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HomeMy WebLinkAbout1029 r -- - -- - -- - - -- - - 1 BENCHMARK N0. 16-8 City of Rancho Cucaaanga - OrivQ pin with San . j Bernardino County Surveyor tog at north top of curb 27' north of centerline intersection of Foothill Boulevard and Baker Avenue. - btlW 0."now - ( . - ' ° Elevation 1237,5> i ' °iElI J.E V srr�r EkiEECl. � - Qr . � - - - - - - -- - - _- - _ _ __ -___ _- - -_ GENERAL NOTES _ _ - - - - - - _. _- _ _ --- -- - _ __ __ - - - - a q -F - - _ -- -_ - _ -- -- - - - - _ - - -- - -- --- - - - - - - - - - - - - -- - - -_ - -___ _.-_ _ _ - r ante with these lans the Cit of Rancho Cucamonga Standards, and the Standard - _ -_ -- - _ - _ -- i A 1 work shall be done in acco d P Y - --- -- - - _ 1 _= _ - t - --- - - - - _ with and shall e -- - ..-. - - - - - - - -- __ _ - -,- -- - _ - _- -__ - __. - _-__. ____ Contractor shall be familiar w _ - -_ _ -__ __ _- ___-- ____ __ - ____ __ -__ _ _ _ _ _. _ - _ __ . Specifications for Public Works ,onstruction current edition. �� --- - - _ _-- .__ --- - -- -- - -- - -- - - --- - - -- -- -- -- - - -- - - - -- -- _ _- _-_ _ ___-. � --° responsible ora erence to Crosse to ar s and Specifications. -- - --- - --- -- - -- - - _. _ - _ __ - - a -- - - _ water meters valves fire h rants, a c. , -- -- - - - _ _ ___ - -___ -_- --_ _ _-- -_ _-_- k tele hone or ower oles Y - - -- -- - - - -- - - -- -- __ - - - -- - _ �__.. n or substructures of an irld� P p , - - � _ _. _ -- -_. _ - - - -. - -- - 11 pipeli es Y P --- - - - - limits or in adjacent areas where improvement work is to -.--=- ______ _ .__-. - _ _._ m - -- - -- - hown on these lans within the ri ht of way - - - - - --- - - - - - -- -- _ shown or not s 9 -__-- -- - - _- - - - - -. - -- - t ___ _- ___ __ -_ _ -_ _ - _ ___ -- _ i be done shall be removed, relocated or protected in place as required at no cost to the City of Ranco ucamonga - - - ___ - - _ - --- - - - -- -- -- - -- - r - - - - -_. -_ ._ - - -- - - - - - - -- _- - - -- -- -- -- _ - - - _- _ ._-_ - - - solely r s on- } _ -_ -__ -- _ r 'ect shall familiarize himself with the site and shall be so e y e p -_ - - .-- __-- --- -_ -- _._ ___- .-_- _-- _- -� _ _ - -_ _-- _- - _ -_ � ntractor erformin work on this o - - - - -- - 3. An co 9 P J -- -- -- ___ -- _-- *� - -- - ---- -- ---- - _ whether o r not -- - __-- _ from his ration - __ - __ _ -- or indirect s, - -- - - - -- - --- -- - - -- -- _ - -_- -- -_ __-_ --__ -_ __ _ __ _ - ___ _ U-i es resu 1 t i direct Y P _ __ F_ ____ __ _- .___ ___ _ ___- -_- --_ -_ � __ ____ _ - _ s i 1 e for an dama a to ex 1 st i ng fat i 1 i t i ng 1 y 1 o e - __ __ -- - - -- - -- - - - - - __ - - - - - --- - -- - - - --- - - - - - - - - ,- =_- - _ - -- _ _ -- --- --- - - --- -- - _- -- - _ _. - _ _. __ -- -- -- - - -- --- _ - -- _ - _ - such facilities are shown on these plans. - - - -- - - -- - --- -- - - -- - . - - - - -- - - h n r -- �- -- - - - - - - Department prior to a en met o - _ -- - - - _ - _ - - - - -- - _-__ _- - _ _-- - - f Rancho Cucamonga Engineering neeri n e a p any__- ---_.