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HomeMy WebLinkAbout5603-8L=115.19' O.C. ' 50' VC 32.595' P.I.=37.40 25' CID co 0 25 c� - 1740 "' m M U ti W ,2:38% M A __ ________!96•}'x______ % L=39.27' ]RA O.C. 50' V.C. f L/4 PROP. TOP t L/4 L/4 LA Wri EAST CURB C=) C4 C,4 Q_CO, w -:*- � 25' % ' L=70.69' ALONG -� CROWN LINE ]RA TAN= 42.71' 50' V.C. f m PROP. TOP t P.I.=42.50 0. C. EAST CURB 17 _ w CD � � 25' P.I.=42.35 c, 25' 32.595' U rn U W M 25' C,4U M ; 236°I° N j V N 2.36°)0 U N ., C TAN.= 42.71' L=115.19' O.C. 50' V.C. P.I.=42.35 32.595' 32.1595' 25 25' w M U mEnUrn `r i O U �v j N Urn > O i-- C 4 m� m� �� 2361° 0.67% - 58.54' 15+00 AGAVE AVENUE DATE PALM WAY SEE SHEET 2 SEE AT RIGHT Curve Table Line Table Curve # Delta Radius Length TTangent Line # Length Direction TOPIARY LANE CONSTRUCTION NOTES O 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. O4 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 11 FOR DETAILS. TOLL FRE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. O INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404. 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 REVISION DESCRIPTION DATE I ENGR. I CITY I DATE ar� L=39.27' O.C. L/4 LA L/4 L/4 m 0 0 �_ LO W N O C-,] M V TR=1.00% L=70.69' ALONG CROWN LINE 10.345' 50' V.C. P.I.=42.50 U co C'� 251 c� TR=1.00% EX CSD. AT ew 10.345' oI o � U o o W 10+00 PROP. FS AT CL C 38.40' V.C. ]RA TAN= 42.71' L=115.19' O.C. L=19.20' PROP. TOP t Ll4 L/4 0. C. EAST CURB 17 _ 50' V.C. co Of 32.595' 25' P.I.=42.35 c, 25' 32.595' U rn U W M ` ; 236°I° 00 N 2.36°)0 U N 0.67% C I 10+00 PROP. FS AT CL C 38.40' V.C. ]RA P.I.=45.17 O.C. L=19.20' PROP. TOP t Ll4 L/4 0. C. EAST CURB 17 � w °°M J co Of U tiff o LQ m �' ti O v N Um TI NO. 19960-1 1� � SCALE: 1 " = 40' LIT 11 PROP. WATER 1 1 12 `"' N PROP. S.D. NO -1 9'27" W 1 0 2 TOPIARY LANE 0 0 0 c O.C. 0 0 SEE AT LEFT Ll4 L/4 c:> � C.) 17 m J co Of V o LQ Ln 9 19 34 rn N U_ U o TI NO. 19960-1 1� U N 43 C w ---r o� L� o PROP. RIW BC O4 1 t1.96TC;41.46FL J-. LIT 11 PROP. WATER 1 1 12 `"' N PROP. S.D. NO -1 9'27" W 1 0 2 - m c� L=39.27' 0 0 0 c O.C. 0 0 06 0 Ll4 L/4 c:> � C.) L/4 LA m J co Of V o LQ Ln � � rn N r61 0 I v - m c� 7 0 0 0 c 0 0 06 0 c:> � CV CN U_ J Lu or. 13' Of V TR -1.1 PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 A-1041ONE 01&1 W4:111 SEE SHEET I 7 J 60' 3 0 co 1 20' 20' 10, CN U_ J Lu or. 13' Of V o m U � � N r61 0 I w co co v LOT "A" (OAK GROVE PARK) o � 1� U N 43 C 10+00.00 DATE PALM10+00.00 DATE PALM WAY =15+13.60 TOPIARY LANE -J U_ J U_ Of V _ U U � w co co v LOT "A" (OAK GROVE PARK) o � v N o U N 4- o-4 TR. NO. 19962-1 0 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. DATE PALM WAY 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' z��� No. 36637 Exp: 06-30-18 911CIV1� PREPARED UNDER THE SUPERVISION OF: �rMA D O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: RANCHO CUCAMONGA, CA. 91730 JM/EH PHONE: 909.481.6322 ngineering Communities for Life FAX: 909.481.6320 DESIGNED BY: GB/SCL I.� DAIII4wil CHECKED BY: WEND LL L. IWAT URU EXP. 30-1 t WLI 12+40.00 DATE PALM WAY =15+13.60 ORCHARD ST. ORCHARD STREET SEE SHEET 7 160 CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19960-1 SCALE: AS SHOWN TOPIARY LANE STA. 10+00.00 TO STA. 15+13.60 DATE: DATE PALM WAY STA. 1 +00.00 TO STA. 12+40.00 NOV. 2016 APPROVED>3YDRAWING NO. _ 6/8/17 5603 8 CITY ENGINEER R.C.E. 51152 DATE 15 L7J J:\126-2659\street\TR 19960\ST08.dwg, 4/25/2017 10:09:39 AM, DWG To PDF.pc3