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HomeMy WebLinkAbout785 C£NF.RAt.., NOTF'S i d` �✓V`/� /f�l� �C 'Z .7/ 01 V6,90 O.C. �3 s o.C.__-•-- . ,;��� �f /� ���i�����'Crr� ��o.��i 1. All work shall be done in accordance with these plans, the City of . iq; Eos f D�� /17h,7 Rancho Cucamonga Standards and the Standard Specifications for Public 5�8•(o/' O,C. � � �j' y,C.�J - A. . ;,= Works Construction - current edition. Contractor shall be l:am3iliar with and sha?�. be responsible for adhe:ance to these StandFrds and a� I•,�,C , �,,,•t •.s,� ;.,• �_-�, �" D.0 OC I, 3 Specifications. \ �r 2 Alt ipelin zv- .-�---_:_ _ if _ r�/• __ - -____-. __.-_ __�_v------- ______ �_-...�. _.}.�_..__.....-______- - -- _.�.------ ----_-_.__.______ �___�_.�_ .-----___.-_--_- - --_- ------- --._ _._ .__ __.. ._-•- -- __.__ ._.___ ..__..___ __�. __ __.___--- - _--,--- -- - p es or svt�rtru"u'r" of klttd toy "t K nater meters, valvas, tits hydrs�+tl sts, sh si art y �� � l Z � l plans within the right limits Ox it1 asl�tAant ar1�e.� D� ) + V V i L �` Improvement work s to be done shall be err ed r ocarad or in place as -required at so soot to the City of It ftAr Cvrivi,!sra, 3. My amtrae,tor r*rf or Vol* am Ofor f4►riveR 00'1-t &'m: *fr,� lA�n►= � t � � � I � � � � 1�S � !� i f � �G.1✓' N: self with the site and shall ba scalaly rerTonrib7 s for stay de"01 to ti V V • t V V •Q I O.C• Ole, f t g0 existing facilities resulting directly or indirectly ircnr his opera- h lilies are shown on these lana. tions, whether or not such fact p 4. A permit shall be obtained bora the City ei Rancho Cucamonga Eng?.ncrrh�_j �/, ; Departrrat prior to any encroachment or construction within city of. P/� 90, •3 ! { Rancho Cucar e�ngs essevpnt or right-,of-way. �••3 A V t _ �` i : , 1 S. All grsefe stakes shall bt set � the Contractor er tngireer. Pan = - _ .t _- _.__ ___- __. _ __ ... _ t ! v i_ ` -. r ;- _� stakes shall be set at all hinge points, edge of poverment points �• M ti . + within 0.01 foot of sub-grade elevation and at not more than SO foot t,, V� i Intervals. Additional paving #takes way pe required by City Engineer i • l� . , T ; - ' - ` -� •;•� N Ilk as needed at Warpei or vertical curve areae. Q� a �,, ` ��• ^ Q C _ , ; 6. All sewer, valet, electric, gas, phone or other utility laterals, be constructed riot to suing 'Nil l - ' r ins or crossings shall P P � } , �. Compaction tests of embs;�km"t construction, trench backfi.11, con= �; r '+ nd' ll sub- adet shall be performed at no peering original ground a a 8r .. �rj' "� �-it �� � 'R _ • o the Cit of Rancho Cucar�^nga. A written report with these ? ; cost t y , '� � a• jl r \r . + 11 be submitted to the City Engineer for approval �� compaction tests she 1� ry t. c.. prior to the placement of base state►rials and/or surfacing. 'l� S. At the eoml+letton of paving, a "terials report shall be otibnri tted to O O.C. th the City Engineer. Lising all tests or determinations coe�Ieted to j is f halt. surfacing. verify stability oil content and sieve aoeslys o asp a materials report *tall be V !. Prio' to installation of any paving, P i — ®. �� submitted to the City Engineer. List ng all tests or determinations . _ - .. IL-Value, sieve analysis and sand equivalent of T comp d to verify: R-1�a s y _ _' # -- - ah - al- r egate base _ I s a • 0- -_ - - - h n StS - �— -t-••7 1• Q� D � _ i I ♦ - - - - - , - - � f!. -y� _ � �"I 3 i - :. - j� � �1 t {/ 1 - I !