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HomeMy WebLinkAbout2980-7FIRESTONE DRIVE SEE SHT. No. 2 � I � I i 109 , I '0 78 +m � � O \tK' 9 108 OAKMONT LN. 10+00.00 cl INT. =12+65.21 FIRESTONE DR. 107 106 79 m 2 ° hP x N 89' 32' 15" E - 101) Iv U44 DELTA/BEARING RADIUS LEN./DIST. TANGENT M �G 25.00' �"N m B + w 20' 7 o ml SHOREACRES LANE SEE SHT. No. 6 5b' I ' 18' ° 18' 7 law x� C � 82 °� ° � W Q + +m N69 i O.\h�G GRO.NN o 3 F D sT 70 0 m x'O + 04 �2 a 72 71 y0��,� Fs OAKMONT LANE CONSTRUCTION NOTES a . O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED COR RA I " u NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) FAmRESULT ©!?RAWING: HAG BEENr O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 PAR ` � -r';v95�� rf �ATIpNG O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 IISHEDBYOTHERS.�`I�sEENGINEERWLL,F W=PER PLAN MODIFIED TO 8' WIDE. ON ray E FOP AN1 l ERRORS OR OMISSIONS mlf 'l� ICOI?PGRATE INTO THE DOC' -NTS AS ®CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 TNF:,RF _° O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 DELTA/BEARING RADIUS LEN./DIST. TANGENT A 5 25.00' 39.99' m B 93°21'32" 25.00' 40.74' r- M C 76 75 74 73 N D 24'54'42" 57.00' 24.78' 12.59' SHOREACRES LANE SEE SHT. No. 6 5b' I ' 18' ° 18' 7 law x� C � 82 °� ° � W Q + +m N69 i O.\h�G GRO.NN o 3 F D sT 70 0 m x'O + 04 �2 a 72 71 y0��,� Fs OAKMONT LANE CONSTRUCTION NOTES a . O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED COR RA I " u NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) FAmRESULT ©!?RAWING: HAG BEENr O CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 PAR ` � -r';v95�� rf �ATIpNG O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 IISHEDBYOTHERS.�`I�sEENGINEERWLL,F W=PER PLAN MODIFIED TO 8' WIDE. ON ray E FOP AN1 l ERRORS OR OMISSIONS mlf 'l� ICOI?PGRATE INTO THE DOC' -NTS AS ®CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 TNF:,RF _° O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 J TOLL FREE o1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FIRESTONE DRIVE SEE SHT. No. 2 DELTA/BEARING RADIUS LEN./DIST. TANGENT A 91'39'03" 25.00' 39.99' 25.73' B 93°21'32" 25.00' 40.74' 26.51' C 00'42.'58" 318.00' 3.98' 1.99' D 24'54'42" 57.00' 24.78' 12.59' E 08'05'49" 282.00' 39.85' 19.96' 14°02' 18" 300.00' 73.50' 36.94' G R1F 73'45'30" 25.00' 32.18' 18.76' H 138`20'37" 58.00' 1 140.04' 1 152.46' 73°45'30" 43.00' 1 55.36' 1 32.26' J TOLL FREE o1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FIRESTONE DRIVE SEE SHT. No. 2 � r I I I I*T{ DO 14+Wr © ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. PER CITY STD. PLAN NOS. 109 & 130. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. @8 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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. 0 U ivi Ej fl, 0 r -j 1 rJL1-1VJLJ BENCH MARK: No. 615 [HE ASIS OF BEARINGS RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., AVE., IN POWER POLE NO. 9011 E .B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. BASIS OF BEARINGS FOR THIS ELEVATION: 1467.59 PLAN. SI 0 d - _II w J a U V) Z a J a w W to ERRA LAKES SPECIFIC PLAN 1, Prepared Under The Supervision Of DQROMMAA/�� PREPARED IN THE OFFICE OF �N S 15.1 � MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, SM. 107 DRAWN BY - No. 62183 m RANCHO CUCAMONGA, CA 91730 SCL SS Exp: 9-30-05 PHONE (909) 948-1311 DESIGNED BY: TF C 1 V 1 \- O��\P 2 •ts-O ti BYL OFCAL\F Date CHECKED RC.E. 6 EXP. 9-30-05 PC S CITY OF FONTANA, CALIFORNIA Q STREET IMPROVEMENT PLANS TRACT N0. 16097 SAS SHOWN OAKMONT LANE SOMERSET PLACE DATE: OCT. 200104 u; AP RO DRAWING NO.:00 r3 S- a C TY ENGINEER R.C.E. 51152 DATE 2980 9 -' AM DELTA/BEARING RADIUS LEN./DIST. TANGENT A 132-14'49" 58.00' 133.87' 131.03' rp-1 71'17'49 " 25.00' 31.1 1 ' 17.93' C 29'35'31 " 57.00' 29.44' 15.09' D 54°37'24" 1 57.00 1 54.34' 1 29.43' ITET 234'37'24" 1 38.00' 1 155.61' � r I I I I*T{ DO 14+Wr © ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. PER CITY STD. PLAN NOS. 109 & 130. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. @8 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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. 0 U ivi Ej fl, 0 r -j 1 rJL1-1VJLJ BENCH MARK: No. 615 [HE ASIS OF BEARINGS RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., AVE., IN POWER POLE NO. 9011 E .B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. BASIS OF BEARINGS FOR THIS ELEVATION: 1467.59 PLAN. SI 0 d - _II w J a U V) Z a J a w W to ERRA LAKES SPECIFIC PLAN 1, Prepared Under The Supervision Of DQROMMAA/�� PREPARED IN THE OFFICE OF �N S 15.1 � MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, SM. 107 DRAWN BY - No. 62183 m RANCHO CUCAMONGA, CA 91730 SCL SS Exp: 9-30-05 PHONE (909) 948-1311 DESIGNED BY: TF C 1 V 1 \- O��\P 2 •ts-O ti BYL OFCAL\F Date CHECKED RC.E. 6 EXP. 9-30-05 PC S CITY OF FONTANA, CALIFORNIA Q STREET IMPROVEMENT PLANS TRACT N0. 16097 SAS SHOWN OAKMONT LANE SOMERSET PLACE DATE: OCT. 200104 u; AP RO DRAWING NO.:00 r3 S- a C TY ENGINEER R.C.E. 51152 DATE 2980 9 -' AM