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HomeMy WebLinkAbout1288 Bench Afark No. 77 COrICrCle nay/ in Ra1'nfcd "O" Top o/' Nigh Curb of s'ov/hea5f comer of . HILLSIDE ROAD IMPROVEMENT PROJECT Flct/a�ior� : /860.510! CONSTRUCTION NOTES 1 Construct 4" A.C. pavement over base 0- Construct 8" A.C. berm per City Std. No. 313. GENERAL NOTES a-- Remove existing A.C. pavement. ESTIMATE OF QUANTITIES 1. All work shall be done in accordance with these plans, the City of G- Construct spandrel and cross gutter per City Std. No. 308 . . 1. 48 , 978 S.F. (1 ,125 Tons) A.C. pavement. Rancho Cucamonga Standards and the Standards Specifications for Public 2. 1, 448 S.F. (11 Tons) A.C. overlay. Works Construction - current edition. Contractor shall be familiar 5. Remove existing P.C.C. curb. 3. 42. 4 L.F. 8" curb and 24" gutter. with an s a e responsible for adherance to these Standards 'and 4. 850 S.F. X-gutter and spandrel (inc. curb ret. ) Specifications. Remove existing P.C.C. gutter and P.C.C. approach. 5. 1,400. 0 L.F. 8" A.C. berm. 6. 710 C.Y. Embankment (raw) . 2. All pipelines or substructures of any kind, telephone or power poles, 7. Construct 0. 10' A.C. overlay per City Std. No. 201. 7. 800 C.Y. Excavation (not inc. A.C. removal) . water meters , valves, fire hydrants, etc. shown or not shown on these 8 . 25 ,914 S.F. A.C. removal (inc. A.C. berm) . plans within the right-or-way limits or in adjacent areas where Install single center line traffic stripe per City Std. No. 407 . 9. 1, 350 S.F. P.C.C./curb/gutter removal. improvement work is to be done shall be removed, relocated or protected 10. 955 S.F. Asphalt pavement cold planing. in place as required at no cost to the City of Rancho Cucamonga. 9. Construct 5: 1 transition taper. 11. 6 Ea. Adjust W.V. cover to grade. � 3. Any contractor preforming work on this prosect shall familiarize him- 12. - L.S. Tree removal.0 self with the site and shall be solely responsible for any damage to -Construct P.C.C. curb and gutter per City Std. No. 303. 13. - L.S. Transplant bushes and trees. 14 . - L.S. Traffic striping, signing and markings. existing facilities resulting directly or indirectly from his opera- 1 Sawcut and remove existing A.C. berm. tions, whether or not such facilities are shown on these plans. 15. 955 Tons Class 11 aggregate base 4. A permit shall be obtained from the City of Rancho Cucamonga Engineer- 12 Sawcut to neat straight edge. ing Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 3 Construct pavement transition, signing and markings per City Std. No. 406 . S. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points Install Rl "Stop" sign with stop bar and "Stop" pavement marking within 0.01 foot of sub-grade elevation and at not more than 50 foot as directed by the Engineer. intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 5 Adjust water valve cover to grade. 