�-�� �, ,gyp, iv'hen improvements are to be placed on native soil vhic ca >ai o r 3 rocky Material, the sub-grade thall be prepared by reme+ving all rocks t r� �' ' i which protrude above the sub-grade and all voids or depressions shall V ` } V• 1\ be filled with a fine ;rade material of a quality better than the native! ' r �-• ! - - 711 material. �i !� ' i 11. if the asphalt conerett is to be placed on sub-grade, a soils sterilant-80 registered by the E.T.A. for use ander A.C. and P.C.C. shall be uniformly e 's` Q+ •� �, Q �' �, r Js ` } applied at the sanufacturer's recommended rate for the full pavement - �1 � b a / � � � - � � � � � � s /�� � _ .S_�,�,�,,,,� T �i ¢T �r � � width prior to paving. d _ J. 12. Estimate of quantities is provided by the Engineer only for the con- \ r p 89/ -00 ` > �' ^� venicnce of the developer, the e;cmtractor shall make his own deter- ! _ ` Q a B f nination of construction quantities before submitting a bid. Any f Item of work required by these plans which is not specifically listed In the estimate of quantities shall be considered as included in the ,��� �� .�. + _ r i + ' �1 V f •a) other items of work. _ ? o ti t; I'► . Street signs per City of Rancho Cucamonga Standard Numbers 401 and 40Z i f � � rA� � - 1 � � y - - 1 l {, shall be constructed at each intersection. ._.f l�#` ,_�„- _ � 14. City a roval of plans does not relieve the developer from responsibility ' 8 �� PP p /- /'0 for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 13. Work site and exterior streets shall be in a neat, clean, hazard free, �' `� ' � d�. / 4 /ggNT/TY orderly state, throughout construction. Site shall be cleaned upon request of the inspector. O i LlJ% �b� 1 v 6 � �i1/ ND• �3. G3G !F. 16. Contact all Vtility,-Cor-ronies ps gctirt'ed, 4a_hours prior to excavation. !3,B� .or l N •�•N ` /-iY1' C� 1 ys 1. „ ., ` 1r, r - •� /' N I. ,P. - �! V `\ \ 1 ^b �• o �5 i—CGWST. (S�97MIZ 9) 32 /.F WM)Tr R" 11V R4141 r G A0 .507(INZ,- r) IEA. (7 -�dh>r /B" P14 SPC o IMOR r�A/rV � - - ;� •, P. �, �, 4 \ e� '�' �� J rr�,D��.� sir► / r.i (�LC n4 � ' j / IO�'�- '! ! � . ,�•� �• �r T)—Aat,07rw ✓ ��ie � C7MM, �G�f �'� - b�f� �� r .• .•.- • • '. � '_.. $ ' `_�� i �� l .. �V R •� !w q.� , jW �► (R y - ��' (yt/=/6 91y SF 77 , -; ` :t ' .' �tl t� ,�D. Pl�/VNQ• �L • ,3 E'A. h -'�r �v J✓H/�PC.41tiG�Y .�' -� h� �- • + o, � yap /K� 7 '(Or�TZE77 / . - "ice 1 f ,, e• �' - � � � R ••:� -�a?'t `_---�-_�. �� •--�"t'.y �.� h'� °�� ,� F-" '�.�T��j ' f 1 � CU`! f/• /r !J``?/G� �l+/\ vC/p /?0,A G '�J�V� �q f2 n �� t�, j i . � ��yEE7" Z fd�P 7To,P l ,4i 4 y e I CoNsr.' 46CA Dr35io'V f /�.STD l f '1J 4ysl V1 ,L ti .. Zi.o'l' C 4 0 f L;t � .�, `— � • -- 39.32 ' --- . ,y •� • �\` �• - tie woo W110"OXY • ti ; , �' CITY oFA14Wl� atylkl6wax 141A 40 s -x111tea VY &Ma� �/f'r , DOA 7' C�i� O `�� Nr TACT/2/7/ Ar_�p 16Y N ll 07-Y y.<<�� 0 6G �� .,y , �, .,.,s ,�- ri '�'+�- -� YJ9T' L•lNla�j'lN�' D�F'�yEs �S�GN: � I �a.Qn�✓. CN JCS O 'o� /07' _'�7. 