- -- -- --- -__. __- ___ __. ___ __ _ p - --- - - - -- - --- - - -_ - � - -- __- - - - -_ _ _ -- -- --- - -- - � - - 4. A perm City o 9 9 9 _ - � permit shall be obtained from the - - - -- -- - - - - -_ -- -- - - - - --- v _ conru n within Cit of Rancho Cucamo a easeme t g Y -_- - - - -- -- -- -- - - - - -- -- -- -- - - - _ _-- - - -- -- - a - - -- -- - - -- - - -- _ - - - _ -- c o Y n9 - - - - - - -- nts, edge - . - - - -- - -- - - -- --- - -- _ _ -- --_ . __ � -___ _ __ __ . _ -_-_ _ __ __ 5. All grade stakes small be set by the Contractor or Engineer. Paving stakes shall be set at all hinge po _ __ - - - - __ A data 1 avin stakes _ -__ ca _-_ -- - -_ _ ---- -- - 11 - - of nd at not more than 50 intervals. d ona p g - --- - --- -- - - - - __ -- ____. . - _- _ -_- of avement ants within 0.01 of sub rade elevation a - - - - - - --- -- - -- __ - - _ --- -- -- _ ____ - ___-- _ __ -_ ___ -_ _ _- -- _-- - - ma be required by City Engineer as needed at warped or vertical curve areas. - - - _ __ - __ -_ r lectric as hone or other utilit laterals, mains or crossings shall be constructed p i - - -- - - - - --- - _ - . - - - - _ _ - ..- - Y - - _ _. - - __ __- - - - - - -- -_ ___ __. _ - - - _ b Over, Ovate e 9 � P - -- - - _ -- - _ __ z -- < -- - -- N - -- - _ - -- - _ - - - - -- _ --- -. - - - --- -- - _ -- -- - -- _ - -- - -- -- - - --- - -- -- - -- - - _ - - - vine. - - -- a - -- - -- -- -- - - - - - --- - -- - -- - - - - - - -� -- - - -- - - - - nk nt construction trench backfill , tom acting original ground and all subgrades sha e -- -- _ _ - - - - --- -- __ _ --- - _ --- - - - --- - - 7. Com action tests of emba me % - _ _- - -- - - -- - - - - -- -- - - -- - - ..-- -- - - - - - u -- -- - -- -_ ---- --- -- -- - - _ _-- -- - - - _ - __-- - _ -_ - _ __ _- __ �, --- _.__ _ _ - _ hese tom action tests shall be sub - - - ___ __ _ - ___ _- - _ _ __ - _ _ -- _ __ _ -- _ - _ - __ _ __ _ - - performed at no cost to the City of Rancho Cucamonga A written report with t p - - - - - - -- - - - - - - - -- nd or surfacin . __ - -- - _-- - --- - - z - - a ement of base materials a / g -- - - - -- --- -- - __ - - -- _ - _ - -- En sneer fora royal rior to the p1 c -- - -- - - -- - �. -- ` _ -- -- - -- -- - -- - - matted to the City 9 Pp P - -- - -- - - -- - -- - - - - --- - - --- -- --- - - -- A - - r Usti g all tests or decor -- - __ - - - _- - - - _ __ - __ - _ -- -_ _-_ _ -_ -__ ____ - _ 8. A n a materials report shall be submitted to the City Enginee n -- _- __ --- - - - -- ---- - - - - - - -- - -- -- - - - -- _._ . - -- -- - -- --- - - - - - - the completion of pavi g - -- -- -- - - - _ - --- -- - --- --- - - - - ___. __- --- - - - -- - 'ur --- - - - - -- 6 -_ __ -_- - _._- _ __ - _ __ _ -- _ ____ - __-_ _-- _ ._ _ - -- _-_- __ _ - _ - -- -_- -- - oil content and radation of as halt paving. --- _ - - _ r- -- -- __ to verify stabs 1 sty, 9 P _ __. __- - - - - - --- _ - -- - -- __.