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HomeMy WebLinkAbout1682-1r 4TITIE3 L,F. 3,F, S,F', S. F. S.F, F. EA. EA. EA, EA• L.F. EA. EA. EA, r L.F E EA. EA. ,r...,.._.......:..:...._........:......_..............:.........._......., ...... .......... ......... _... _ _- .... _ .. _--- _... -- - - - - - - - --- ----- ----- --- ----- _ ----- ---- -- - ----- -- -- ----- - ---- --- ----- -_.... ................ _.. -..... _ ..... _.. ... -- - - _ Jr....r•+xl .nw::.aSxw.o..,•Fra.. x:..,..,rr...c..a:.rn2o r. r.,.»!..•:..r.,.w.wr.v.o— rrrr,urb: .,.... r>ar.... ..•N.. r:t x.r:. .... ... . .. .. .:. .. :r rr � :' •_ - 0 I 2 3 PLAN SCALE I -4.0 GENERA L NOTES • 'FOOTHILL BLVD. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE-'^ A �N �o�kh �1�9 CITY , OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD - I S 754. O f OU. 00 7 MAR o .9y� x X� D CONNECT TO EXIST. SPECIFICATIONS DATED 1915. STA. 7e_17 .40�'007X11Z.4 c3 � !/� O 60 60 l�^' EXIST. 33 RCP `1� 18 DIA. RCP STUB. 47 39 TAMARIND �� AVENUE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA' PUBLIC ~ Fl_ L - 22'0' WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK { 0� J 16 5=26.36% i �� V= 3.73' 1 N J. MANHOLE FRAME AND COVERS SHALL BE CONSTRUCTED 6 BELOW 17 Exist. Rubble and ,AC. PvmiDralnage Structure l J �� �G 5 v �p V FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHAL L 3 , I ao I 3 with 18 Pipe (To Be Removed) m0� C.�$ ,� BE RA/SED TO GRADE AT THE COMPLETION OF PAVING BY THE G r EXIST. JUNCTION O' PAVING CONTRACTOR.' 1 � Exist. 33" � p � ��60 4 • . ,_ • • io + Storm Drain + . • - - N - - �, - - .. /STRUCTURE ��, �'v 4. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THS' Down ao Drain PAVING CONTRACTOR. „ 3" G - — 3-" G _ w �i ' �` V °� 5 ADEQUATE STAKES SHALL. BE SET BY THE ENGINEER TO ENABLE " 3 G—Sta. 0+00,00 Tamarind Avenue = 3 G SMH / SMH m "� �� �� v S D M H _ Q Q THE CON TRA C TOR TO CONS TRUC T THE WORK TO THE PLAN GRADES, --Sta. 789460.00 Foothill Blvd.^ II r7 , t'!6 S 2 _ N 100N 100 4`-p6�`' 3 8 S ' - 4 _ - ->8 N^ �Q p V 33'SD---- --- =— _ `c > wog Q� 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE .CITY BY THE 0) 9. g„W_ _ '� Q . �% _ �� •� rY =-�:` �— .. —..-6 W .. _ N - — L - 42 �� SIGNAL y 0 CONTRACTOR, ' - ...........,_...._ .._._... own s - y _ t- ---=• S - 4.07 % LIGHT v ,t � ro „ Drain l� ���, I V =3.53' 7 t/40S POLE �� 7,` THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITIES COMPANIES '` ,. r v o j �� 7rafflc y �� � � � Exist. 33 t"'` � �. • /74 T.C. BCR 8 CF Storm Drain 4 8 .• F •�� . � . R T D EXISTING UNDERGROUND LINES THAT MAY EXIST Ds y �'" a Q a Q , 4i `g 4, ` WHICH ARE NOT SHOWN ON THESE PLANS BEFORE THE START OF — — 4 I Q 14 2 10 �- I I 9? t 790+ 2 2.52 , h EXIST, IRRIGATE N 16 4 I �q Q q � �� OUTLET CB 9-1/4 CF `�% ti Q �' 0 N 4j ANY WORK LINE TO REMAIN h o 1-rx EXIST. UNDER SIDEWALK O ' I Exist. -� _ - _ - 3�B2Z r "Boe r E O DRAIN O cr `� \ \ z p �, 0 8. AS- BUILT PLAN SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. i FOOTHILL BLVD.