5 /.4•�:� I CCE ��4iYT" �3/T�it/�P• 4-t- r-�ttr - 30 V - �� �, 5//Id 2/.yy"' A. y5 4? Ur1Il!"All. � _fi_ �M/v _ �� , {`` - 8 6 ` l7/y) W�710W /ZMR02-019- / Ova 2 7 9.21 .9 IN _ o _ Ll1EL,�rD.' 29�->Pl G✓ .Ft'E /Dy -G GENERAL NOTFS , A/1.V 0. `/x.90 D,C. 3�3SD.C.y , ., ,re,4✓ Se //7 ZeOdir�Rir�f�V el;- It 1. All work shall be done in acc rdance with these plans, the City of �� �•�jy''�,C• � �5 f QT� /��f� y�C '41 Z, Rancho Cucamonga Standards a06 rt the Standard Specifications for Public I y8•('1 0.C• V, 's.301 �/,G. Works Construction - current edition. Cont:--actor shall be familiar with and sha _ he responsible for adi a ance to these Standards and / 89 ' 'Q� P� �o(o Specifications, , O.C. ClC• 2. All pipelines or substrudturts of Wty kind, teZ baric 4'r )dVwLv_ V , water ,Haters, valves, fire h dYsn2s, sta, shown of flat .4opwaw^-x ' plans within the right-of--way limits or in adjacent areas wAnne p/_ 6935 improvement work is to be done shall be removed, relocated or pv&e� f a in place as .required at no cost to the City of lksnAo Cucamonga. 3. Any contractor perforrOvir woft on Ofil jnejsuet Oatt l5.ni/.arire Aril= ? `I• D �� ' self with the site and shall be solely responsibld for any damage to �:' �0; �R ,� existing facilities resulting directly or indirectly from his opera V D.C. U.C. �' �p °, 'a �t0 tions, whether or not such facilities are shown on these plans. los to /2) 0 4. A permit shall- be obtained from the City of Rancho Cucamonga Engineerlrn�' 'V/, • N N Departr..aat prior to any encroachment or construction within City of. 1/- 90. 3 r, Rancho Cucamonga easement or right-of-way. 3 V ` S. All grade stakes shall be set by the Contractor or Engineer. laving 1 - ' h• t �. V` -. _. w _ stakes shall be set at all hinge points, edge of pavement points �. ` eV h •�v n '`��, °� f J► ` and at not more than SO foot • i\ V. h v ��'�r Q �� �' within 0.01 foot of sub-grade elevation O intervals. Additicnal paving stakes may pe required by City Engineer ` r as needed at war e : or vertical curve areas. � i � ectric as hone or other utility laterals, 6. All sewer, water, e1 B p �i mains, or crossings shall be constructed prior to paving. C�j} �_ a �© 7. Compaction tests of embankment construction, trench backfill, eom- - tV ,� • D round and' all sub-grades shall be performed at no - ve pa sting original g , 20 ' cost to the Cit of Rancho Cucamonga. A written report with these / .� P G83�' h �. b a n i compaction tests shall be submitted to the City Engineer for approval and/or surfacing. �l prior to the placement of base materials / g. /c$ 5 7.5 ± `\, `•,{ 14 a 48 of paving, a materials report shall be'submitted to 90'O.C. r "� % \ h e. At the completionp g. p.C. j ��/ �► a rl Y O �l V the City Engineer. Lising all tests or determinations completed to t h V i • Q 1 surfacing. verify stability oil content and sieve analysis of asphalt g• �t� oft 9. Prior to installation of any paving, a materials report shall bN NZ e submitted to the City Engineer. Listing all tests or determinations �0 / - { ` r -+ to verify: R-Value, sieve analysis and sand equivalent of { c � /a e r aF,_(egate base. 1',I when improvements are to be placed on native soil which consists of s 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 rade material of a qualitybetter than the nativt V °0 `• material. �; r 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant'60 , _ _ i __� , C+ � ,� e �� � � a � ►� � � � ' � - � � � _ G=2921 t registered by the E.P.A. for use under A.C. and P.C.C. shall be uniform�y t� o, ti a a /t C r s applied at the manufacturer's recommended rate for the full pavement i c1 ,� `.