__ . - _ _. __- _ _ _-- - -- -- __ __- - - _ --_- __ _ --- -- -- _ - . -- -- - - _ - leinations completed _ ' -- _ --_ _ - _ - -- e s o r - - - - - - - - - - - neer Usti t st - - - - _ - - -- _ - -- - -- - - _- - -- T_ _. . __ _ ____ _ - -_ _ _ __ __ _ - _.-_- - ,� � _ __ _ - ___ ___. _ __- __ _-- ----- - - - --__ -- - - - _ - -- -- --- -- - _ - -- -- --- T _ _-- - ---_- - -- --- -- __ --. _ - __ _ _ - __ _-_ -- __ ___ ____ _ - determinations completed to verify sieve analysis an san equiva en o aggrega a ase.- - -- -- - - - -_ - - h -_ - - -_ -- - _-- _- _-__. ___ _-- -- - - _ _ - __ -- _ - - -- n to termine structu a-- - -- -- ---. --- - -- - - -t - _ _- ___ _-- -- _ _- _-- __ _ -__ - _ -- with R-value and avement tests take de s 1 --- - _ ___ __ -- -- 14. Paving shall be performed in accordance p - - - -- - - --- - - _- _ --- - - -- - - - - -- - - - -- -- - _ -= - -- - # ____ - - --- -- - - - - - royal . _. __ - __ _ _ - rior to final lana ) _ -- __ _- - - - - - �p P PP -- - - - - - - -- - -- -- -- - - __ - __-- -- - - r shall be re ared -- - -- - -- - iconsistsmaterial the sub ade - - hofarock p P -- - - - - -- - - - - -- - - When improvements are to be placed on native soil whit y 9 - - -- --- - - - - -- -- -- - - -- - - --- -- - _ - - - -- - - -- -- - - - - h a fine - - - - -- - - - - - - - - - - _ n hall be filled wit - _ __ - -_ _ __ __ _ -- _____: - -_.__ ___ __ -_ - x- by removing all rocks which protrude above the subgrade and all voids or depresslo s s -.--_. _..___- --. - __.._. _-.. �� - - f __. .._. _ _.. _ ______ - _ _-_.. ___ _. _.__ _- _ -_ ..-_ .-. _.__ _-_..-_ _____ _._._ __ _-_..-.. .__ __-__ _- - ._- _ ____ --_. -. - --- -- -. ...___ ..__- - _ --._ _...- _._ 4 _ -__ ___ - -__ - -__-- -- _- _ __ __ --- -_. - -- -_ _ - - - - _- - -- rade material of a uallt better than the native material. �-- _ - -- - - - - - - - - -s " -" g q y rilant re istered b the E.P.A, for use under AC and ' __ - --- - - - - - __ - -- _ - -- _ ed on sub rade a so i l s ste g y - - - - _ - _.- --- --_ __ - - _. __ -__ - _ - 12. If the as halt concrete is to be plat g , 17_ - - - -- - - - - - -- - - K - -- -- I v i n - _ - - - - _. -- - - - - - L - ___ - -- -- - - th rior to a -_ _ : _ - ____ - _-_ ___ --- __ -_ -- _ ___ - __ -_- - __ - _ __ _ -- _- PCC shall be uniforml a lied at the manufacturer s recommended rate for the full pavement Ovid p p g - - -- -- - -- - -- - _- - - -- ---- - - -- - _ --- � - _ - =- _ r s h a 11 -- - - - - - - - - - c n of the develo er. The Contracto - -- - - - - - - -- - _ r on1 for the convenie ce P ____ - _ --- _-.