Loading...
HomeMy WebLinkAbout1442-1r r 1 -t BASELINE ROAD I W w w cWn • a a s a a Project Location MILLER AVE. a UJ >- w MENNEN :2�_J 0_ W LIJ Q V U (n MEN FOOTHILL BLVD. MEMMEME 777- I w E > o- w i cWn • MENNEN MENNEN T�z -TIFZNMEENEEE MEN MEMMEME MEMENEEMMEMEM MEN _ I MENEM No MEMEMMEMIR M MEN 0 MEN MEN MENEM Wag 2,NMMMMM No J_ t MEN ME MEMMEM IMMEMEME ME No MEN I I A I I I ME 11MEMEMEMIMEMEEME ME MEN 0 MENEM MEMMEEEMEEMEMMMMI MEMEM No 11MEMEMEM MEMMEME MENNEN MIMME t No --I t I - I - -J_ J -_J 7 0 MEN M MEMENEEMEMMEM MEN f N ME 1 - - EMOMI - - - - NONE , wom Ono N tow 0-00OLMOOM ME No M ENNESX0101 No on iffiffim MENEM No 11 mw�_ .o 21 22 23 24 25 26 27 BENCHMARK: CITY OF FONTANA B.M. No. 508, top of iron pipe at the intersection of Tokay and Miller Avenues. El. 1342.37 GENERAL NOTES: I Construction shall be in accordance with this drawing and the CITY OF FONTANA (CITY), Department. of Public Works, Standard Drawings and the Standard Specifications. 2 The existence and location of underground utilities were obtained f rom public records. It shall be the responsibility of the CONTRACTOR to locate, maintain, and protect all utilities during construction. Any utilities damaged during the performance of the work shall be repaired or replaced to the satisfaction of the CITY at the CONTRACTOR'S expense. 3 All stationing is based on street centerline. 4 Trim edge of existing pavement where new pavement joins, to a smooth straight line. Construct match -up paving and overlay paving as shown on plan to produce a smooth section. 5 It shall be the responsibility of the CONTRACTOR to clear the right-of- way, in accordance with the provisions of law as it affects each utility, including irrigation lines and appurtenances, at no cost to the CITY. 6 The CONTRACTOR shall call in a location request to Underground Service Alert (USA), Phone No. 1-800-422-4133, two working days before digging. 7 All flagged elevations shall be staked in the field. 8 A Record Drawing (AS BUILT) showing actual construction shall be provided to the CITY by CONTRACTOR. CONSTRUCTION ^NOTES �l 8" curb and gutter per Standard Detail No. 101. 4" concrete sidewalk as shown on Standard Detail No. 100-C and 105A. A STP, I= RL)me- -I — qo° ,19 x COVE :K FcR C _ I 9Tn (JET.I0q. C zz � EX►5T1►JCa ,g A �! Sta. 27+40 Detai I "K 5C4\LI= = 1" =4 .09 "QLI44MftiF4" 41500 Sta. 27+00 X1551.40 -WW 01-1 STo. DET. 1044. I` illl"Ili I FIN151-15URF�G� Its :: � .. •� :', ` .. #4 P.�ARS,?�G�T�-1 �V�YS ALL nP-,OQWO. A - /a 03 Ramped curb return per Standard Detail No. 104A and 104B. 40 Trim existing pavement as shown on drawing and install 3" A.C.-paving over 0.5' 4' compacted native soil (95% minimum relative compaction). 0 Overlay existing pavement to produce a smooth section (1". Minimum). 