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SEE DWG NO s4,98 I � i � I I I I I � I I I I I I I 1P C1 ¢I I d 23.31' OI 7'13'28" z 40.60' 20.33' C3 89'29'25" 30.00' 46.86' 29.73' �zrvo I I 278.00' I LLJ!5 C5 90, 00' 00" 30.00' UJ °° 30.00' O I O 47.12' O N I 0 0 � I 39.27' 25.00' ELDER WAY Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 75° 42'04" 30.00' 39.64' 23.31' C2 7'13'28" 322.00' 40.60' 20.33' C3 89'29'25" 30.00' 46.86' 29.73' C4 4° 49'23" 278.00' 23.40' 11.71' C5 90, 00' 00" 30.00' 47.12' 30.00' C6 90° 00' 00" 30.00' 47.12' 30.00' C7 90° 00' 00" 25.00' 39.27' 25.00' C8 90° 00' 00" 25.00' 39.27' 25.00' C9 29'28'01" 110.00' 56.57' 28.93' C10 209° 28' 01" 40.00' 146.24' 152.11' C12 15'02'49" 300.00' 78.79' 39.62' Line Table LINE BEARING LENGTH L1 N29°47'28"W 50.00' 1765 10+00 DEER GRASS DRIVE SEE SHEET 13 1 I II I I IA I I 11+00 12+00 ARBORETUM AVENUE SEE DWG. NO. 5615, SHT. 2 OF 3 TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 16 APPLY 50' DOUBLE YELLOW STRIPE PER DETAIL 22. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1760 CL 1755 CL Z I aL LJ W W U O LL O p M 0 � p p LC7 O O �N O+ O CD 4 L-2.6?0 PROP. FS AT CLQ L=39:27' O.C. Ll4 L/4 = _ m p� - o O (13; CR - ti LoLf-) Lr) L - LLo O TR= -1.18% BLUE IRIS STREET SEE SHEET 6 78 10+00.00 FLORA CT. = 17+76.30 BLUE IRIS 77 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �i N ti CD 11+00 U N N f U O N N M 2 U W O a N � ti C L(1 + � SCALE: 1 " = 40' L/2=73.12' V.C. O.C. P4.20 48.12' 25' C-, LO N CV W M 0.50%° U I' LU Y!lYYI�YY RED WILLOW STREET TR. CONSTRUCTION NOTES: W p co 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O2 TO 95%. (SEE GENERAL NOTES 31 & 32). CONSTRUCT 6" CF P.C.C. CURB &GUTTER PER CITY STD. PLAN N0. 1000. O INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. L () 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1003. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 4O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0. 1006. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0.6001 O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') 14 REMOVE EXIST. BARRICADE O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. U oUw M + 3003. SEE SHEET 14 FOR DETAILS. 15 APPLY 12" WHITE LIMIT LINE TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 16 APPLY 50' DOUBLE YELLOW STRIPE PER DETAIL 22. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1760 CL 1755 CL Z I aL LJ W W U O LL O p M 0 � p p LC7 O O �N O+ O CD 4 L-2.6?0 PROP. FS AT CLQ L=39:27' O.C. Ll4 L/4 = _ m p� - o O (13; CR - ti LoLf-) Lr) L - LLo O TR= -1.18% BLUE IRIS STREET SEE SHEET 6 78 10+00.00 FLORA CT. = 17+76.30 BLUE IRIS 77 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 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �i N ti CD 11+00 U N N f U O N N M 2 U W O a N � ti C L(1 + � SCALE: 1 " = 40' L/2=73.12' V.C. O.C. P4.20 48.12' 25' C-, LO N CV W M 0.50%° U I' LU Y!lYYI�YY J 4 TR. YY!! W p co • www i��ww■rlw■.■■w■J■E i • !!! Y!! co m N L () TR. N0. 20 M= CN CD 11i12 LO t� �ry W cN- c�0 U oUw M + !Y■■�1�7 N YYYY -IVY- I !=MlY Y �YYYYYY -Y!!Y�•!Y Yi !!� ■■■IY !- ■■■IY wII -1Y!/� Y! YYYYY YYYYY It T9EM ,� 1rI t�� ■J•� ! YY I ■■■1�!lYY� ■■■IY!!YY wwwl!!!!w■iY�'�ly ! 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ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA v �F �Ts2� rr IN -TRACT STREET IMPROVEMENT PLANS 3 = G 2 MA D O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19960, -27 -3 SCALE: No. 36637 c RANCHO CUCAMONGA, CA. 91730 JM/EH AS SHOWN PHONE=909.481.6322 ELDER WAY -STA. 8+04.26 TO STA. 9+27.12, k Exp: 06-30-18 * E ineering Communities for Life FAX= 909.481.6320 DESIGNED BY: RED WILLOW STREET -STA. 10+00.00 TO 10+10.00 DATE: C/v�\_ Q GB/SCL AND FLORA COURT-5TA.10+00.0 TO 12+49.61 NOV. 2016 TFOFCAL\F0,1, �G1JL DA I CHECKED BY: APPROVED °`/' DRAWING N0. 10 WEND LL L. 1WATS0RU EXP. -30-1 MLI 6/8/17 5603 15 CITY ENGINEER R.C.E. 51152 DATE 0 rn rn V) z n z w w > O a_ w w N U I z O N I N �a J:\126-2659\street\TR 19960\ST10.dwg, 4/25/2017 1:33:01 PM, DWG To PDF.pc3 J 4 PROP. R/W U U_ M U OR W CO L M TR. N0. 19960-3 CD 11i12 LO t� �ry W cN- c�0 FLORA COURT 11 BENCH MARK: # 6-7 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 3519 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: CITY OF FONTANA, CALIFORNIA v �F �Ts2� rr IN -TRACT STREET IMPROVEMENT PLANS 3 = G 2 MA D O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19960, -27 -3 SCALE: No. 36637 c RANCHO CUCAMONGA, CA. 91730 JM/EH AS SHOWN PHONE=909.481.6322 ELDER WAY -STA. 8+04.26 TO STA. 9+27.12, k Exp: 06-30-18 * E ineering Communities for Life FAX= 909.481.6320 DESIGNED BY: RED WILLOW STREET -STA. 10+00.00 TO 10+10.00 DATE: C/v�\_ Q GB/SCL AND FLORA COURT-5TA.10+00.0 TO 12+49.61 NOV. 2016 TFOFCAL\F0,1, �G1JL DA I CHECKED BY: APPROVED °`/' DRAWING N0. 10 WEND LL L. 1WATS0RU EXP. -30-1 MLI 6/8/17 5603 15 CITY ENGINEER R.C.E. 51152 DATE 0 rn rn V) z n z w w > O a_ w w N U I z O N I N �a J:\126-2659\street\TR 19960\ST10.dwg, 4/25/2017 1:33:01 PM, DWG To PDF.pc3