___ _ _ -_ _ -_- .-- _-. _ - -- -_- ___ __ _- 13. E uantities is provided by the Enginee y -- _ __ -- �- - -'�- stimate of q - - - -- - N _ -- -- - _ _ m k his own determination of construction quantities before submitting a bid. Any item of work required by these - -- - - -_ _ - -- - - - -- - - - - - - -- - -- -. -- -- - - -- - - - _ -- -- - - -- -- - - - - a - - -- -- - - - -- -- - - - - _ -- -- -- - --- - - _- _ _ - _-__ -_ _ __ _ _ i nc 1 uded i n the othe - - --- - - --- - - -- - --- � - - -- -- --- - - -- - - -- --- - - -- --- � laps which is not s ecifically listed in the estimate of quantities shall be considered as r -- 90 - - -- --- -- - - - - -- - - - --- -- -- -- - _ - - - - --- > . �- f work - - .� -- - - - - -- items o -- -- - --- - -- - -- - - --- - . --- - __., _. . - --- -- _ _ -- _ - - _ - -_ - -- - - - --- - --- -- - -- -- -- - -- -- + � - n a Standard Nos. 401 and 402 shall be constructed at each intersection. -- - _ --- - -- - - - - - - - ----- -- - - - -- - -- - __ ___ - ___ _ _ _ _ 14. Street signs per City of Rancho Cucamo g _ -_ _ - ___ _- - - __ - -- --- -- -- _ _ r he correction of error and omission - --- - - - - -- - - - -- -- - - - __-- - - - - - - - - - snot relieve the develo er from res onsibility fo t __ - --: - - _ - _._ _ - -- -- -- - -. _ _._ - - - - - - 15. Cit a royal of laps doe P p _ __ . _ - - - -- _ -- _ - - _ -_ - �, - - - -- _. - -- o t e i -- ----- - - - _ _ _ _ submitted matted t P P - - -- - - _ _- - - - � Y P the required plan revisions shall be promptly b h C'ty _ - _ _ c q q P - -- - - --- -- -- _ -_ - - - - -- - - - - - - - - -- - -- -- -- _ construction. Upon r -- --- -- - --- --- - -- - - - - - - _- ..._ - - - -- - - -- _ - request,, -- ­­-­ ---_ --'- - - - - - = - -- -- -- - - - -- - - -- - _.. - -- - -- _ ___ -_ _ = -- - - - - --- - - - _ --- - -- - - _ - - - - __ _.- - -- - - - --- - - - - - - - - _ - - - Engine ruapprov ere ons o eu - - - - -- - - - -- - - -- -- - - _ - _ _ + �= er fo al - - - - - _ _ _ -- -- - -- _ - -- - - -- _ ___- __- -- ___- -_ _ _ - _-- _ -__ - --- __ out constr tion Si - __ - _-_- --__ - _ - _-- - - r -f r der s t a to t o s - --- -- - -- - - - - - -- __ __._ _ _ -___ - - clean, haza d ee, or ly hr ugh uc 'te ---- - --- --- - � - - - -_ - -_ _ _ _ - __ __ - -- 16. Nork site and exterior streets shall be in a neat, - - - - - - -- - -- -- - - - --_ - _ - -- -- -- - - -- - -- -- - -- -- - - -- -- - - - - - - -- - - - - a e 1 n n re uest of the inspector. - - - - - - - -- - - - --- -- _ - -- ---- - - - - ---- - t h 11 b e ea ed upo q I - - - -- - - -- - - - __ �_.. -- - -.