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Home My WebLink About2504-11.tif11350 LEFT 1350 C. L. 1 I.1350 RICHT PROFILE SCALE VERT: l in = 4 f t HORZ: l in = 40 ft O O + a +'• O p �to 0 tA uwoo,.� 40' VC u u �: 0 rz w QV) �Q 0 r\ -100 4 10+00 EXISTING EDGE OF PAVEMENT 40' VC VPI=1346. 91 _j 0 w CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA n+ N •-'"'� 0 � PROPERTY LINE A.C. IDENTICAL POINT 5' OFF CURB FACE O IJ w1 I I Q m u ARC ^ a -`' STD. r V- NUMBER L=54.83, RADIUS LENGTH LENGTH I� + m FUTURE TOP -OF -CURB AT 20' LEFT , v J CONSTRUCT 4" TH I CK P. C. C. S I DEWALK PER C I TY OF FONTANA V > >A w to '�' �' 0 6 0N MR NATURAE, GROUND AT 41' LEFT > wto 2 EACH 49"x 33" ARCH CMP w cori ou .4 a~��-. r= .� 35. 00' .o.�- 35. 15' W rO Ntj00 N NII- +O 00 12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE. 11 O2 � 54.15' � I= I� ii= + c� r- O r.O .LIQ .. _ .�-- -�-- O; J O s z i 13,60 PROPOSED FINISH SURFACE AT Cf OO p CD c to 0 _j OJ� +• + `U to V_ 0 Vill Nto SHEET .. 13 3` 18' 3Q" O 000 o! if) J J ta � ` O fto t6 m 'r c" '- O J '` 1° 2 a��` z ' EXISTING SURFACE AT CA �� ci � will" '� ti, + , ,r• i 4 �' -. �' °� �•�-,.� +' V �' I ® 1350 _ x C O O ,� r, t3! 0 'y to N ��/� �~ �.-. ,,,, ° N N � I- O� / / �lI �. -- e- --- "' FUTURE TOP -OF -CURB AT 22' LEFT �� °fir r� 6 J th 'P' �' �- .-- " ® .� ..._ r . Ln l... a_ p�y� qn• I I�„ P+ .:+ OLd qr -_ ,71A .._�. t%tilill:.. JILZ. + O •'d Its. -i"�.in •A / / / `.. -. . .. t. OJ �. 6 t Pi s W �, j (. 1..52 M �- � c�yZ .�. ' A V + t!1 rz w QV) �Q 0 r\ -100 4 10+00 EXISTING EDGE OF PAVEMENT 40' VC CENTERLINE _j V CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA � CURVE 0 to 0 � PROPERTY LINE A.C. IDENTICAL POINT 5' OFF CURB FACE O IJ w1 I I 1 VPI =134 6. 86 ARC Ck: B& 00)1 o STD. r V- NUMBER DELTA RADIUS LENGTH LENGTH I� 4, m Jl v J CONSTRUCT 4" TH I CK P. C. C. S I DEWALK PER C I TY OF FONTANA STD. NO. 105A 90,00,00" 35. QQ' 54. 98' 35. 00' 13 > wto 2 EACH 49"x 33" ARCH CMP ti.:� .4 ,6O 90' 15' 42" 35. 00' 55. 14' 35. 15' W N J N 12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE. 11 5°22'04" 578.00' 54.15' 27.09` CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN o _ N N THE FIELD TO PRODUCE A SMOOTH SECTION. PROPOSED FINISH SURFACE AT Cf OO 622. 00' o 30. 05' 0 _j OJ� +• + `U 13 CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1 13 3` 18' 3Q" O 000 o! if) J J ta � ` O J a��` z �+ , ,n will" '� ti, + , ,r• i 4 �' -. �' °� NATURAL GROUND AT 4 l R I GH'T +' V �' I ® 1350 _ x C O O r, t3! 