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Home My WebLink About2053-26PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' 10+00.03 SIERRA AVENUE =10+00.00 JURUPA AVENUE INTERSECTION LEGEND CURVE/LINE (NOTE. QUANTITIES FOR DELTA 8 REVISIONS ONLY) PROP. A.C. PAVEMENTD D91 LIMITED USE AREA PER CITY DW DW OF FONTANA :STD. 140 = 1,266 LF O3 CONSTRUCT SIDEWALK (WIDTH VARIES) PER CITY OF FONTANA STD. DETAIL 1015 = 650 LF PROP. CONCRETE ~ L� Lo OS O x = 167 LF CD IU- w co ON SHEET 2 65.00' 00 Li- U-) U 0000 0+0 Z G O O L0 . 0 tet' 00 Ln In CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD 104 (MODIFIED _ - --� TO 8 WIDTH) _< - 39-- - - 1 EA 49 -, = 3 EA 111 CONSTRUCT CURB RAMP PER APWA STD 111-2 CASE A TYPE 1 7. 2' OC CONSTRUCT 8"-6" CURB RETURN TRANSITION (ELEV PER PROFILE) , Of w I� a_ it- 47.6 4.1 C l� 1 U �- 2r'. 6 '0 25 66 OC I I I I I = 60.00' 0, O cv 1 co ~ U I I I I— + + O x ~ CL U C) �- p� w H 1.81% rn o� w n1 d- 1► •` o~ U) EX ST NG TO' 4 + o w _ - 10+00.03 SIERRA AVENUE =10+00.00 JURUPA AVENUE INTERSECTION LEGEND CURVE/LINE (NOTE. QUANTITIES FOR DELTA 8 REVISIONS ONLY) PROP. A.C. PAVEMENTD D91 LIMITED USE AREA PER CITY DW DW OF FONTANA :STD. 140 = 1,266 LF O3 CONSTRUCT SIDEWALK (WIDTH VARIES) PER CITY OF FONTANA STD. DETAIL 1015 = 650 LF PROP. CONCRETE BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89004'00" EAST PER TRACT NO. 16074 M.B. 278178-92. BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER io JURUPA . A VENUE r— D zo Lo 12 EXIST R/W DW EXISTDK/- __ DW 13 -0.185 ) cl 141 D 31 13+ 15 �6�3 SIERRA AVENUE DYIf =10+00.00 DRIVE ENTRY q INTERSECTION, W= 40' OP JOF n ..r - .I I \ I I I I 15 16 STING CURVE/LINE (NOTE. QUANTITIES FOR DELTA 8 REVISIONS ONLY) CDDW- D91 DW DW DW DAI I = 1,266 LF O3 CONSTRUCT SIDEWALK (WIDTH VARIES) PER CITY OF FONTANA STD. DETAIL 1015 = 650 LF O4 ~ L� Lo OS O x = 167 LF CD IU- w co ON SHEET 2 65.00' 00 Li- U-) U 0000 0+0 Z G O O L0 . 0 tet' 00 Ln In r— D zo Lo 12 EXIST R/W DW EXISTDK/- __ DW 13 -0.185 ) cl 141 D 31 13+ 15 �6�3 SIERRA AVENUE DYIf =10+00.00 DRIVE ENTRY q INTERSECTION, W= 40' OP JOF n ..r - .I I \ I I I I 15 16 STING rn '-'-' 'n Ln J 11 CO , 12 N00'32'18"W 14� 15 16 p W 10 `. oD o Q:� wLINE OF SIGHT o -U CDaf S¢ U= � K CD o o w w 14+95.00 . z z I N 10 I �\ � �, 49.03 FL w � � 47.67 FL 47.52 FL 47.36 FL m ~' C) x co ,� Y 48.74 FL z w C L` I- � -I Z ` z j�I-oo`�' -8,26 bU - D Y o �iL DAY SAWCU4T CD PE=�V_\o �1�- c z DIY- '-�� DI,V D�'� DIS DI,�-Q—I---Im- DIS 'U- i -Y w aozoo � 49-36 F14 I- w cn � O w ¢ H 1 � + Lr) �r + zw EXIST . WTR� ¢ co 8 z o N y y w oo:.