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-eeeeeee�eeeeeee�eeeeeee�eeeeieeeeeee�eeeeeee�eeeeeee�eeeeieeeeeee�eeeeeee.eeeeeee�eeeeieeeeeee�eeeeeee�eeeeeee�eeeeieeeeieeeeieeeeeee�eeeeeee.eeeeeee�eeeeeee�eeeeeee�eeeeieeeeieeeeeee�eeeeeee�eeeeieeeeeee�eeeeeee.eeeeeee�eeeeieeeeieeeeieeeeeee�eeeeieeeeeee� ------- �� ---------- �� ------------------ �� 15+00 TRACT N0.19961-1 41 46 PROP. RM 12 50' 1 3 6T- 6 10 15 `14 2 pp� 14 3 F 3T 4 PROP. RIW I� v J J w 'l LU O O LL LL (n Q rn O U 2 C) CO M `` o co oo h � ( C2 co O C) U J w co r- CN �m U� 9 I I o'er+� +� _�� mH No No O? C)C wC� II II M 68 ~ o o � I II II � o 0 X) o II II I M co 51 ARBORETUM AVENUE BUSHBERRY AVENUE DWG. NO. 5615, SHT. 2 OF 3 SEE SHEET 6 STA. 14+15.00 CL CB RED WILLOW STREET LOCAL DEPRESSION DETAIL SCALE: V=10' 15 " 16+00 SPRUCE COURT SEE SHEET 7 I I 5' 17+00 Curve Table Curve # Delta 8 N 1' 18' 18;.'1 o J coo 090°00'00" vUM w� 30.00 �o�50 o- 30.00 co ~ O H m C3 w +� 39.27 Q0 C6 C4 I 25.00 Curve Table Curve # Delta Radius Length Tangent C1 090°00'00" 30.00 47.12 30.00 C2 090°00'00" 30.00 47.12 30.00 C3 090°00'00" 25.00 39.27 25.00 C4 090°00'00" 25.00 39.27 25.00 C5 090000'00" 25.00 39.27 25.00 C6 090000'00" 25.00 39.27 25.00 TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION 12 v , L 2'57rE ��JJ �` 13 47 51 TRACT N0. Q E01 44) 18+00 "i o V (h N PROP. WATER) 50 \-PROP. SEWER 52 RED WILLOW STREET DATE I ENGR. I CITY I DATE All 47 PROP. RM D G61MIII1 19 20+00 J L.L 9 M 6 00 U � 1 20' LU `"' 46�__06 �0 0,�0m00 J + rn �co 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. W 55 J OfLL. J U � U_ mCC5 M o ti LO U CO Of CO rn � U w Lu 1` G� 10 16+49.86 CEDAR VIEW LN. =17+06.83 APPLEWOOD AVE. 4�1 APPLEWOOD AVENUE SEE SHEET 8 E 7 = PROFILE HORIZ 1"= 40' VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 40 80 120 1 CD 07 II CONSTRUCTION NOTES O U J z w m o� COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). w O W d ) Of Cn 00 O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. n M o QQ O +c> Co.o CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. 47 51 TRACT N0. Q E01 44) 18+00 "i o V (h N PROP. WATER) 50 \-PROP. SEWER 52 RED WILLOW STREET DATE I ENGR. I CITY I DATE All 47 PROP. RM D G61MIII1 19 20+00 J L.L 9 M 6 00 U � 1 20' LU `"' 46�__06 �0 0,�0m00 J + rn �co 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. W 55 J OfLL. J U � U_ mCC5 M o ti LO U CO Of CO rn � U w Lu 1` G� 10 16+49.86 CEDAR VIEW LN. =17+06.83 APPLEWOOD AVE. 4�1 APPLEWOOD AVENUE SEE SHEET 8 E 7 = PROFILE HORIZ 1"= 40' VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 40 80 120 1 CD BASIS OF BEARINGS: II CONSTRUCTION NOTES =1O # 6-7. CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). w O 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. AS N 01°10'30" W WAS USED AS THE BASIS O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. n O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16') QQ O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. �+ CITY OF FONTANA, CALIFORNIA SEE SHEET 10 FOR DETAILS. SS/wq F O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. IN-TRACT STREET IMPROVEMENT PLANS O INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. W= G Z 3 C m 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE No. 36637 RANCHO CUCAMONGA, CA. 91730 CITY ENGINEER. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 Exp: 06-30-18 14 S REMOVE EXIST. BARRICADE DESIGNED BY: 15 APPLY DOUBLE YELLOW STRIPE PER DETAIL 22. 16 APPLY 12" WHITE LIMIT LINE 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 ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP. PREPARED UNDER THE SUPERVISION OF: �+ CITY OF FONTANA, CALIFORNIA SS/wq F IN-TRACT STREET IMPROVEMENT PLANS W= G Z 3 C m MA D O L E 8302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT N 0. 19961 & 19961-1 SCALE: No. 36637 RANCHO CUCAMONGA, CA. 91730 DM AS SHOWN Exp: 06-30-18 PHONE: W9.481.6322 En ineering Communities for Li f FAX 909.481.6320 RED WILLOW STREET DESIGNED BY: DATE: GB I SCL STA. 10+00.00 STA. 19+94.50 JAN. 2017 V ��Q TFOFCAL\F.DA I1 CHECKED BY: APPRO_ VE Y: DRAWING NO. 4 WENDE L L. A S U EXP 6-30 18 WLI 6/8/17 5607 9 CITY ENGINEER R.C.E. 51152 DATE