= -- - - --- _ _ -_ r for shat l _ -- - - - - - -- - - - -- -- -- - - -- - - --- - - _- _. _._ _ __ ____- __ _ t _ - -_- _.._ - 17. Estimate of uantities is provided by the Engineer only for the convenience of the Contractor. The Cont ac -- -- - -- - - - -- - - -- - - ---- - -- - --ti --f- - - -- -- -- r. _ - __--. _- __-- _-- - -_ - _-_ - _-- - - _ - _- --- _-__. -___ _-- - __-- _-__ - n i i s before submittin a bid. An item of work required by these - - -- - - - _- . - - - - - - - - - - �' make his own determination of constructed qua t t e g y --- - - - - -- -- - - - - - - - - - -- f ntities sha be cons ered as included �n other items ---- - - - - _ -_ _ _ __ ...--_ _ - --- -_ i listod in the estimate o -- -_ -_ -- - - -_-- - - -- - - ch is not c f cal y qu - -- a 11 -- - - -_ -__ - -_ - - - __ -a plans whi spe 1 1 - -- - - -- -- - - -- - - --- - - - - -- --- -- - - f work. - - -- -- - --- - -- - - - - - - - _ - -- __-- -_ -- _ d for e t hours for to excavation. __ __ - _ - - __ __ - � __ _ _ -- . - - -__ � - _- _ _ __ �_--' Contact a11-utalit tom antes as re uire t i h 48 r _ - - -- -- - Y P q Y 9 ( ) P - - -- - -- -- - - -- - - -- F _- - -- -- -- - -- - - - - -- - ----- -- -- - -L - -- your convenience are the follows -- -- - - -- - - - - - - - - - - -- - -- -- Y g _ _ _ -- - - - r_ _ :-= or o n - - --- - - - - -- -- -- --- - - _ - - - - - _ -- -- _ - - - - - - -- - - - - - -- - - __- - - -- -- -___ - -_ __- _ - y a s Co y ter D i s t r i c t __ _ - _ - General Telephone Compan Southern California G mean Metropolitan Wa - -- - - - - - - - _ --- - - -- - - - -- _ _ - __ -- - - _. -- - - I for undergroundrvi 2191E B'r h S r 4 -_ _ -- -- .-_-- - __ __ - _- = service i t eet P.O. Bo _ - - - - - -- - - - - ---- �_ - -- _- ---- = c x 5 153 _. = -_ - - _ - - __ --- ---- - 2 41 - --- - _ - -- 0 2- 32 A 90054 __ __ ___ _- _ -- _- _ _ _- -__ _- _- -_._ _ __-- _ -- __ -- _ - -- -- rea, CA Los Ange 1 es, C -- -- - -- - -- - _ - - -- - -- - - - (8 0)4 B 92621 - - - - - -- - - - -- - -- - - - - -- - - _ - - - - - - - _ _ _ - - = - -- - -- -- __ -- - -- - - - -- - - - - _-- - -- -- _ � _ __ __ __ _ -- - - __ _ -- _ _- -- - - - -- -- --- - --. . -- -- - - - (714)529 2889; 529 7070 (114)593 7414 - - r - - - -- - - _-- - - - - _. - - --- - - - - __ - - -- - - _..- __ _. -- ____ _- -_ _- - - -. _- __. --_ _.- _- _. -..--__- ___ __ --. ._ -. ..._ --_ - __ -- - -_ -- i..--- -- -- ---- ---- __ - -- -- - - - _ - - - - - - - - - C amon a n uc Cou t Nater 0 _- -- - __ -_- _ --- - _= -- - -- -- -- -: -- --- _ - one Co - - - ' 9 1 an Bernardino Rd. 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Q Q a �. �, r, v . • 11 I N _N I I l� ox I r W t CS't ql �� :� n 01 , D y -4 +. 11 t Q Of 0 C} 0 O D 5�C 4L E , ' .q I i 4 X11 / S � �. � ` Q � . lk� � � N0 N4 I I I UN II I 3� 1 b, ��.. N W / � o o .cn o Q o / : � N Q ' �' �`' (3G.D8 rc.) I 4t 0 X35.9 ALJ I I .v I I F +Qo- 4. Z�J 1'.4edc. T"a 52/8$ �.m I W 2 � 4. / 42 �' 41 _ (3S GOFL. I I y-•--- a( I N I --_ - I ! �asva�� , _, �3 - 13 5/6 ----� - ter. � --- ------ $11'00410� _,I I I I � � 4 i iv, Exisr. B' sEvyE,e MN _- co"ET _ ST. I I I j GG.. /! Ivo°/2'30°E 5 - dN / ! 