0 'y to N ��/� �~ �.-. ,,,, ° N N � I- r. / / + a" /+y /0Y.�1 V 0 }+� y�N.y�� /+� !"� 0 0 Q O • M 7 �� °fir r� q�� " ® .� . Ln l... a_ p�y� qn• I I�„ P+ .:+ ... ter+ n'Na. •+"' ,�,�.,.... ...,.. ,71A .._�. t%tilill:.. JILZ. + O •'d Its. -i"�.in •A / / / `.. -. . .. t. �. 6 t Pi s �� .. -� 'r �, j (. 1..52 M �- � t \VI A V + t!1 a t!1 ..„.� ..� �- �A to m fn � � i .�' t. O2 �sp1 to '� 3• O J fJ ~ ".h` `� ' ',�M �� 1 r30 a 94% 0 O J N Ac r +� • IDENTICAL POINT CURB RETURN W ~i"a " p . + �. " F, �+ � a ® a� % i ° '..� �� L3 00 �� ter. _ a r a {q� _ V � + V- N Y � P r R TOP. F _ _ _ __ PROPOSED _ O OSED 0 � r R A T CUB 20 R H.T. _ _ I � _ _ � _�_ 0,11-11,11, 2J 1��0 N __ + 0 _ ;:� a , < fnro• _ � - _ _ _ _ � _ _ RICHT d to to ® -- t -0 ' CURB TRANSITION 22' RIGHT OF C/L TO 20' RIGHT OF C/L rz w QV) �Q 0 r\ -100 4 10+00 PROPOSED TOP OF CURB AT 22` RIGHT 11+00 HEADWALL PER DRG. NO. 2451A z w 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CONSTRUCTION NOTES: 2 0' CROSS -GUTTER FLOW LINE AT 1344.50 (1.5' BELOW TOP OF HEADWALL) "J HEADWALL PER DWG.I NO. 2451A, MODIFIED TO ACCEPT CROSS - GUTTER FLOW. PIPE EXISTING EDGE OF PAVEMENT C/L CENTERLINE _j RIGHT-OF-WAY CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA Im 1" I CURVE DATA: 0 � PROPERTY LINE A.C. ASPHALTIC CONCRETE 5' OFF CURB FACE O IJ w1 I I 1 -.. ¢ � I z ARC EXISTING CU R TT CUTTER B& 00)1 CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. I� L NUMBER DELTA RADIUS LENGTH LENGTH I� PROPOSED TOP OF CURB AT 22` RIGHT 11+00 HEADWALL PER DRG. NO. 2451A z w 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 CONSTRUCTION NOTES: 2 0' CROSS -GUTTER FLOW LINE AT 1344.50 (1.5' BELOW TOP OF HEADWALL) "J HEADWALL PER DWG.I NO. 2451A, MODIFIED TO ACCEPT CROSS - GUTTER FLOW. PIPE rnl Im _j w ,� ,� , 14 INSTALL REFLECTIVE MARKERS PER CALINANS STD. A- /JA TYPE L-1 @ 10 U. U. IJ °p I ` , _j i-- L_ o > SECTION "F -F 16 5' 22 04 600-00, 56. 21 28. 13 z I O O o Ln. CL N. T. S. 15 CONSTRUCT 4-1/2" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7) 1 I ( ,n 9) 3:17 5° 31 55" 600. 00 57. 93 28. 99 S T I 't v 07, FUTURE 72" RCP 22 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 10', 10 e z + WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS IN CROSS GUTTER ONLY. W FUTUREIMPROVEMENTS, CURB STA. 15 88. 18 C/L HEMLOCK AVE E in m STA. 10+00. 00 C/L CL I PTON ST. AND GUTTER AND SIDEWALK @_CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8', i��_ EXISTING 30" PVC STORM DRAIN PROPOSED 17-3/8" GWMR WATER WITH #4 BAR REINFORCING 12" 0. C. BOTH D I RECT I ONS I N CROSS GUTTER ONLY. F _� _ MAIN, 5 OFF CURB FACE - - EXISTING 24" PVC STORM DRAIN Q 4 5. 781 TB - --�� -- _ _ -----_ �--- _--- - ------ �-_ ---- - --� �---- - STA. 10+00.00 C/L HEMLOCK AVE / �( 4 5. 301 F L 4 4- n 1 F I STA. 118+36.77 C/L BASELINE AVE PROPOSED 17-3/8" GWMR WATER MAIN ABBREVIATIONS: ( E. P.) EXISTING EDGE OF PAVEMENT C/L CENTERLINE R/W RIGHT-OF-WAY CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101 CURVE DATA: PL PROPERTY LINE A.C. ASPHALTIC CONCRETE 5' OFF CURB FACE , SIDEWALK, ETC, NOT IN 1997 CURVE -.. ¢ orn ARC TANGENT �5 CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A NUMBER DELTA RADIUS LENGTH LENGTH 4, 66' a CONSTRUCT 4" TH I CK P. C. C. S I DEWALK PER C I TY OF FONTANA STD. NO. 105A 90,00,00" 35. QQ' 54. 98' 35. 00' 13 BASELI NE 2 EACH 49"x 33" ARCH CMP ti.:� REMOVE EXISTING PAVEMENT AVENUE 90' 15' 42" 35. 00' 55. 14' 35. 15' 12 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE. 11 5°22'04" 578.00' 54.15' 27.09` CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING AS DIRECTED IN THE FIELD TO PRODUCE A SMOOTH SECTION. 12 5° 31' 55" 622. 00' 60. 05' 30. 05' 13 CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1 13 3` 18' 3Q" 600. 00' 34. 64' 17. 33' rnl Im _j w ,� ,� , 14 INSTALL REFLECTIVE MARKERS PER CALINANS STD. A- /JA TYPE L-1 @ 10 U. U. IJ °p I ` , _j i-- L_ o > SECTION "F -F 16 5' 22 04 600-00, 56. 21 28. 13 z I O O o Ln. CL N. T. S. 15 CONSTRUCT 4-1/2" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7) 1 I ( ,n 9) 3:17 5° 31 55" 600. 00 57. 93 28. 99 S T I 't v 07, FUTURE 72" RCP 22 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 10', 10 e z + WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS IN CROSS GUTTER ONLY. W FUTUREIMPROVEMENTS, CURB STA. 15 88. 18 C/L HEMLOCK AVE E in m STA. 10+00. 00 C/L CL I PTON ST. AND GUTTER AND SIDEWALK @_CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8', i��_ EXISTING 30" PVC STORM DRAIN PROPOSED 17-3/8" GWMR WATER WITH #4 BAR REINFORCING 12" 0. C. BOTH D I RECT I ONS I N CROSS GUTTER ONLY. F _� _ MAIN, 5 OFF CURB FACE - - EXISTING 24" PVC STORM DRAIN Q 4 5. 781 TB - --�� -- _ _ -----_ �--- _--- - ------ �-_ ---- - --� �---- - STA. 10+00.00 C/L HEMLOCK AVE / �( 4 5. 