base. G Charter Communications (909) 987-6275 N. T.S. DON BROOKS, R.C.E. 41829 EXP. /31/04 17,98
D: \57871\DWG\57870ST1.DWG 2/8/02