6. All sewer, water, electric, gas, phone or other utulity laterals, I6 Construct 4u class U aggregate . basemains, or crossings shall be constructed prior to paving. c Pro 'eef.Sife trench backfill 7. Compaction tests of embankment construction, tom- , J � patting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga . A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. ,� Ni//side Road 8. At the completion of paving, a materials report shall be submitted to See .' Z See 5he& the City Engineer. Listing all tests or determinations completed to verify stability oil content and gradation of asphalt paving. 9. Prior to installation of any paving, a materials report shall be j submitted to the City Engineer. Listing all tests or determinations completed to verify sieve analysis and sand equivalent of aggregate base. 10. Paving shall be performed in accordance with R-Value and Pavement tests Q taken to determine structural sections (prior to final plan approval ). 11 . When improvements are to be placed on native soil which consists of a rocky material , the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material . 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant W//5017 Avenue registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quanitities before submitting a bid. Any v item of work required by these plans which is not specifically listed \ in the estimate of quantities shall be considered as included in the other items of work. CZ -Q 14. shallbe ticonstructedCity atfeachchntersection,Standard Numbers 401 and 402 15. City approval of plans does not relieve the developer fromresponsibility for he Q Upon request uestcorrection reerror and omission eromtlu Q I P q q plan revisions shall be promptly y s bmittd to the City Engineer for approval . 16. Work site and exterior streets shall be in a neat, clean, hazard free, - orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. Contact all Utility Companies as required, 48 hours prior to excavation. Yicin#y Map o -- hof to kale Q ADD AGGREGATE BASE (ITEM 16) 4- IYum DESCRIPTION OF REVISION DATE CITY APPROVED. �ligh/and Avenue CITY OF RANCHO CUCAMONGA Title Shut Hillside Road �/ermosa eve. to M xyberry Ave. Q�pFESSli OtN N, APPROVED 8Y: RC.E DATE. . ZZ397 l CITY ENGINEER NO ca 2 DESIGN Linville-C.E.�L•$ Ir�C. RECOMMENDED rn NOTE: � N°. 20300 K.N.L. , JILM ven Comr,�erce Ceder t EXP. DA 9- f DRAWN 9035 flaven,4✓er�ve� Sui /DD CONTRACTOR SHALL POSSESS A CLASS A LICENSE, (GENERAL ENGINEERING CONTRACTOR) , IN v, Tellnho e:(71 on9a Cai/if.9�73o SHEET N LAWBUSINESS l' C Te%ahone=(7/4) 98�-392t 3 ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE (CALIFORNIA( qr lVil. �� Q.A.C. _ 1 -OF AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT FOF CAL1F� CHECKED ,, .�, _�____, DRAWING No THERETO AT THE TIME THIS CONTRACT IS AWARDED. R.C.E. No, OMO enne 70 /Z85 DATE 3-f-102- FILE NO.5-TISMS z _: . -, -- .,. ,..v._... . ...,w.,.- ..,_ .,_...__ . w . �. Q _ i i Cvrb Re 1 . i . . . a - : < e I - I . : � . . L a 42.68 / rf 77 - . ; �i . . , : % _ ev d .. . Q . . : I.. . . . .1, . . l N i . . k : : . lCerrc,►�ete Ana/! 1 Irtfed • 6 7alb it : . �. tj Q) ti �. �o . er of l 1. o ! X < IYXJ�7d,P1"�JTI/L' - ,_ }�l h �[!rb Q f eQS .G'Ql''!7 M � M I . < 111 r % < 4 �, . . : ids f>� `1 fh , . �� _ C . 3. 