301 F L 4 4- n 1 F I STA. 118+36.77 C/L BASELINE AVE PROPOSED 17-3/8" GWMR WATER MAIN ABBREVIATIONS: ( E. P.) EXISTING EDGE OF PAVEMENT C/L CENTERLINE R/W RIGHT-OF-WAY FL FLOW LINE (41.10) EXISTING SURFACE ELEVATION PL PROPERTY LINE A.C. ASPHALTIC CONCRETE LEGEND: ® EXISTING SIGNAL LIGHT & POLE ® EXISTING SIGNAL CABLE PULLBOX EXISTING STREET LIGHT x�F EXISTING FENCE BENCH MARK: CITY OF FONTANA BENCHMARK N0, 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH & FOOTHILL BLVD., DATE SEPTEMBER 1967. ELEVATION 1267.84 1 CALL: T��LL FREE 1 - C)`0 -d ��2-�13i43 T".'<�+ °;'+FKIfJC, DAYc E�EFURE YOU DIG L=52. 37' SEE SHEET 13A, INTER CONCRETE CURB RETURN INCLUDED FOR CONSTR L=61. 89' 1 1 1. 41' UCTION 66. 00' oil %.l I viY 14ts. u 60.0 13 c3 12 t ,I 5' OFF CURB FACE , SIDEWALK, ETC, NOT IN 1997 1 -.. ¢ orn 1 4 M w 00 7 8 9 o 1 1 viJ 4, 66' a SEE SHEET NO. 13 BASELI NE 2 EACH 49"x 33" ARCH CMP PER DRAINAGE PLAN AVENUE CALL: T��LL FREE 1 - C)`0 -d ��2-�13i43 T".'<�+ °;'+FKIfJC, DAYc E�EFURE YOU DIG L=52. 37' SEE SHEET 13A, INTER CONCRETE CURB RETURN INCLUDED FOR CONSTR L=61. 89' 1 1 1. 41' UCTION 66. 00' 63. 32' 41. 04' 60.0 13 8-5/8" 12 IM BASELINE IMPROVEMENTS. 5' OFF CURB FACE , SIDEWALK, ETC, NOT IN 1997 1 2 3 4 5 6 DETENTION BASIN n PROPOSED 17-3/8" GWMR WATER MAIN, 5' OFF CURB FACE XX zz % I I ill I I ff x� yZ � ■ r \ I ` A5 NtGt55AKY W' -W A6KttMtN I W L 1 H of 0I 001 zj 41. 00' PROPOSED MAIN, 60.00' 60. 00' 60. 00' 60.0 60. 00' 8-5/8" GWMR WATER 5' OFF CURB FACE 4 5 6 7 8 9 U7 L CRAWFORD MUTUAL WATER CO. ~ EXISTING 2" DOMESTIC WATER LINE TO BE Lv REPLACED WITH 2" SCH. 40 P. V. C. PIPE LL.) WITH 36- COVER, PER CRAWFORD MUTUAL Li = WATER COMPANY REQUIREMENTS z V) Ld �LIJ V T I SEE SHEET NO. 9 U oQ�®fES5/p�91 � CL I PTON �� , Q W�N`O,RW,OODJ. KING m Cz No. C-33736 Exp. d4px. NOTES; 1. SEE BASEL INE AVE. STRIPING PLAN FOR STRIPING CONE I URAT I ON cs�, CIVIL C��Q' AND SIGN, MARKER AND DELINEATOR LOCATIONS. �oFCA�-�2. ADD 1300 FEET TO ALL PLAN VIEW ELEVATIONS. .jIfAr 11F52001 3. FOR INTERIM BASELINE IMPROVEMENTS, BEGIN CURB AND GUTTER Q ON HEMLOCK AT STA. 10+89.26. CONSTRUCT CROSS -GUTTER PER PLAN. DO NOT CONSTRUCT SPANDREL. DESIGNED BY C I TY OF FONTANA CAL I FORN I A REVISIONS Engineer Clty LLY Approval Dote: Approval Dote: r DRAWN BYNJK e F 2 BY LONNY L CHECKEDcf SCALEx BRH �rj.:' y. j YOUNG fi STREET PLAN -TRACT 14293 , = 40' -- 1 No. C-043216 HEMLOCK AVENUE SCALE L NYS Y C 13216 DATE M Exp. 3/31/00 DATE., +1 JOB No. CIVIL / l JUNE i 997 965023 '' .x..��``' s�9 oR�tiP APPROVED: �� C,c�� DRW. N0, 0 DATE ;'�C�' up• �, y T�� :' T OF CALF N � ��s) 2504 SH. 11 OF 1 JUNE 97 ,I�� F -w, CITY ENGINEER I NEER RCE 25126 DATE