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HomeMy WebLinkAbout5611-4U co ;IMMEN I M rrn4r. //I %y��r- U _ ••�"' CURB M � O M o � °I o ti O N + CO 38.40' V.C. V.C. N /PLOP. FS A P.I.=29.55 L=19.20' U - c9 \ L=70.69' ALONG J c - �p LI?O cliO 0.74% CROWN LINE O J� �� rn o 00 N N / A- 0.74% 42.71' O.C. w 44.98 70.69 TANGENT (n mNN \Uj N ccoo O 70 00 r r � � M 00 N. N N M _. c "' IR C5 _.; cfl co W m 0 0900 00' 00" m N N 25.00 C7 I M rrn4r. //I %y��r- U _ ••�"' CURB M � O M o � °I o ti O N + CO 50' V.C. N /PLOP. FS A I P.I.=29.58 �00 V L.0+ O N2006 c9 \ L=70.69' ALONG J c - �p LI?O cliO 0.74% CROWN LINE O J� �� rn o 00 N N / A- 0.74% M C=, 44.98 70.69 ,0, I M rrn4r. //I %y��r- U _ ••�"' CURB M � O M o � °I o ti O N + CO 11+00 111 Delta 28.50 TC;28.00 FL I of o c9 \ \ U- co J c J 5100 N \ 44.98 70.69 ,0, (n mNN \Uj N U oo O 70 00 r r \ cfl Cl) c "' x00 00 C5 \ W N U rn + 9.62 C6 0900 00' 00" m N a; 25.00 C7 090° 00'00" C� 70.69 e dsf q��IS C8 110° 00'00" 60.00 115.19 85.69 W --- I I I ! m00 N 159� 12 19 MEN �J NEW + U� ti N Cn 0o c�i �n W U')u� 11+00 C BC 111 Delta 28.50 TC;28.00 FL I of o c9 \ \ U- co J c J 5100 N \ 44.98 70.69 ,0, (n mNN \Uj N U oo O 70 00 r r \ cfl Cl) c "' x00 00 C5 \ W N U rn + 9.62 C6 0900 00' 00" m N a; 25.00 C7 090° 00'00" 45.00 70.69 e dsf q��IS C8 110° 00'00" 60.00 115.19 85.69 W --- I I I ! C BC 111 Delta 28.50 TC;28.00 FL I of o C1 101° 12'40" U W 45.35 H LL N 090° 03' 10" 44.98 70.69 45.02 (n mNN 1100 00' 00" 60.00 115.19 +� oC, C4 0100 00' 00" �" 18 19.20 LANTANA STREET C5 0100 00' 00" SEE SHEET 3 19.20 Curve Table Curve # Delta Radius Length Tangent C1 101° 12'40" 25.68 45.35 31.26 C2 090° 03' 10" 44.98 70.69 45.02 C3 1100 00' 00" 60.00 115.19 85.69 C4 0100 00' 00" 110.00 19.20 9.62 C5 0100 00' 00" 110.00 19.20 9.62 C6 0900 00' 00" 25.00 39.27 25.00 C7 090° 00'00" 45.00 70.69 45.00 C8 110° 00'00" 60.00 115.19 85.69 Line Table Line # Direction Length L1 N09' 18'50"E 42.71 17 M M m c J� RM oil 16 = • • IME • • _ MEME N O o � O O rn Lo LO M M N M � 7 55 56 TR. NO. �+ 11 J � r ' 4 - W 15+00 • TRELLIS LANE M 14 LA t 111 SEE SHEET 9 A BRASS DISK AT THE SOUTHEAST CORNER OF I 68' I 1 I • ► /' �M ..0 15+00 • TRELLIS LANE M 14 LA t 111 SEE SHEET 9 A BRASS DISK AT THE SOUTHEAST CORNER OF I 68' _ N ► /' �M (coo 57 58 v c)` 12' 22' 22' 12 J H L.L 0- W "' m6 .0 SCM =Mw coM M co co U oo PREPARED UNDER THE SUPERVISION OF: `T m N U _1 � IMM 4 4' "'��" + Lf) co MEME M r M ' DA I m M U + MEMEMEMEM J In WLI WEN LL L. A SURU EXP'P-30-11 --------- I-w + W --- 19962-1 7 m00 N 159� 12 19 MEN �J NEW + U� ti N Cn 0o c�i �n W U')u� MINES T COLLARD AVENUE SEE SHEET 2 15+00 • TRELLIS LANE M 14 LA t 111 SEE SHEET 9 A BRASS DISK AT THE SOUTHEAST CORNER OF I 68' _ N ► /' �M (coo 57 58 v c)` 12' 22' 22' 12 J H L.L 0- W "' m6 .0 SCM =Mw coM M co co U oo PREPARED UNDER THE SUPERVISION OF: `T m N U _1 � IMM 4 4' "'��" + Lf) co MEME M r M ' DA I m M U + MEMEMEMEM J In WLI WEN LL L. A SURU EXP'P-30-11 --------- I-w + W --- 19962-1 7 m00 N 159� 12 19 MEN �J + 15+00 TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N PRIDP. TOP OF EAUCM m O O CD Cl) Cq M LL M OLo 16+00 17+00 18+00 2 3 TRELLIS LANE M 14 LA 18 SEE SHEET 9 A BRASS DISK AT THE SOUTHEAST CORNER OF I 68' U- N AS N 01'10'30" W WAS USED AS THE BASIS U (coo 57 58 v c)` 12' 22' 22' 12 J H L.L 0- W "' m6 f 8 8 N coM M co co U oo PREPARED UNDER THE SUPERVISION OF: `T m N U _1 � m�� 4 4' "'��" + Lf) co _ U' M r M ' DA