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S/J✓idlCx ../0/ 6_4-8_'5-;-C.'63-,18111c:_1_1. 3 m Meadv'• r�r>dv " 0 •}� . i Per a 3 � � Pe G� IIB /0 8 w , r 1 ¢ 96z.S8r�,� /F.L. t __ F�yX 44 -i5 -* 8 -- t T/n/1s /qrf Trees 0� I� ,K An ° ' uj� L____/ w� - : Ir y UwnCPLota�/or►s �� trbhe� Trees �y p Al(a) Q CJ �'-' � Q� 0 C) � � � � � �X.�/S/ o- i � 3 � �p of aaIJGrS , �� L�cw sen •---T ,01 Al I x• G 4 ag Q . - - _ Ex.W -_ ._. -R_ - 1Y - - -- _._. �• _._ _ _11� / , / . __ -1 - / \ X/1 I �\ �; , ___1 - ----\ ---/------- ---_----I __ - -_ -,-\ 1\, I 1�� �. - -- ___ - --- f - ------ , yr--,cam- ---L-•-'- 1--_!0 -- _-r- `1� - -- -- -�. ----- -- - --- - -- - - - - - - - - - . . - - -- - _ �L� - 11 Albv7"m e__� � . I . -�L iq) 9 k,j ,(-,/--,,2�-. �?IN--,f �-� '44 . AMO G4 S7 4 9 Curls �er/r/rn Om�at aJ ��7eT ', S hp .57 OSF.L. �2' I 5 iQ= 27.00 . s /P Z./ / T J r e �' G a8 1 el er- ' Z / -� N s 2 .7 9 G 4 T� T U I�CTQ%I v apo �C ri h 2 3 0 3 `�o / o � oc h .9. % I` 4 u V V V (5.3.33)F.L, a r �. % � . a - I\ I � O N � N N u �► `� h e V U` 4 1\ N _, �4 %v � N \ 41 Q1 �,k W � _ � W W � `v �W W � `� `�W � � W 0 ADD AGGREGATE BASE (ITEM 16) 1-I•-(i Sq Wti-8• CONSTRVCTI011 NOTES y w CITY r �1�---Construct 1►.C. pavement over bots. DESCRIPTION OF REVISION GATE APPROVED / � / hk w �- D 2 Construct 8 11.C. berm per City Std. 110. 313. Q- F RANCHO CUCAMONGA XCITY 0x1 existin 7►.C. avement.y 3 Remove p1-%,,. g . % W I 'V Nofe. h h I e 82 // See She / or ,Plan and Pro{'%le b V 4o-. Construct spandrel and cross gutter per City Std. No. 308. era/ +CS >�i/;cb/e ��"NA /, g "q�an// ;es,�'h'ci�� v.;on 110Z5ide Road �� MaP�c�.� A// Cotes Jcf �fi, / / Sa Remove existin P.C.C. curb. ��� ` '�j �I , /0` / , 6. Remove existing P.•C.C. gutter and P.C.C. approach. ���� � �' HeQder �I / f t� 0'�Ix � 0.30/ I p•23� , 0.30 042/ •�/ _J 7�•---Construct 0.10. 1►.C. overlay per City Std. No. 201. �,/errr�osa eve. 7�0 /�Gtyberry /iVG. fx. �w�ue Grind Leve/ /n O / 8O. --Install single center line traffic stripe per City Std. 110. 407. I2 ' 0'/ ow . 0.4' I' V ga--Construct 5:1 transition taper. QR���IS _ 11�/ .,e C G. �� .. fv ure o Construct P.C.C. curb and gutter per City std. No. 303. Qk,I Z4 O ��ctl1 IJ' ��N`�� APPROVED BY: DATE: 3 3 C. G. ,` .� CITY ENGINEER '�Jl RC.E. NO. __,2397 __ 1 Savrcut and remove existing A.C. berm. y �^ 1 �- Me-& TO z/f SD 1(0 � C7 r" DESIGN L/�,�;//�����,S•Ihc, RECOMMENDED W 12 Savocut to neat strai ht edge No. 20300 m . g �o E.M K N. L. Cen e ave ea„l,>, >�- fkader 6r rid�l�oi/ Typiea/ � cfior� o� sca e RDQ 1 �3 Construct pavement transition, signing and markings per City Std. * EXP. DATE 9-30-g9 r/ Crce C/ No. 406. * DRAWN 9035 Haven//✓enve� .5<v/le /00 SHEET JRancho C�cgr„o�lya Cal;/' 9/730 /��S/OG - J,� C/ �. �1��!' [7.A C. Te%ohor,e (7/4) 984--19-re Z OF 3 I10 D �G4/e �4 --Install R1 "Stop" sign Mith stop bar and "Stop" pavement marking as directed by the Engineer. r'�OF CA�-` CHECKED �_ W. 4--` ,` DRAWING N0. &717 !►djust nater valve cover to grade. R.C.E. NQ ZO�OQ 1 ?7 15 Q . I7 Construct 4" Class 11 e9gre9ate base. DATE b�6,- 891 FILE N0.3VLXM G. L> Y } F nfr ti!a rx . t y e : r iConcrefe :Zai/ its: