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HomeMy WebLinkAbout2053-2NOTES SIERRA AVENUE 38.5' 1. ALL CRACKS 1/4!' AND WIDER SHALL BE CLEANED AND FILLED. �'/L�I�U/O AR9000 T�'EE.1iST. HOrPlfi� 172' BOUND NO. 1 LANE (NEXT TO C.L.) SHALL HAVE REINFORCEMENT FROM STATION 162' i OF MOUND 10+00.00 TO STATION 18+00.00. THE ADJACENT NORTH BOUND NO. 2 LANE SHALL i 55' BE REINFORCED FOR THE ENTIRE LENGTH, PRIOR TO PLACING AC OVERLAY. 45' TYPICAL THE REINFORCEMENT DETAIL IS SHOWN ON SHEET 3. ?. 2. AFTER CONSTRUCTION, MEDIANS SHALL BE BACKFILLED WITH DIRT, AS SHOWN. 3 I yy EXIST F�• E. IE162' EXIST. R 54'©0.08' EXIST. R/W EXIST. R/W i (TYP.) (TYP-) 3 39' 25 50' 45' 1 SEE PLAN T=5.05' T=80.11' CONSTRUCTION NOT 13' 12' L = 4.78' L = 125.77' FOR GRADING SEE PLAN i SHOWN ON PLANS 18' 6" EXIST. PAVEMENT � OF MOUNDS �. i FOR GRADING 0 626 EXIST q USED FOR STATIONING (TYP.) I G� 2,%% 0.72' 3/8" LIP (TYP.) I EXIST. ELEV. �. 6 18 0'91 LANDSCAPE ti TYPICAL 25' 1 Exp. 3/31/94 M 0.17' MIN. AC 2'l ?' 3 UP 2� JOIN 2% TYP.) I<� F JOIN cGT F\\' 2 ' E IST. CROWN MEANDERING MEANDERING 1 271 EXIST. PVMT. SIDEWALK .26' i /OIN 5' WIDE (TYP) 2% Np, REMOVE 1 EXIST. PAVEMENT TO 12" FROM CF. SIERRA AVENUE- "ULTIMATE TYPICAL SECTION" Wyr EXIST 38.5' i SEE PLAN 45' 172' FOR GRADI 162' i OF MOUND E • R i 55' 62' 45' TYPICAL 3' ?. PLAN 52' 3 I i 35' EXIST. R 54'©0.08' WIDE (TYP) MIN. AC Uj > w 12.5 12. q-4' sw 1 5% OF +--�� OVERLAY V)Ln I T=5.05' T=80.11' L = 7.86' L = 4.78' L = 125.77' SIERRA/SLOVER SEE PLAN 15' I 18' 32.5' EXIST. PAVEMENT � �k��\ ELEV. PER i FOR GRADING 3/ 8" LIP RIND 0' EXIST-. VMT. G� PLAN + 0.30' OF MOUNDS i 2% 0 0.0 ' 25' 1 Exp. 3/31/94 M 0.17' MIN. AC CROWN ?' JOIN N OVERLAY i cGT F\\' EXIST. q USED FOR STATIONING MEANDERING i29, .26' i /OIN 4.5% 2% Np, TYPICAL I CONST. 1 7' REMOVE EXIST] MEANDERING MEANDERING SIDEWALK TRANSITION--'PVMT -6- 1 5' WIDE (TYP) PAVEMENT SAWCUT & REMOVE EXIST. BERM SIERRA AVENUE AVENUE- STA. 10+37 STA. 36+39 TYPICAL SECTI0N - STA. 10+00 TO SANTA ANA AVENUE . W EXIST R 172' i 13' 1 52' 38' 24' 12' EXIST. (� USED GRIND 0' FOR STATIONING I T0= -O. / 7' S, 22.5' 1 " c?•� 6 0.08' MIN.' GU� 0.17' MIN. 12 cG i AC OVER �A AC OVERLAY EXIST. JOIN EXIST •\\,\- '� I 2% , 290 IL J 27' { REMOVE EXIST PVMT. 1 S y �8 6 o SIERRA AVENUE- SANTA ANA AVENUE TO STA. 50+30.43 IW� EXIST I� I' 159' VARIES_1 52' 62' 3' I i -,EXIST. ONING USED FOR r TA I18' 32.5' 38' 24' i EXIST. PAV'T 5, EXIST. PAV'T. 22.5' 18" 13' 12' JOIN i 2% 2 2% i MEANDERING 5' E. IE 38.5' i SEE PLAN 45' 172' FOR GRADI SEE PLAN i OF MOUND FOR GRADING '36' 15' I � OF CONST. TYPICAL FOR GRADING ?. PLAN i 3 I 38.5' 35' IDEWALK FOR WIDE (TYP) I E. e 45' SEE PLAN FOR GRADING OF MOUNDS i I �,• GJ 2 TYPICAL 2 i 27 1 6 1 MEANDERING REMOVE SIDEWALK 2 EXIST. PVMT. 2 5' WIDE (TYP) 6 0.08' MIN. AC OVERLAY MIN. 0.17' AC OVERLAY SIERRA AVENUE- STA. 50+30.43 TO SLOVER AVENUE 0 � oQ�o�Ess�o,�t C. el ti, y TTtiEl�t/ c. •yic,�s ,2CE Co .3 5� �.