�n �n =uJ 47 X-0°�' o\r--\H I x O + zw I m CURVE/LINE (NOTE. QUANTITIES FOR DELTA 8 REVISIONS ONLY) DELTA BRG D91 DW DW DW DAI I rn '-'-' 'n Ln J 11 CO , 12 N00'32'18"W 14� 15 16 p W 10 `. oD o Q:� wLINE OF SIGHT o -U CDaf S¢ U= � K CD o o w w 14+95.00 . z z I N 10 I �\ � �, 49.03 FL w � � 47.67 FL 47.52 FL 47.36 FL m ~' C) x co ,� Y 48.74 FL z w C L` I- � -I Z ` z j�I-oo`�' -8,26 bU - D Y o �iL DAY SAWCU4T CD PE=�V_\o �1�- c z DIY- '-�� DI,V D�'� DIS DI,�-Q—I---Im- DIS 'U- i -Y w aozoo � 49-36 F14 I- w cn � O w ¢ H 1 � + Lr) �r + zw EXIST . WTR� ¢ co 8 z o N y y w oo:.�n �n =uJ 47 X-0°�' o\r--\H I x O + zw I m CURVE/LINE (NOTE. QUANTITIES FOR DELTA 8 REVISIONS ONLY) DELTA BRG O1 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 1003 = 150 LF O2 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 1003 = 1,266 LF O3 CONSTRUCT SIDEWALK (WIDTH VARIES) PER CITY OF FONTANA STD. DETAIL 1015 = 650 LF O4 H Lo OS CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA STD. DETAIL 1003 = 167 LF 14 LdL = 14,155 SF E ON SHEET 2 65.00' 20 Li- = 16,740 SF 65.00' (889 TONS A.C.) G 23 < = 645 LF 47 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD 104 (MODIFIED _ - --� TO 8 WIDTH) _< - 39-- - - 1 EA 49 -, = 3 EA 50 O CONSTRUCT CURB RAMP PER APWA STD 111-2 CASE A TYPE 1 = 1 EA _ CONSTRUCT 8"-6" CURB RETURN TRANSITION (ELEV PER PROFILE) , Of w I� a_ 66' 54' JURUPA AVENUE --- -------- '.., l"h, 51 A - w¢ x-� G w w a_ co o I LLI B ��' t S LINE OF SIGHT _ - - _ 51 3 { �� -H oV) Y - - -EXIST. MEANDERING _ - .. - _ : _ - - , -� - - _ _ --- ---- - d-- - --SIDEWALK -__ _- _ - - - � Q _� -- 52' 51 `EXIST 102" SD_ a, -50 _ �_ J - = ----- ^LO F~ D L-IGHT L -- -----.`s C D -= =� - --- -- �______--___ LOT --- P� AY INE - _- -� _ -=- - i - -- -- /—--------- ---- --- - ---- - ------ _ _--- PROP. MEANDERING SIDEWALK PER LANDSCAPEocn Lo o ARCHITECTS PLANS (TYP .) zo 2 m u.^^ n w m 0- w ^^ w U� L- Z m(n U J O U (n U _J 00 O um O U cn O U cn O �--� O CC CC lY O `~ ~ U- ~ n I -L L_ 17 l i LL 1 x FUTURE SIERRA CROSSROADS m cn u w w w m w ^^ �' w � � o o w (n U � Ln 00 co U") 00 CV CV U) � O n t\ Z_ co COMMERCIAL CENTER n~'�L- oU OU o CDU_J OU ro� �`� �z + + c0 x O I- LCD uj co mL_ O I- L L_ [� O LL. O I- L L_ co x co o + ~ 0�0 d 4- a0 Ln 00 � � 00 Il- Ln O "t '� CD TR 16495 LOT 143 U z Ln 00 c� Ln u-) I� Lr) Lr) I- c�I �n Un Un ,+ = O C* m O In O' CO O O T) M I\ cV CO Z O 00 NCD Ln d- OOm,Orn �—oM OMM no�� 48 �.�. , ted- Ln ",4- TOLL FREE 'mmmm"1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ;rte �� n� ��► ,,, �,,. :,, � �,. V C _ 17 40' 30' 20' 10' 0' 40' GRAPHIC SCALE. 