- NOTE: LVD.- NOTE: IMPROVEMENT OF FOOTHILL BLVD. WILL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF FONTANA DWG. NO. 987A (FILE NO. D -1163A) UNDERGROUND UTILITIES The existence and local .ton of any underground utility pipes, conduits or structures shown on these plans are obtained by. a search of the available records. To the best of our know1a.1ge there are no existing utilities except as shown on these plans. The contractor Is rejOlred to take due precautionary measures to protect, the utility lines shown on these drawings. The contractor further assumes all liability and respon siblllty for the utility pipes, conduits or structures shown or not shown on these drawings. Contractor agrees that he shall assume sole and complete respon siblllty for job site con4lilons during the course of construction of this pproject, Including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defond, Indemnify and hold the CITY, the OWNER and the ENGINEER harmless from any and all ilahllily, real or alleged, In connection with the performance of work on this pr9loot, excepting for ..11ablilly a_risiny from the solo negllgoncq,•ot the, dWN F2 or the IrNGIM1~ER. __ —*, f l CURB RETURN &.- 90'02'09" R 35.00' T = 35.02' L = 55.00' P. L. 8 = 90'02'09" R = 25.00' T- 25.02' L = 39. 9' R ._�x.i"1 - -.. �..c--.:. .s-..:.'� •'� ���;z�-cry-'•i+'S:� .�� - , - .. TAMARIND AVENUE ' R/W 0 R/W 32' 32' 13 19' 19' 13' 0.5' 5' ± 12 7' 7 0.00 -0.36 -0.03 ' 1/4't per H. T' I LEVEL LINE - 2.17% - 30% 4.18.1 o . d �. 4.rO9 0/0 z Exist. S/W I �? i� i �` 5 12 6 3 a Exist. C & G I I Exist. Pvm't. 0 BENCHMARK B . M #1.223 "X" ON CENTER S . W. C. R . ALDER & FOOTHILL BLVD ELEVATION: 1313.96 BASELINE_ _ RD. Q 0 Z SITE a NOTE, DEDUC v 0 . 07' FROM THE CIES I CN ELEVAT I ONS Q � Cr THESE PLANS_ TO MATC:H B.M. #223 q 1%z FOOTHILL W a Q T. FOOTHILL BLVD, N.TS•No. ' t 385 Exp. 3- 3i eg VICINITY MAP q CIVIC- ` �OF CAI. CITY OF. FONTANA, CALIFORNIA SANDERSON ASSOC., INc.PUBLIC WORKS DEPARTMENT 9587 ARROW ROUTE, SUITE H` DRAWN BY SCALE. RANCHO CUCAMONGA, CAL. �� STREET IMPROVEMENT PLA (714) 980 - 1211 91730 HORIZ.: 1 , 40.3 DESIGN'D BYTAMARIND AVENUE VERT.: 1 "- 4"j d. 7-d CHECK'bBY STA. 0+36.00 TO STA. 3f -!9.00 DATE; J�31�g No.- JOB N0. 1 DRW, NO. SHT31v0. JOHN T. JUAN RCE . 38305 DATE APPROVED F 87-040 6_1 P _ CITY ENGINEER ' R,G.E,Av /A08 x , PY - .. ` -. .. -a a -. _..;.. �.1 --. .. -.. _. e...., a.,,.. tee.+°_ - r,Y .-. _ _' - •___ _. y _� ..�� x=. _3.. ____. �... _._�.- __ �_-.. ._.._ ..._._.__.__._ .aYici.