0 Adjust manhole frame and cover to grade. 0 Construct reinforced concrete Discharge Structure per Standard Detail No. 124. �8 Construct concrete box culvert per Detail "B" hereon. 9 Install 18" R.C.P. 2000 D storm drain piping. - - 32' 1 oj(21 CURVE DATA- L= C)00 ?444Il L= lb1.44' E d3 442 44r � I- c S u-. :2 V21c / a c G lu G cc 1\1 © s G r- 57A.35+42.3 �- I (� s L .J �� ►- J ,n F- E�IfJ CC?f.157P,1;IGTIC?N - w W I J � K� r �J � �0TGo IDGo ccr.� CI ` A IN5-MLL l\/E: CoE Y('E Z RE: FLE T M nKK-E s 2 1 8 '10 co 5i�• 35+�Iq.4C� Q.C.R. E: IIID CURPD U UTTtP�. -G-2 -G— --- -- - - --- - -- - - -- - - -- - ,0)--I- - ---- = - C _ 21 5 2 �} 6 TOIJOVN'TTRIM LINE(SAIVCUT TOA C.i 21 4 6 NQX244 W5 �} TRIM LINE (SAWCUT TO A LO— — NEAT STRAIGHT LINE) veme NEAT STRAIGHT LINE) — — _ y _ 1 ---- --- _---- ---W-8- --- —-----------------------------—W-s ------ — — -_J ---- �-STA.27�58.41 t7I<AY = - ...= � - •+�-�-�1-z.�ll.-�---� — — _� � STA.36+39.37 MILLER Mm, - ..,. • rF3 0 20. c� J J 4 3. 17C&JI #4 BARS 611o.c. --II--C) MX). I45/2b-30 �. _ �._, # 4 FEARS 121'oc. 4 X _r i j i `0'i11 1 A TOP/BOTTOM CLEANOUT FRAME a COVER i - 4 (See_Detail A) O10 Construct junction structure per Detail "A' Sheet 3. � ��-.Ic'� � 20 01ESTIMATE OF QUANTITIES: 2 1 ' 4 8" curb and gutter per Std. Detail 101 4" concrete sidewalk Match -up A.C. paving A.C, overlay A.C. removal Concrete junction structure per Detail "A" hereon Concrete Discharge Structure per Std. Dwg. 124 Concrete box culvert per -Detail "B" hereon 18" R.C.P., 2000 D Concrete- encasement per Detail "C hereon 644 L.F. 2,896 S.F. 8,480 S.F. 7,100 S.F. 800 S.F. 2 EA, 1 EA. 134 L.F. 80 L.F. 15 L.F. TYPICAL SECTION-TOKAY AVE. SYM REVISIONS ,�`'4 BARS 611oc. ° � .e '' ' •° �: .-..T-'•�. • .1 .'` 4 --s-�-�' #413ARS 1211o.c.F. I I 11 D I� pfESS10! - �O rJ a vizi F ° I w E > o- w i cWn • MENNEN MENNEN T�z -TIFZNMEENEEE MEN MEMMEME MEMENEEMMEMEM MEN I MENEM No MEMEMMEMIR M MEN 0 MEN MEN MENEM Wag 2,NMMMMM No MEN ME MEMMEM IMMEMEME ME No MEN I NINON ME 11MEMEMEMIMEMEEME ME MEN 0 MENEM MEMMEEEMEEMEMMMMI MEMEM No 11MEMEMEM MEMMEME MENNEN MIMME No 11MEMEMEEMEMMEMEM MEN I M 0 MEN M MEMENEEMEMMEM MEN N ME MEMMEMMEMEMEMEMEEM EMOMI No NONE , wom Ono N tow 0-00OLMOOM ME No M ENNESX0101 No on iffiffim MENEM No MENEM MEMEMEMEMI No E ME MWEENE M.r4ta, MEN MEN IM11 M MEMEMEME MENEM MEMEMEMEMI NONE A 1111M I MIIMIM�IM M."AGAN-2 0 MEMEMEMEMEM EMEMEMEEMI %1 mmmmPamm MEN 0 ra. dik- EMEMEME I I NONE I, mm' MEN I I M 0 I MEEMMEMMEM EMEMMEMEMI NONE I EMEMEMEEMEMEEM rAA [d M (;1 4M MEN 1 MENNEN 1 MEN ME 0 EMEMEMI MEMEMMI MENOMONEE No ME MEN 0 ON No Elm 0 MEN ME 0 MOEN NEI MEMEMEMIMMEMEMEM ME MOEN 0 No 0 0 0 0 NMI MENEM No MENNEN MEMEMEME MENEM 929211ffinz 0 Em 0 ME ME No M EMEEMEMEEMMEM