Loading...
HomeMy WebLinkAbout2980-6LO 59 N 114 , I + m to KITTgNS v -15+33 ' Uo / NT ' e� °1 ao W 56 FIRESTONE 5 �G `� 9 0 63 64 P�'1� i �• 60 �0�, 4P �<v 61 6 o x �y�.• N 0)U '��tLx OQ' tx 113 ' 78.07'20" w �� �G 0 �° c 00 2 �,R°, _ 1 N 89-32'15- E 4 �` D 11y 12 J� 8L 0 5 5 'S81G N ~ 112 7' 4 20 2o'+8 n -J�0 + N ' 87 86 85 84 KITTANSETT PLACE N to + CO + CO CV CV 83 �I7. 18 ,^�11 y SHOREACRES LANE SEE RIGHT 10G C4 Co ro PRC CD CONSTRUCTION NOTES F D CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED RD DRM t b .i NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 THESE R' -",'.!M IDP�`.VVINGS HAVE BEEN W, IN PARTF :SOiINFORMATIO'+7F FURNISHDY'0fiERST -11E F �GIN1EI D ® CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 : RESPON�BLEFOR ANY ERROR$OF! MNS`N=CH ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 HAVE 13EE I+esrr Cr D INTO TH C�OCI 1° ^ Rt x.TS AS A RESULT TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION 71 72 & pP 70 82 83 ss TPRC is d o 1D �� os � C, M U rLO r-: of N +m ri com oU s 5 04 cz / sus0 sj 6 00 2 s UF _ N 0'27'38" W �- `Sj 12 H / 8 s �� oo s ss s, g O� �N' O CD ai U 5 00 Cal fr co W �x4� SSS �F 0 co 0 + + a tis of 8 65 'Ol. 67 66 69 SHOREACRES LANE © ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. PER CITY STD. PLAN NOS. 109 & 130. O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. ® INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) O9 INSTALL STREET NAME SIGN PER CITY STD. PL. NO. 139 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 a(;A) STANDARDS IN EFFECT. BENCHMARK: No. 615 BASIS 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 S.B.M. PER R.S. 58/5, WAS USED AS T ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEAf�4NGS FOR THIS ELEVATION: 1467.59 PLAN. 1 NOMAS �o c r No. 62183 Exp: 9-30-05 P C1V1� ERRA LAKES SPECIFIC PLAN I Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, 6TE.107 DRAWN BY: RANCHO CUCAMONGA, CA 91730 SCL SS PHONE OW) 948-1311 DESIGNED BY: SCL Date : 2--L57-c) CHECKED BY: R. .62183 EXP. 9-30-05 R SCL CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT N0. 1609'7 Sas: SHOWN SLIT PU & SHOREACRES LANE DATE: OCT. 2001 1 PWNED BY: ; DRAWING NO.: 6 � � .S• -A 2 - CITY ENGINEER R.C.E. 51152 DATE 2980 9 DELTA/BEARING RADIUS LEN./DIST. TANGENT A 93°38'42" 25.00' 40.86' 26.64' B 86°34'37" 25.00' 37.78' 23.55' C 08°55'02" 318.00' 49.49' 24.80' D 12°20'25 300.00 64.61 32.43' E 07°48'27" 282.00' 38.43' 19.24' F 00°43'29 318.00' 4.02' 2.01' G 24°54'43" 57.00' 24.78' 12.59' H 14'02'55" 300.00' 73.56' 36.96' I 08-06"13" 282.00' 39.88' 19.98' J 73°47'50" 25.00' 32.20' 18.77' K 138°22'44" 58.00' 140.08' 1 152.60' L 73°47'50" 43.00' 55.38' 1 32.28' N to + CO + CO CV CV 83 �I7. 18 ,^�11 y SHOREACRES LANE SEE RIGHT 10G C4 Co ro PRC CD CONSTRUCTION NOTES F D CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED RD DRM t b .i NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 THESE R' -",'.!M IDP�`.VVINGS HAVE BEEN W, IN PARTF :SOiINFORMATIO'+7F FURNISHDY'0fiERST -11E F �GIN1EI D ® CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 : RESPON�BLEFOR ANY ERROR$OF! MNS`N=CH ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 HAVE 13EE I+esrr Cr D INTO TH C�OCI 1° ^ Rt x.TS AS A RESULT TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION 71 72 & pP 70 82 83 ss TPRC is d o 1D �� os � C, M U rLO r-: of N +m ri com oU s 5 04 cz / sus0 sj 6 00 2 s UF _ N 0'27'38" W �- `Sj 12 H / 8 s �� oo s ss s, g O� �N' O CD ai U 5 00 Cal fr co W �x4� SSS �F 0 co 0 + + a tis of 8 65 'Ol. 67 66 69 SHOREACRES LANE © ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE. PER CITY STD. PLAN NOS. 109 & 130. O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 W = PER PLAN. ® INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN NO. 1016 (SCE #7) O9 INSTALL STREET NAME SIGN PER CITY STD. PL. NO. 139 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 a(;A) STANDARDS IN EFFECT. BENCHMARK: No. 615 BASIS 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 S.B.M. PER R.S. 58/5, WAS USED AS T ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEAf�4NGS FOR THIS ELEVATION: 1467.59 PLAN. 1 NOMAS �o c r No. 62183 Exp: 9-30-05 P C1V1� ERRA LAKES SPECIFIC PLAN I Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, 6TE.107 DRAWN BY: RANCHO CUCAMONGA, CA 91730 SCL SS PHONE OW) 948-1311 DESIGNED BY: SCL Date : 2--L57-c) CHECKED BY: R. .62183 EXP. 9-30-05 R SCL CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT N0. 1609'7 Sas: SHOWN SLIT PU & SHOREACRES LANE DATE: OCT. 2001 1 PWNED BY: ; DRAWING NO.: 6 � � .S• -A 2 - CITY ENGINEER R.C.E. 51152 DATE 2980 9