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HomeMy WebLinkAbout5603-711111111 l XAAI11 111154 EC�CC�� .CC. 50°'V.C.I m L=39.27 - P.I.=44.83 U� O.C. L/4 -�� U > w L 21, L/4 Ll4 L/4 w o o CD J Lo co o 0 0.656% ❑o C, C,-� o 70% m J O cn(, O o Cq II ods �Z o CO -;1- -1- L=39.27.., m � 10. C. L/4 U -_ L=39.27 O`V I! � 0 L/4 0 QD L/4 /4 L/4 L/4 L/4 Of Ll4 130 en 00 LO �m N e17 T R=-2.94%LTR=2.94% AGAVE AVENUE P.I.=53,38.40' 3~ eeeeeeeee.eeeeeeeee.eeeeeeeee�eeeeeeeee.eeeeeeee. eeeeieeeeeeeee.eeeeeeeee.eeeeeeeee. eeeeeeeee.eeeeeeeee�eeeeeeeee.eeeeeeee. eeeeeeee.eeeeeeeee.eeeeeeeee� eeeeeeeee.eeeeeeeee�eeeeeeeee.eeeeeeeee.eeeeeeeee�eeeeeeeee.eeeeeeeee�eeeeeeeee.eeeeeeeee.eeeeeeeee.eeeeeeeee.eeeeeeeee�eeeeee.-rem eeeeeeeee�eeeeeeeee.eeeeeeeee.e eeeeeeeee�eeeeeeeee�eeeeeeeee�eeeeeeee. eeeeeeee.eeeeeeeee�eeeeeeeee.� eeeeeeeee�eeeeeeeee�eeeeeeeee�eeeeeeee. eeeeeeee.eeeeeeeee.eeeeeeweeeeeeee.eeeeeeeee�eeeeeeeee�eeeeeeeee�eeeeeeeee� eeeeeeeee�eeeeeeeee�eeeeeeeee�eeeeeeeee�eeeeeeeee�eeeeeeeee.eeeeeeeee.eeeeeeeee�eeeeeeN e-aeeeeeeeee�eeeeeeeee� e 00o cel U SEE SHEET 2 �_ Co L/4 u Ll4 L/4 L/4 ro wo 2 dr LO gyri o -:rc�a � 'n o CO en en EC�CC�� .CC. 50°'V.C.I m L=39.27 - P.I.=44.83 U� O.C. L/4 -�� U > w L 21, L/4 Ll4 L/4 w o o CD J Lo co o 0 0.656% ❑o C, C,-� o 70% m J O cn(, O o Cq II ods �Z o CO -;1- -1- L=39.27.., m � 10. C. L/4 U -_ L=39.27 O`V I! � 0 L/4 0 QD L/4 /4 L/4 L/4 L/4 Of Ll4 130 en 00 LO �m N e17 T R=-2.94%LTR=2.94% AGAVE AVENUE P.I.=53,38.40' 3~ 50' V.C. L=19.20' > � a.C. 00o cel U SEE SHEET 2 �_ Co L/4 u Ll4 L/4 L/4 ro m f 2 dr LO gyri o -:rc�a � 'n o CO en en J LL PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO j,,��TR 2 IN -TRACT STREET IMPROVEMENT PLANS PROP. R/W 4 > _ J � =O SG m QTR= DRAWN BY: TRACT NO. 19960-1 SCALE: r 3 No. 36637 C ; RANCHO CUCAMON CA.1.6322 JM/EH J U rn : 9 PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 m DESIGNED BY: DATE: C� � C / ��Q I GB / SCL STA. 10+00.00 STA, 19+95.54 NOV. 2016 o APPROVED J CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TF o`� CF 2 VI DAT ! 7 CALF WLI 6�8�17 I � � Ow LL L. IWATSUR EXP.6p'0-j8 J U Oo � CITY ENGINEER R.C.E. 51152 DATE 9 00 } 20' 20" 1' L~ o w __j 50 F 49 m 48 47 46 45 I 44 43 42 �CDlzc-5 ti J -1 t co U I = w TR. NO. 19960 -1 I � Q J In 27 5 _ 29 30 9 ~ m J 33 34 o I 20' WIDE o C-0 o w U o wcz; S.D. EASEMENT M o 3 W� o�� �� 0_11 PROP. R/W-, II 10+00.00 ORCHARD ST. =12+40.00 AGAVE AVE. 4 rk� 11 5 0 12 1 13 12 2 1 1 7 TYP 2 1 N "' 3 11 14 PROP. WATER - - - - + o - �N 89°40'33" E - - ��� 6 3 7 2 11 N �� PROP. SEWER TS Curve Table Curve # Delta Radius Length Tangent AGAVE AVENUE SEE SHEET 2 Line Table Line # Length Direction DATE PALM WAY SEE SHEET 8 1600 41 PROP. S.D.- 6 13 of m a' PROP. WQMP 73Lco v vo STORM DRAIN LO tLq 0-) N LO � e II CONSTRUCTION NOTES R (SONSTRUCT 4" AC EE GENERAL NOTES 31NENT & 32)(MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. 8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. ORCHARD STREET O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000. Og INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003. IS INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.1002. (W=16') 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. 14 REMOVE EXIST. BARRICADE SEE SHEET 11 FOR DETAILS. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE A � TOLL FREE $11 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 419 11 0 17N c'7 toO PROP. SEWER N zz:,-} 0 1800 37 V C. -r - P.I.=53,38.40' 3~ 50' V.C. L=19.20' > � a.C. 00o cel U 0 Q LA -3 �_ Co L/4 u Ll4 L/4 L/4 ro m f mLO dr LO gyri o -:rc�a � 'n o CO en en J LL PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO j,,��TR 2 IN -TRACT STREET IMPROVEMENT PLANS PROP. R/W 4 > _ J � =O SG m QTR= DRAWN BY: TRACT NO. 19960-1 SCALE: r 3 No. 36637 C ; RANCHO CUCAMON CA.1.6322 JM/EH J U rn : 9 PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 m DESIGNED BY: DATE: C� � C / ��Q I GB / SCL STA. 10+00.00 STA, 19+95.54 NOV. 2016 o APPROVED J CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TF o`� CF 2 VI DAT ! 