I m M U + N + ti TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N PRIDP. TOP OF EAUCM m O O CD Cl) Cq M LL M OLo 16+00 17+00 18+00 2 3 -PROP. WATER13 M 14 LA 18 THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF S m N AS N 01'10'30" W WAS USED AS THE BASIS U NM M ao OF BEARINGS FOR THIS MAP. b m6 o PREPARED UNDER THE SUPERVISION OF: 4 F-- QFtOFESS/n I wq F 1 Ts�G = G Z 3 No. 36637 c Exp: 06-30-18 * PROP. R/W 00 <o - co _ U' M ��TFCFCAL F���\ ' DA I m M U + e0 J In WLI WEN LL L. A SURU EXP'P-30-11 __j I-w + W TR. NO. 19962-1 7 m00 N 159� 12 19 TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N PRIDP. TOP OF EAUCM m O O CD Cl) Cq M LL M OLo 16+00 17+00 18+00 2 3 4 5 LA 18 THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN m N AS N 01'10'30" W WAS USED AS THE BASIS U NM M ao OF BEARINGS FOR THIS MAP. c7i C-4 M LO m6 o PREPARED UNDER THE SUPERVISION OF: CD '4: F-- QFtOFESS/n I wq F 1 Ts�G = G Z 3 No. 36637 c Exp: 06-30-18 * 13 \ co N co M ��TFCFCAL F���\ ' DA I J + U ,CD W In PROP. RIW 4 u V�,� _ E W -W - o �A/ ���, 15� 12" _ 1 16 " _ 12 2PROP. WATER - - 11 5 - S �I T S C � PROP. SEWER TYP 0 13 > r N a¢i 4 � GV J J N N 01 W T T UH � � O 0 1 10 9 `� z z ++ 8 9 CLEMENTINE REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE AVENUE LL 0) TR=1.78% 1 LA BASIS OF BEARINGS: LA � THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN m N AS N 01'10'30" W WAS USED AS THE BASIS O OF BEARINGS FOR THIS MAP. c7i C-4 M LO ELEVATION: 1739.006' LL 0) TR=1.78% 1 BENCH MARK: # B-7 BASIS OF BEARINGS: T � THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS 8 OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO�- YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO QFtOFESS/n I wq F 1 Ts�G = G Z 3 No. 36637 c Exp: 06-30-18 * 13 \ DRAWN BY: DM 1 EH DESIGNED BY: CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.GB ��TFCFCAL F���\ ' DA I J CHECKED BY: WLI WEN LL L. A SURU EXP'P-30-11 �-;t U m00 N 19 �J + U� ti N Cn 0o c�i �n W U')u� T COLLARD AVENUE SEE SHEET 2 15 14 EC 54.79 TC;54.29 FL PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 � SCALE: 1 " = 40' 160 1 CONSTRUCTION NOTES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 10 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19962-11 -2 SCALE: CLEMENTINE AVENUE ASSHOWN : STA. 10+00.0070 STA. 18+84.98 NOV. 2016 APPROVED DRAWING NO. 6/8/17 5611 4 CITY ENGINEER R.C.E. 51152 DATE 10 L7M J:\126-2659\street\TR 19962\St04.dwg, 4/26/2017 8:17:19 AM, DWG To PDF.pc3 BENCH MARK: # B-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO�- YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO QFtOFESS/n I wq F 1 Ts�G = G Z 3 No. 36637 c Exp: 06-30-18 * MADOLE 9302 PITTSBURGH AVE., SURE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 gineering Communities for Life FAX: 909.481.6320 DRAWN BY: DM 1 EH DESIGNED BY: CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.GB ��TFCFCAL F���\ ' DA I / SCL CHECKED BY: WLI WEN LL L. A SURU EXP'P-30-11 PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 � SCALE: 1 " = 40' 160 1 CONSTRUCTION NOTES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 10 FOR DETAILS. O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19962-11 -2 SCALE: CLEMENTINE AVENUE ASSHOWN : STA. 10+00.0070 STA. 18+84.98 NOV. 2016 APPROVED DRAWING NO. 6/8/17 5611 4 CITY ENGINEER R.C.E. 51152 DATE 10 L7M J:\126-2659\street\TR 19962\St04.dwg, 4/26/2017 8:17:19 AM, DWG To PDF.pc3