� W' s 'W EA/� 9 -30= 040 No. 63494 Exp. Sept. 30, 2(106 9�F�F CAUF�� TYPICAL SECTIONS W EXIST R W EXIST I'L 13' SIERRA AVENUE E. IE 172' 13' 58' 6' 50' 45' 78' 10' 47' 6 0.17' MIN. e-EXI . 18 AC OVERLAY EXIST. CROW Z 6' OIN 3 TOP OF SLOPE 1;> EXISTING � / P" LIP 2� ° - ) 6 1 2 12" 1 2:1 SLOPE MAX 9. REMOVE E PAVEMENT 2 c AS NOTED ON PLANS SIERRA AVENUE- SLOVER AVENUE TO 66+51 VAR. 172' MIN. VAR. VAR. VAR. 10' VAR. 47' I 67' E. IE VAR 1 6 VAR7/EXIST. 20.17' MIN. AC OVERLAY 3 TOP OF SLOPE 2 0/21 2 i EP 3/8" BEAD 2% JOIN 27. EDGE OF VAR 12" A /4,, EXIST. PVMT. 21 REMOVE 1 2:1 SLOPE MAX FUTURE 0.08' MIN. EXIST. PVMT. CONST. / AC OVERLAY EXIST. F/LL=QS�E�U_ /CEO- _ V1 FILL NOTE: ELEVATIONS SHOWN ON r ' PROFILE ARE TO BE USED SLOPE AS A GUIDE ONLY. MEDIAN CURB SHALL BE CONST. Er ABOVE OVERLAYED PAVEMENT. SIERRA AVENUE STA. 66+51 TO STA. 69+94.26 W EXIST R E. fE VAR. 210' MAX. 13' 39' 25' 50' 10' VAR. NG FUTURE S MEDIAN 47' 67' O EX 3T. GE EXTEND PAV'T 0.08' MIN. UP 3/8" ABOVE I AC OVERLAY' EDGE OF GUTTER. I FUTURE t (TYP.) CONST. �8 6- EP (g2% TOP OF SLOPE 2% JOIN 2% 2% uu EXIST. FILL / EDGE OF PVMT. 2:1 SLOPE MAX AEXIST. PVMT. 1 /EXIST. / GROUND EXIST I SLOVER AVENUE NOTES: 1. ALL CRACKS 1/4" AND WIDER SHALL BE CLEANED AND FILLED _0Y7h"L/Q/1/0.4lf#4aa PFS/QFC TO PLAO//Y6 PE?2?O/1AT "v 4.. C. OI�Ef�LAf! 2. AFTER CONSTRUCTION, MEDIANS SHALL BE BACK FILLED WITH DIRT AS SHOWN. N S 15' i EXIST. SLOWER AVENUE_ SIERRA AVENUE TO STA. 14+25 N S 172' SEE PLAN 35' 38.5' 25' 38.5' 172' SEE PLAN FOR GRADING OF MOUNDS SEE PLAN FOR GRADING '36' 15' I � OF CONST. D FOR GRADING SEE PLAN 35' 38.5' 25' 38.5' 35' OF MOUNDS FOR GRADING MEANDERIN IDEWALK, PER PLAN Uj > w 12.5 12. q-4' sw 1 5% OF MOUNDS V)Ln T=5.01' T=5.05' T=80.11' L = 7.86' L = 4.78' L = 125.77' SIERRA/SLOVER N e E. 15' RETURN �� RT EXIST. PAVEMENT �k��\ ELEV. PER EXIST. C&G 1 X' EP 0.71'. m MEDIAN G� PLAN + 0.30' 12' 24' 0.2 EDGE of 2% TYPICAL � Exp. 3/31/94 M 0.27' CROWN Exar. PVMT. _ 3 27' 8 L P N F\\' MEANDERING 4.5% SIDEWALK I 1 5' WIDE (TYP CONST. MEANDERING REMOVE EXIST. SIDEWALK PER PLAN. PAVEMENT SLOVER AVENUE- TYPICAL SECTI0N N S 183' 35' 68.5' g' 38.5' 35' e@ SEE PLAN EXIST 1 a. 0.17' MIN. SEE PLAN AC OVERLAY OOFRMON DISC FOR GRADING 36' OF MOUNDS 15.5' 21.5' Q- �'• MEANDERING EX ST. PAVEMENT.0.71' SIDEWALK Q�� TYPICAL OIN 5r% \� .32 JOIN -:;;'2% OrREMOVE MEANDERING �� �' Q EXIST. CURB & GUTTER 2 1 SIDEWALK PER PLAN MEANDERING AS NOTED SIDEWALK ON PLANS 5' WIDE (TYP) SLOWER AVENUE_ SIERRA AVENUE TO STA. 14+25 N S 172' SEE PLAN 35' 38.5' 25' 38.5' 35' SEE PLAN FOR GRADING OF MOUNDS ;' FOR GRADING '36' 15' CONST. D OF MOUNDS GRIND 0' TO 12, 0.17' oe EXIS .+_---E,P. `I-' L = 5.23' CONST. J01 , TYPICAL REMOVAL. MEANDERIN IDEWALK, PER PLAN Uj > w o = 90'04'31" o = 136'48'01" q-4' sw 1 5% 2% R=80.00' V)Ln ' SLOVER AVENUE N S 14' 36' 38' al.6' 58' EXIST. G 12" 6" EDGE OF 1.10' EXIST.1 EXIST. PVMT. 2% 12" 12' I REMOVE 0 EXIST. PVMT. SLOVER AVENUE' W/O SIERRA AVENUE STA 6+25 TO STA 9+32 90�.0 89.73 F•• SEE DETAIL SIERRA AVENUE SEE SHEET 11 NTS �. CONSTRUCTION NOTES EXIST. 1 1 CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3/9' LIP EXIST. VM . 2 CONST 6 CONC. CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. (TYP.) MEANDERING 0.17' MIN. SIDEWALK O3 -CONST. CONC. SIDEWALK PER CITY OF FONTANA-STD. DETAIL 105A. -6- / AC OVERLAY 5 WIDE (TYP) 4 CONST. WHEELCHAIR RAMP PER- CITY OF FONTANA STD. DETAIL 104A.* 55 -CONST. 51/2" A.C. OVER COMPACTED NATIVE SOIL. SLOVER AVENUE- 6 OVERLAY EXISTING PAVEMENT TO PROVIDE A SMOOTH STREET AS SHOWN ON X -SECTIONS. STA. 14+25 TO EMPIRE CENTER BLVD. NORTH ff)- 88" CONCRETE CURB ONLY PER STD. DETAIL 101. (1::8)--PROMATE�T-REINFORCEMENT (OR EQUIVALENT).-(Z'/rVTO_NEyYP�Il/E2VENTj N/0 NORTH IE 19 61.2_" AC OVER k-, STA. NATURAL SOIL PEC sobs REPD�T: FILL WRAP SLOPE AROUND / N S 20 8_/2_ _AC OVER COMPACTED NATURAL SOIL PEIC SDjLS eEPOeT. TO JOIN EXIST. SLOPE1 Q21_9_'-_AC_0_V-ERCOMPAC_T-ED_NAT_URAL .-S-OIL-__ PES SOILS ZE71?0" PER DETAIL ON SHEET 3. o = SIERRA AVENUE- -`-" EXISTING STA. 69+94.26 TO END OF CONSTRUCTION 11+53.15 D & = 149'49'27" R = 2.00' D T = 7.42' w °' L = 5.23' REMOVAL. Uj > w o = 90'04'31" o = 136'48'01" o = 90'04'31" sw R=5.00' R=2.00' R=80.00' V)Ln T=5.01' T=5.05' T=80.11' L = 7.86' L = 4.78' L = 125.77' SIERRA/SLOVER N e E. CURB RETURN NTS �. CONSTRUCTION NOTES EXIST. 1 1 CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3/9' LIP EXIST. VM . 2 CONST 6 CONC. CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. (TYP.) MEANDERING 0.17' MIN. SIDEWALK O3 -CONST. CONC. SIDEWALK PER CITY OF FONTANA-STD. DETAIL 105A. -6- / AC OVERLAY 5 WIDE (TYP) 4 CONST. WHEELCHAIR RAMP PER- CITY OF FONTANA STD. DETAIL 104A.* 55 -CONST. 51/2" A.C. OVER COMPACTED NATIVE SOIL. SLOVER AVENUE- 6 OVERLAY EXISTING PAVEMENT TO PROVIDE A SMOOTH STREET AS SHOWN ON X -SECTIONS. STA. 14+25 TO EMPIRE CENTER BLVD. NORTH ff)- 88" CONCRETE CURB ONLY PER STD. DETAIL 101. (1::8)--PROMATE�T-REINFORCEMENT (OR EQUIVALENT).-(Z'/rVTO_NEyYP�Il/E2VENTj N/0 NORTH IE 19 61.2_" AC OVER k-, STA. NATURAL SOIL PEC sobs REPD�T: FILL WRAP SLOPE AROUND / N S 20 8_/2_ _AC OVER COMPACTED NATURAL SOIL PEIC SDjLS eEPOeT. TO JOIN EXIST. SLOPE1 Q21_9_'-_AC_0_V-ERCOMPAC_T-ED_NAT_URAL .-S-OIL-__ PES SOILS ZE71?0" PER DETAIL ON SHEET 3. o = SIERRA AVENUE- -`-" EXISTING STA. 69+94.26 TO END OF CONSTRUCTION V PAVEMENT REMOVAL. 1 MEDIAN WIDTH 2 REMOVE EXIST. AC TO A POINT 1Z FROM PROPOSED CFb'7F CF / GUTTER �• QI"ES$/ol �� RT EXIST. PAVEMENT �k��\ �,U <, O6-1 2(s 21 21 BACKFILL m MEDIAN (TYP) No.26229 TYPICAL PAVEMENT REMOVAL � Exp. 3/31/94 M FOR MEDIAN CONSTRUCTION Q RECORD DRAINING The information cm this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that intend to use same. `n, CIV I\- F OF CM -W 8 AOOEO SyEE7� 2�, 271f'2& = 2 - _AO�EI�._-fJrti.S_T._�'OTL•5' �6 €`_ 2B - -- - -__ - 2 _2 _ _ 66fs1 66fs> TO 69�9�, 69f �� REVISIONS ADI 22 BARRICADE PER STD. DETAIL 118. VARIES623 _ CONST. 6" CONCRETE CURB & GUTTER. IF SEE 14' VARIES -18' & 17' 28' 35' SEE PLAN * .*TO BE FINALIZED BY SOILS REPORT. ft FOR GRADING 35 RADIUS CURB RETURN UNLESS OTHERWISE NOTED. GRIND 0' TO 12'---EXIST. 14 + AND VARIES OF MOUNDS 0'17' VARIES EXISNOTE: SIERRA AVENUE NORTH OF SLOVER AVENUE T. EXISTING CROWN 2" CONST. IMPROVEM NTS 2 '1 2 ti GJ THE FOLLOWING NOTES ARE BASED ON RECOMMENDATIONS AT GPI, INC. DATED TYPICAL 3-22-90. Jol 1. EXCAVATE A KEY 3' DEEP FOR WIDTH OF FILL. EXCAVATED MATERIAL MAY BE USED FOR FILL MATERIAL. 8" LIP -� LO.17' MIN. 3 P•) AC OVERLAY MEANDERING 1 2. ALL FILL TO BE MOISTURE CONDITIONED, PLACED IN LIFTS AND COMPACTED. 20 20 SIDEWALK IDE A K(iYP) FILLS LESS THAN 10' IN HEIGHT SHALL BE COMPACTED TO 90% MAX DENSITY 6 I8 (ASTM D-1557). FILLS GREATER. THAN 10' HIGH SHALL BE COMPACTED TO . EDGE EXIST. 95% MAX. DENSITY (ASTM D-1557). REMOVE EXIST. PVMT. PAV'T. TO 12" N/O NORTH 3. FILL SHALL BE BENCHED INTO EXIST. SLOPES 4' LATERALLY TO EACH 2' MEDIAN CURB. OF HEIGHT. SLOVER AVEN U E 4. SLOPE TO BE OVER BUILT 2-3' AND THEN CUT BACK TO A HARD SURFACE. EMPIRE CENTER BLVD. NORTH TO TAMARIND AVENUE 5. LANDSCAPING SHOULD BE PROVIDED AS SOON AS POSSIBLE AFTER GRADE IS COMPLETE. CITY OF FONTANA CALIFORNIA PUBLIC WORKS D E'PARTM ENT DRAWN BY STREET - SCALE: �� ET IMPROVEMENT PLANS PHASE I .�» ,10.43 S.S. ./Z. -I DESIGNED BYNOT TO SCALE 529 4•'Z, 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 K.W. EMPIRE' CENTER CIVIL ENGINEERING LAND PLANNING LAND SURVEYING 2�9Z �•!t•�ti CHECKED BY TYPICAL SECTIONS DATE: 8 • PREPARED UNDER THE SUPERVISION OF: S.R. 7/23/91 2/rP-9 12.21.91 JOB NO. DR. NO. SHT. NO: GR'S. CITY - ' 2i -9 X APPROVED ZIL e. t.-�. �L9�91 �. ROYAL DATE APPROVAL DATE J C. HOGAN .C.E. 26229 DATE: 4013-13,14 CITY ENGINEER R.C.E. Z5/ 2 0 -f3- Z