7 CALF WLI 6�8�17 5603 N Ow LL L. IWATSUR EXP.6p'0-j8 J U Oo � CITY ENGINEER R.C.E. 51152 DATE Om 00 } 20' 20" 1' L~ o w F �CDlzc-5 TR. NO. 19960 -1 t co U In 27 28 _ 29 30 9 3132 33 34 w Curve Table Curve # Delta Radius Length Tangent AGAVE AVENUE SEE SHEET 2 Line Table Line # Length Direction DATE PALM WAY SEE SHEET 8 1600 41 PROP. S.D.- 6 13 of m a' PROP. WQMP 73Lco v vo STORM DRAIN LO tLq 0-) N LO � e II CONSTRUCTION NOTES R (SONSTRUCT 4" AC EE GENERAL NOTES 31NENT & 32)(MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. 8 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. ORCHARD STREET O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000. Og INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003. IS INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.1002. (W=16') 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. 14 REMOVE EXIST. BARRICADE SEE SHEET 11 FOR DETAILS. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE A � TOLL FREE $11 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 419 11 0 17N c'7 toO PROP. SEWER N zz:,-} 0 1800 37 V C. -r - P.I.=53,38.40' 3~ 50' V.C. L=19.20' > � a.C. 00o cel U 0 Q LA -3 �_ Co L/4 u Ll4 L/4 L/4 ro m f � > N W + M W 00 p� - 19 OC 36 I - L=39.27' 50' V.C. An 0.345' 0. C. C) I 25 CO m M 0 Q LA -3 °0 L/4 u Ll4 L/4 L/4 ro m f mLO dr LO gyri o -:rc�a � 'n o CO en en en PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO j,,��TR IN -TRACT STREET IMPROVEMENT PLANS ��°�� I:E­TLU U a CO u; L=70.69' ALONG TAN.= 42.71' U m .502% L=115.19' 0.0 f pnwN I INF 50' V.C. An 0.345' -.. _ 50' V.C. C) I 25 CO m M 0 Q LA -3 °0 P.I.=54.37 Qc o U1-�o U c::;�w mLO Uo 0a = DO CD „ 2;i F' "'LO 25 PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO F IN -TRACT STREET IMPROVEMENT PLANS ��°�� I:E­TLU U a CO u; > _ YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT =O SG m QTR= TAN.= 42.71' U m .502% L=115.19' 0.0 35 50' V.C. P.I.=53.91 32.595' 21 C) I 25 CO m M 0 Q LA -3 20+00 OAK MOSS AVENUE SEE SHEET 12 n 9 _ 1 18 TYP 2 g PROP. WATER T PROP. S.D. 2 3 13 11 11 i C=)LU w OAK GROVE PARK ti co LOT "A", TR. 19962-1 PROP. R/WJ 00 L.L LL � 67 N I /m 35 BASIS OF BEARINGS: J SAN BERNARDINO COUNTY BENCHMARK # 6-7. W �N U °0 w Qc o U1-�o AS N 01'10'30" W WAS USED AS THE BASIS c::;�w mLO OF BEARINGS FOR THIS MAP. F' LO CO PREPARED UNDER THE SUPERVISION OF: 9 _ 1 18 TYP 2 g PROP. WATER T PROP. S.D. 2 3 13 11 11 i C=)LU w OAK GROVE PARK ti co LOT "A", TR. 19962-1 PROP. R/WJ 00 L.L LL � 67 N I /m BENCH MARK: # B-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. M �N °0 w Qc �� m AS N 01'10'30" W WAS USED AS THE BASIS W � Q M co Q C) CD � Q OO 0 0 Lr) C:) � O II PROFILE HORIZ 1"= 40' VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 40 80 1 TR. N0. 19960-3 EC 6. 55.00TC;54.50FL 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: CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO QFtOFESS/n lwq F� IN -TRACT STREET IMPROVEMENT PLANS ��°�� YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT =O SG m MADOLE 9302 PITTSBURGH AVE., SURE 230 DRAWN BY: TRACT NO. 19960-1 SCALE: r 3 No. 36637 C ; RANCHO CUCAMON CA.1.6322 JM/EH AS SHOWN MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO {r Exp: 06-30-18 � : 9 PHONE 909.481.6322 Engineering Communities for Life FAX 909.481.6320 ORCHARD STREET DESIGNED BY: DATE: � C / ��Q I GB / SCL STA. 10+00.00 STA, 19+95.54 NOV. 2016 CHECKED BY: APPROVED DRAWING N0. CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TF o`� CF 2 VI DAT ! 7 CALF WLI 6�8�17 5603 7 15 WEND LL L. IWATSUR EXP.6p'0-j8 CITY ENGINEER R.C.E. 51152 DATE