-- _ ..._-.r.. __ er-..F'�iF .... __, ... C8,G 18 f W co It EXIST. IRRIGATION o o� c � W W f Z � 15 O CUT A PLUG i V V a co LINE TO BE REMOVED I` o o to 1 DETAIL ' IRRIGATION LINEI I �0 15 + t C\1 o -- M y- W SEE DWG. N0. 987, CURB RETURN /CATCH BASIN D 1163 A I Proposed p 0 0 C; N I•- .. K+j SCALE: 1f'= 20' F'OR MORE DETAILS C&G N0 Za. 'o vCL W vi a00 - { 9 FOOTHILL BLVD.- NOTE: LVD.- NOTE: IMPROVEMENT OF FOOTHILL BLVD. WILL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF FONTANA DWG. NO. 987A (FILE NO. D -1163A) UNDERGROUND UTILITIES The existence and local .ton of any underground utility pipes, conduits or structures shown on these plans are obtained by. a search of the available records. To the best of our know1a.1ge there are no existing utilities except as shown on these plans. The contractor Is rejOlred to take due precautionary measures to protect, the utility lines shown on these drawings. The contractor further assumes all liability and respon siblllty for the utility pipes, conduits or structures shown or not shown on these drawings. Contractor agrees that he shall assume sole and complete respon siblllty for job site con4lilons during the course of construction of this pproject, Including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defond, Indemnify and hold the CITY, the OWNER and the ENGINEER harmless from any and all ilahllily, real or alleged, In connection with the performance of work on this pr9loot, excepting for ..11ablilly a_risiny from the solo negllgoncq,•ot the, dWN F2 or the IrNGIM1~ER. __ —*, f l CURB RETURN &.- 90'02'09" R 35.00' T = 35.02' L = 55.00' P. L. 8 = 90'02'09" R = 25.00' T- 25.02' L = 39. 9' R ._�x.i"1 - -.. �..c--.:. .s-..:.'� •'� ���;z�-cry-'•i+'S:� .�� - , - .. TAMARIND AVENUE ' R/W 0 R/W 32' 32' 13 19' 19' 13' 0.5' 5' ± 12 7' 7 0.00 -0.36 -0.03 ' 1/4't per H. T' I LEVEL LINE - 2.17% - 30% 4.18.1 o . d �. 4.rO9 0/0 z Exist. S/W I �? i� i �` 5 12 6 3 a Exist. C & G I I Exist. Pvm't. 0 BENCHMARK B . M #1.223 "X" ON CENTER S . W. C. R . ALDER & FOOTHILL BLVD ELEVATION: 1313.96 BASELINE_ _ RD. Q 0 Z SITE a NOTE, DEDUC v 0 . 07' FROM THE CIES I CN ELEVAT I ONS Q � Cr THESE PLANS_ TO MATC:H B.M. #223 q 1%z FOOTHILL W a Q T. FOOTHILL BLVD, N.TS•No. ' t 385 Exp. 3- 3i eg VICINITY MAP q CIVIC- ` �OF CAI. CITY OF. FONTANA, CALIFORNIA SANDERSON ASSOC., INc.PUBLIC WORKS DEPARTMENT 9587 ARROW ROUTE, SUITE H` DRAWN BY SCALE. RANCHO CUCAMONGA, CAL. �� STREET IMPROVEMENT PLA (714) 980 - 1211 91730 HORIZ.: 1 , 40.3 DESIGN'D BYTAMARIND AVENUE VERT.: 1 "- 4"j d. 7-d CHECK'bBY STA. 0+36.00 TO STA. 3f -!9.00 DATE; J�31�g No.- JOB N0. 1 DRW, NO. SHT31v0. JOHN T. JUAN RCE . 38305 DATE APPROVED F 87-040 6_1 P _ CITY ENGINEER ' R,G.E,Av /A08 x , PY - .. ` -. .. -a a -. _..;.. �.1 --. .. -.. _. e...., a.,,.. tee.+°_ - r,Y .-. _ _' - •___ _. y _� ..�� x=. _3.. ____. �... _._�.- __ �_-.. ._.._ ..._._.__.__._ .aYici.-- _ ..._-.r.. __ er-..F'�iF .... __, ...