5 - COiN�rT .4T. - - EX/5T. 6 WArE h�x04 J L_ I ►0 'BAKER ti' /c� ,�o .�' 0 cP / �%� t/ENUE l ° _ _ - - I dr0 1 �j4 8 m 3 1 F 4 `". 7 8 i0 ri �� d� M ZG' !Y/G� Cj�V �- Y �� \ --i<11 �-�T- �` •Q3'S7"N� .PQoI A ( I I CURYL3 Gz4T.A I ' CuRvE ,A I It N. !2 6 a /2 I I I ' A 232•OD'00o' 2,3.93' _Y.. �" I B gwoo' 34.x5' /f 78' dxw, 0 ' W WEST ^Q °o o EAsr Q S - i�� CONSTRUCTION NOTES Quantities 'Q \� $ 4 ��W b4. � gl D y Q ' W M � r. / 1 y' 1Q Construct•Curb and Gutter per Std. 303 619 L.F. I V4 / U4 I 5 // 28. 8 0. O2 construct Sp{ndrel and Cross-Gutter per std. 308 1548 S.F. �� W P MI6 8 DESCRIPTION OF REVISION DATE I 5-0.(21y, '1 III O3 Adjust Manhole to Grade 9 EA. 33' 93' Poor e atoN�<.L. 1 (.� B i Adjust Water Valve to Grade 4 EA. CITY OF RANCHO CUCAMONGA vaaiES �_// vaR�Es W Sr a�02.s '�� OS Construct 0.10' AC Overlay per Std. 201 2605 S.F. 5'To05" . 0YrC454 22' 22' •� //' > RR. ✓0/ EX/5T/�t/6CURfJI h I =p.5.3% 66 Construct PCC Sidewalk per Std. 304 3420 S.F. W Q yQ 6UTTE-e 44WALK o... ky I ALONG.04. 1, ra, /6 f , V I I IIS 4,h II I PLAN AND PROFILE OF O7 Remove Existing AC Pavement 9070 S.F. po9/ Afl,v/NAX. � '/4 PE,q�� ese'FI y x.34, 15-50, ciNE o I ARROW �A� -SII �3 I � STREET IMPROVEMENTS OF 1. O8 Construct 4" AC Pavement and 4 Aggregate Base .1 .. : • 232,/0 -- _ I ILII f. 9018 S.F. 6 ,. , - _ _ ------- I IO 3C 1 I ( 8A K R A `, VAR,ES -= -___,.1� 5�C•4LE /°-Qo' I I`II roll, II E VENUE O9 Construct Y-Gutter per Detail Sheet 2 612 L.F. /� /sy oo -+ I11 0 10 construct 6" Curb and 18" Gutter per Detail sheet 2 1561 L.F. 1 7 5 0 o L J a"' sT I I II aW 41 III RICARDO DRIVE , FERNLEAF DRIVE , VIA CARRILLO LANE a " �-Ex/sr. cue s .%f w I I ° ` _N II � W rc) TRACT 12895 l 11 Construct 6 Curb per Std. 301 538 L.F. I�'I •a l � B C F fi GUTTER N e Q (30.3/7.C)I t q 4-! 29• 12 Remove Existing Concrete 2210 S.F. SAKER AVEA/UE �q �I 0 IP_Qh9 F 9 13 Construct Handicap Ramp per Std. 310 2 EA o' o W W (29.ro/- ��l l aq r Y } ---- -- / I I\ - APPROVED By /-- /j�fA_t!ff2�!�_ DATE !/- 14 Install 5800 Cumin Street light 1 EA TYP/C4L SECT7ow �o �o "-' z ��i� - �_� CITY ENGINEER a_) r � iR.C.E. Ns L�. 15 Construct Drive Approach per Std. 305 400 S.F. No SCALE tt-} DESIGN DED I 16 Construct Drive Approach per Std.Dwg• N-° 902 405 S.F. -r.13 G COMET ST. nrxincp 11 Cpnstrut3 3" AC Pavement and 4' Aggregate Base 40 150 &F. - 2 G.F G�4 f�I/NS i� �i4st Z. !/V,9TAL L TYOE N'MAf?/CEF? P,gm cat rq."s / EA. VICINITY MAP ��4 OQ -. 0 _ __ _ r-- _ = 2151 E.I'NCSTVSUITE 120 A BET DRAWN PLAN-A 4T A NO SCALE - - F6 I 18 Construct Special Concrete Treatment. See Landscape ONTARIO, CA. 91764 Plans 3769 S.F. 19 Gt/5r4ift A . v-xw,5727.- 6/GN re/) i EQ. 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