MEEMMEMMEME, EMEMEMMEMI IMMEME NEW'S =V_FJ No 0 No 0 MEN 0 ME ME MMEMME� 0 MEEMEEME MM a No'-womm-ma WEEMEMEMMI E01 No MOMEMMMEME MENEM MEN 0 MEN 0 11 mw�_ .o 21 22 23 24 25 26 27 BENCHMARK: CITY OF FONTANA B.M. No. 508, top of iron pipe at the intersection of Tokay and Miller Avenues. El. 1342.37 GENERAL NOTES: I Construction shall be in accordance with this drawing and the CITY OF FONTANA (CITY), Department. of Public Works, Standard Drawings and the Standard Specifications. 2 The existence and location of underground utilities were obtained f rom public records. It shall be the responsibility of the CONTRACTOR to locate, maintain, and protect all utilities during construction. Any utilities damaged during the performance of the work shall be repaired or replaced to the satisfaction of the CITY at the CONTRACTOR'S expense. 3 All stationing is based on street centerline. 4 Trim edge of existing pavement where new pavement joins, to a smooth straight line. Construct match -up paving and overlay paving as shown on plan to produce a smooth section. 5 It shall be the responsibility of the CONTRACTOR to clear the right-of- way, in accordance with the provisions of law as it affects each utility, including irrigation lines and appurtenances, at no cost to the CITY. 6 The CONTRACTOR shall call in a location request to Underground Service Alert (USA), Phone No. 1-800-422-4133, two working days before digging. 7 All flagged elevations shall be staked in the field. 8 A Record Drawing (AS BUILT) showing actual construction shall be provided to the CITY by CONTRACTOR. CONSTRUCTION ^NOTES �l 8" curb and gutter per Standard Detail No. 101. 4" concrete sidewalk as shown on Standard Detail No. 100-C and 105A. A STP, I= RL)me- -I — qo° ,19 x COVE :K FcR C _ I 9Tn (JET.I0q. C zz � EX►5T1►JCa ,g A �! Sta. 27+40 Detai I "K 5C4\LI= = 1" =4 .09 "QLI44MftiF4" 41500 Sta. 27+00 X1551.40 -WW 01-1 STo. DET. 1044. I` illl"Ili I FIN151-15URF�G� Its :: � .. •� :', ` .. #4 P.�ARS,?�G�T�-1 �V�YS ALL nP-,OQWO. A - /a 03 Ramped curb return per Standard Detail No. 104A and 104B. 40 Trim existing pavement as shown on drawing and install 3" A.C.-paving over 0.5' 4' compacted native soil (95% minimum relative compaction). 0 Overlay existing pavement to produce a smooth section (1". Minimum). 0 Adjust manhole frame and cover to grade. 0 Construct reinforced concrete Discharge Structure per Standard Detail No. 124. �8 Construct concrete box culvert per Detail "B" hereon. 9 Install 18" R.C.P. 2000 D storm drain piping. - - 32' 1 oj(21 CURVE DATA- L= C)00 ?444Il L= lb1.44' E d3 442 44r � I- c S u-. :2 V21c / a c G lu G cc 1\1 © s G r- 57A.35+42.3 �- I (� s L .J �� ►- J ,n F- E�IfJ CC?f.157P,1;IGTIC?N - w W I J � K� r �J � �0TGo IDGo ccr.