1"=40' :• CONSTRUCTION NOTES & QUANTITY ESTIMATE: CURVE/LINE (NOTE. QUANTITIES FOR DELTA 8 REVISIONS ONLY) DELTA BRG O1 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 1003 = 150 LF O2 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 1003 = 1,266 LF O3 CONSTRUCT SIDEWALK (WIDTH VARIES) PER CITY OF FONTANA STD. DETAIL 1015 = 650 LF O4 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 1006 = 5 EA OS CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA STD. DETAIL 1003 = 167 LF 14 SAWCUT AND REMOVE EXISTING A.C. AND REPLACE PER JOIN DETAIL = 14,155 SF E ON SHEET 2 65.00' 20 CONSTRUCT 8.5" A.C. OVER 12" MIN 95% COMPACTED NATIVE SOIL = 16,740 SF 65.00' (889 TONS A.C.) G 23 CONSTRUCT 6" CURB & GUTTER PER STD. DETAIL 1003 = 645 LF 47 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD 104 (MODIFIED = 2,220 SF 25.66' " TO 8 WIDTH) o 22037'12" O CONSTRUCT BUS BAY PER CITY STD. 1014 - 1 EA 49 CONSTRUCT BAY TAPER PER APWA STD 140-2 (DIMENSIONS PER PLAN) = 3 EA 50 O CONSTRUCT CURB RAMP PER APWA STD 111-2 CASE A TYPE 1 = 1 EA 51 CONSTRUCT 8"-6" CURB RETURN TRANSITION (ELEV PER PROFILE) = 190 LF REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CURVE/LINE DATA TABLE O DELTA BRG RADIUS LENGTH REMARK A o 90000'00" 30.00' 47.12' " " B 16 90000'00" 30.00' 47.12' " C N89027'42"E -- 25.00' " D N89027'42"E -- 25.00' " E o 22037'12" 65.00' 25.66' " F o 22037'12" 65.00' 25.66' " G N00032'18"W -- 60.00' " H o 22037'12" 65.00' 25.66' " I o 22037'12" 65.00' 25.66' " J 0 180000'00" 3.00' 9.42' " is K N89°27'42"E -- 107.00' " REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Qp F E S S Ip 3536 CONCOURS, SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o � W N9e ONTARIO, CALIFORNIA 91764-5592 PLAN AND PROFILE FOR THE IMPROVEMENTS OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� N'7/1 Fc 909.581.0196 ■ FAX 909.581.0192 ■ www.RBF.com SIERRA AVENUE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER Z DRAWN BY: SIERRA AVENUE SCALE:SIERRA" - 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO NO.63494 - CONSULTING R. G -- JOB NUMBER Exp. 9/30/06 DESIGNED GN ED B Y: STA. 10+00.00 TQ STA. 16+50.00 BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDl c 1 � I� PREFAB D ER THE UP ISION OF: ,. 15-100634 STANDARDS IN EFFECT. 9 � 5�R.G. A lF OF C N\,% � DATE: -Z5 DRAWING NO.26 -o.5 CHECKED BY: • MA EW C. HICKS RCE NO. 63494 EXP. 09-30-06 M.H. RICARDO SANDOVAL R.C.E. 51152 DATE: 2053 28 Lo ADD SHT 26, BUS BAY & CURB RETURN IMPROVEMENTS E rn 0 Ln Lo O 0 0 cn O cn Lu CC Q Of Li (D Q cn w V) Ll- Ll - w w I— cn 0 0 0 z 0 U 0 N