�� // /.� T / ' .77 ,CS• ,T V •p► width prior to paving. I s�3 ee b,C. D' e, ' .C• (b • S • `' t` �� o e 4i19 • 90. 12. Estimate of quantities is provided by the Engineer only for the con- -----Tj,� venience of the developer, the contractor shall make his own deter �_ +� CUiPB aination of construction quantities before submiftin€ a bid. Any 4; ! � 1� '� . ' `7O item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the //'/� e0C � � 1 8/ .1 > other items of work. C'. e- JV 41�12 !'! . Street signs per Cit of Rancho Cucamonga Standard Numbers 401 and 402 f� ►� 0; Bn p Y /1 � shall Se constructed at each intersection. �.- �!�� /e-AFA '! 14. City approval of plans does not relieve the developer from responsibility ' , Nn�, 9 /- 12 for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to �G l^�f the City Engineer for approval. \ y /1n/�I�iT' Ie /ON IS. Work site and exterior streets shall be in a neat, clean, hazard free, DO ' orderly state, througho-t construction. Site shall be cleaned upon �/ I �q/VTj� request of the ins ester. 5� / q P y� LDT 6 ;a A�& ��n, a-CC3N5 8.. Pl'C' 4.PB �R1175 P �P / 6 P fi � y�A�' 16. Contact all _Utilitq Cor-:monies_as required, 49hours_prior to excavation. a� i� D•g 5� -N' o ��(• N_ ��----CON�JT 3'�� QN 'j/NAV (?6Q 7"� < - � - � AKA 37L•F L.117" G ` C . A� 1 ti © ave /x/yT �I• ,�� , p� M N �r,/ M �- . �• O C, - V `p� . , \ �v�► i• -, v. `a'v�r/l �V,�B! "/',/G.N .. 32 L•� W70�`iT" n . . t��O �r g� ,�. �v v� a4) �� 1�T• �, A 8 ro .; •} IZ ,.ti \ „s ` AO .I(iivl., cY / 9 S �0 Q �e'.AG� . / 'Q. \ ``�\ i% --G' WY /B" 4/A. )Fe P. rZr1L/ ZrX11V , �' P �+ �N. , a b ®4 f'�� ��iY,���"�1AiYr1jEL _ ., ql� / a ��'`V t `� ��^ , f" �-' �' AG�i�/Yl `v v Co✓F-e ro 9,fAG� -Ir* �.__�__--�: '�� h y. � �•r to � . � •� �� � -r''. A� � ,qu, � p�1 6ro• R /Y/Yb .V5, AZT2 041=`16 �� VVJ;.1' r.. 1� �l • o d j 89 S� o`v 2�q .�1 ' po / �,� ���, � ,�D. PZ,41V1 /O V31 �SB�L • .3 Ems. 3 - -h -- l'?D�t"W _ 5 P�1�q h � \ ��' � ; % ,�Q �h ' � 5T G��Y�L� L'ULYEiPr �{' yTIJ Pl�/V •C a� 2 q °3v'yo"w - l��' �� q�.i�� �--Ct�NsT X-CG%7P�EiP..5T17• '°�8 Irma G)P/I/iV�9�ti�1 Q, t f= „v,. CyANNrL R-41V f �� � � / � q, ��1. �1�► ���C`n� �',�.t� � �1�"' a b L'dVyT. GOC.9C Df.�'�'r51O�1/ �/P,STD y' �� �� Rq \�" s � �� -PLAN /►� 5/8 CAyE "G _ / ./ 3 s+ -• . Zi.a �'. s gyp, 4 :�� � � '� � -- - ,39.32 '0 fty'o 4 Y DN IL I •A WA.11' Icyt 11 Z11 �� Lr� "' �Q(R /2/7/ ZO,G0G2�' 14/J '�f9. 92' 25.2/' � � �I � \V b �` Cj �l3`20'�O62 yG. 90' Z 6 f" /�b '� ( ��' c Mxp 9Y ��//1/ 2� yi' " 8' 223:V2' -- c! l �xi /sfNlSCgP/NG O PINE 5 { �5/GN: 9/1-B��G'��NG ��oW�541477al 200OD CYC" /07' 37 5' 1887' _ x'00� 80' 7/e�7 ' 2'/. yy' F" o.P,4�v X552 Z1Ale YJV SIVE. '1?0/ 22, ( . �' CYF��"55, ex 9020/ SFT 20 '00"" /2-5 x1.3,(3' 01 . � - .- -- ---- o - ---, ., °. � Nf_ - - Jl9-y'"06) PST Ei(/G�P• _ .� OF W -9eS -5 27 29.2 /6.22 � / 1 _. T A. �f68 69 rd Ll/EL U." �YK�PT C✓ �Pl'F/6/OS/ - - rP / /1/D.