� CI ` A IN5-MLL l\/E: CoE Y('E Z RE: FLE T M nKK-E s 2 1 8 '10 co 5i�• 35+�Iq.4C� Q.C.R. E: IIID CURPD U UTTtP�. -G-2 -G— --- -- - - --- - -- - - -- - - -- - ,0)--I- - ---- = - C _ 21 5 2 �} 6 TOIJOVN'TTRIM LINE(SAIVCUT TOA C.i 21 4 6 NQX244 W5 �} TRIM LINE (SAWCUT TO A LO— — NEAT STRAIGHT LINE) veme NEAT STRAIGHT LINE) — — _ y _ 1 ---- --- _---- ---W-8- --- —-----------------------------—W-s ------ — — -_J ---- �-STA.27�58.41 t7I<AY = - ...= � - •+�-�-�1-z.�ll.-�---� — — _� � STA.36+39.37 MILLER Mm, - ..,. • rF3 0 20. c� J J 4 3. 17C&JI #4 BARS 611o.c. --II--C) MX). I45/2b-30 �. _ �._, # 4 FEARS 121'oc. 4 X _r i j i `0'i11 1 A TOP/BOTTOM CLEANOUT FRAME a COVER i - 4 (See_Detail A) O10 Construct junction structure per Detail "A' Sheet 3. � ��-.Ic'� � 20 01ESTIMATE OF QUANTITIES: 2 1 ' 4 8" curb and gutter per Std. Detail 101 4" concrete sidewalk Match -up A.C. paving A.C, overlay A.C. removal Concrete junction structure per Detail "A" hereon Concrete Discharge Structure per Std. Dwg. 124 Concrete box culvert per -Detail "B" hereon 18" R.C.P., 2000 D Concrete- encasement per Detail "C hereon 644 L.F. 2,896 S.F. 8,480 S.F. 7,100 S.F. 800 S.F. 2 EA, 1 EA. 134 L.F. 80 L.F. 15 L.F. TYPICAL SECTION-TOKAY AVE. SYM REVISIONS ,�`'4 BARS 611oc. ° � .e '' ' •° �: .-..T-'•�. • .1 .'` 4 --s-�-�' #413ARS 1211o.c.F. I I 11 D I� pfESS10! - �O rJ a vizi F ° 4� .ID 61 °G No. 25226 R SIDE co SE TION Exp. 12-31-89 .. CI V11. � D- eta�l 11E 11 41-0 n isIl CONCRETE BOX CULVERT - • KRIEGER & STEWART • INCORPORATED --- ENGINEERING CONSULTANTS RIVERSIDE, CALIFORNIA (714) 684.6900 -APPROVED BY DATE BY REGISTERED ENGINEER DATE -9' I 111111111111 If If I�� �• All i I Ill 11111 Illill I III l 61. �' • (I 8"MIN. FLOWLINE PER PLAN. MIN. 18"RCP, 2000D (TYP.) _ �lll 4 • V'' C LASS IIB II P.C.C. Detai I C PIPE ENCASEMENT CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn Fay: J V_ V ALMERIA AVE. CAMPUS Scale111-401 Designed &y: TOKAY AVENUE Date: STREET IMPROVEMENT PLANS 071/61,97 Checked By Approved Dwg. No. ��J r C' CI TY-,-F.NGINEE R RCE 18932 Ll2 3 I w E > o- w i cWn • 4� .ID 61 °G No. 25226 R SIDE co SE TION Exp. 12-31-89 .. CI V11. � D- eta�l 11E 11 41-0 n isIl CONCRETE BOX CULVERT - • KRIEGER & STEWART • INCORPORATED --- ENGINEERING CONSULTANTS RIVERSIDE, CALIFORNIA (714) 684.6900 -APPROVED BY DATE BY REGISTERED ENGINEER DATE -9' I 111111111111 If If I�� �• All i I Ill 11111 Illill I III l 61. �' • (I 8"MIN. FLOWLINE PER PLAN. MIN. 18"RCP, 2000D (TYP.) _ �lll 4 • V'' C LASS IIB II P.C.C. Detai I C PIPE ENCASEMENT CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn Fay: J V_ V ALMERIA AVE. CAMPUS Scale111-401 Designed &y: TOKAY AVENUE Date: STREET IMPROVEMENT PLANS 071/61,97 Checked By Approved Dwg. No. ��J r C' CI TY-,-F.NGINEE R RCE 18932 Ll2 3