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HomeMy WebLinkAbout4812-11SEE SHEET 4 FOR DEMOLITION PLAN BASIS OF BEARING THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD BEING N 89-28-58.00 E, AS SHOWN ON PARCEL MAP 12433, P.M.B. 16515— 36 0. R. J V BENCHUARK ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE FOLLOWING CITY OF FONTANA BENCH MARKS: NAME NGVD 29 ELEV. [FT.) 586 114 0.951 438 114 0.418 MARYGOLD AVENUE TOIL FREE 1-800-227-2600 A PUBLIC SERVICE BY LWERGRMW SERVICE ALERT J iiv.� I �wmuv i - LL_ N 000 D I� m ■ ■ ■ CONSULTING SHOULD CONSTRUCTION OF THE REQUIRED Q�p�ESSIpN9l IMPROVEMENTS NOT COMMENCE WITHIN TWO cq� Fye YEARS OF THE DATE OF APPROVAL SHOWN HEREONrrn AND CARRIED FORTH IN A DILIGENT MANNER, THE mayy~ No. 40565 CITY ENGINEER MAY REQUIRE REVISIONS TO THE T Exp 3-31-2013 PLANS TO BRING THEM INTO CONFORMANCE WITH Jr' j /FO��\� F OF C A�-� STANDARDS IN EFFECT. NOTE ** DENOTES AN ONSITE IMPROVEMENT PER SEPARATE PERMIT SIDEWALK FS PER PLAN 6" THICK MARYGOLD AVENUE SCALE: AS SHOWN PLA" PROFILE DATE: 10/12/09 D B � DRAWING NO.: 1 1 • DATE/. � '/C— CI ENGINEER R.C.E. 51152 ' 6" EXTRA PCC DEPTH DEEPENED EDGE DETAIL NOT TO SCALE BCR 1139.1.2..: ,C 11,39.62 FL 1_1°39 26 FS - 170 HERE 9.31S 113..,\36 FS 11;',`37 FS 1139,42 FS 10 R/W*FENCE PER SEPERATE ION—SITE LANDSCAPE i ARCHITECTS PLAN* *TEMPORARY 12" WIDE IBY 6" THICK PCC 12" AWAY FROM SIDEWALK FS=1139.00* M 10" 1139.13 TC 1138.63 FS 1138 .Z3------- TC/FS O" CE_ 1138.79 0" CF TC FS 0" CF SSD @ 40MPH - :.1139.40 TC 1138.90 FL ECR �1139.45 TC 1138.95 FL *FENCE* / 11.39.. 60 FS *1139.00 FS* *1139.00 FS* *PCC SLAB* *PCC SLAB* DEEPEN EDGE OF �—SIDEWALK PER � DETAIL HEREON x-139.50 TC D CURB RETURN ACCESS RAMP DETAIL SCALE: 1" = 10' 11 38 .-96 T C 1139.24- FS \ 1139.23 FS 1138.65 1138.71 TC FL 0'"r.:: 1139.29 FS_ ... -8 1139.36_x'— :— --� 1138.86 FL 1139.37 TC o 1138.87 FL 000 i� 1138.71 TC JOIN EX. Cot C 1138.84 FS 1138.21 FL ° a 1138.96 FS c SSD" @ 40MPH s � � r . r - 5.�. 129.14 FS PLANTINGD LANDSCAP ^ \FROM ARCHITEC � 1139.34 FS . j 7 PROF/LESCALE.- 1139.49 FS HOR/Z.• 1'-20' VERT f"=4' CURB RETURN ACCESS RAMP DETAIL SCALE: 1" = 10' STREET CONSTRUCTION NOTES Q) CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH PER PLAN 5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403, W=8', CROSS—SECTION MODIFIED PER PLAN © CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.PLAN NO. 1003, LENGTH PER PLAN. 10 SAWCUT ASPHALT PAVEMENT, CURB AND GUTTER, OR PCC FLATWORK 14 JOIN EXISTING IMPROVEMENTS 15 INSTALL 3" MIN. AC OVER 6" A.B. 17 INSTALL 4.5" MIN. AC OVER 12" MINIMUM 95% COMPACTED NATIVE SUBGRADE 55 RELOCATE GAT 0 ON—SITE PER ON—SITE PLAN 56 RELOCATE SIGN TO ON—SITE PER ON—SITE PLAN LINE/CURVE DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT 1 N89021'12"E -- 45.10' -- 2 N89020'16"E -- 34.99' -- 3 90°39'44" 19.50' 31.65' 19.73' 4 N00O00'00"W -- 2.52' -- 5 10045'43" 14.50' 2.72' 1.37' 6 N00°00'00"E PAN S ADDED—ROTES 55 & 561 'FNIANINK01 I'll I w2i I'm 611 R -- mm� 89°27'31" mm 31.23' REMSION DESCRIPTION J iiv.� I �wmuv i - LL_ N 000 D I� m ■ ■ ■ CONSULTING SHOULD CONSTRUCTION OF THE REQUIRED Q�p�ESSIpN9l IMPROVEMENTS NOT COMMENCE WITHIN TWO cq� Fye YEARS OF THE DATE OF APPROVAL SHOWN HEREONrrn AND CARRIED FORTH IN A DILIGENT MANNER, THE mayy~ No. 40565 CITY ENGINEER MAY REQUIRE REVISIONS TO THE T Exp 3-31-2013 PLANS TO BRING THEM INTO CONFORMANCE WITH Jr' j /FO��\� F OF C A�-� STANDARDS IN EFFECT. NOTE ** DENOTES AN ONSITE IMPROVEMENT PER SEPARATE PERMIT SIDEWALK FS PER PLAN 6" THICK MARYGOLD AVENUE SCALE: AS SHOWN PLA" PROFILE DATE: 10/12/09 D B � DRAWING NO.: 1 1 • DATE/. � '/C— CI ENGINEER R.C.E. 51152 ' 6" EXTRA PCC DEPTH DEEPENED EDGE DETAIL NOT TO SCALE BCR 1139.1.2..: ,C 11,39.62 FL 1_1°39 26 FS - 170 HERE 9.31S 113..,\36 FS 11;',`37 FS 1139,42 FS 10 R/W*FENCE PER SEPERATE ION—SITE LANDSCAPE i ARCHITECTS PLAN* *TEMPORARY 12" WIDE IBY 6" THICK PCC 12" AWAY FROM SIDEWALK FS=1139.00* M 10" 1139.13 TC 1138.63 FS 1138 .Z3------- TC/FS O" CE_ 1138.79 0" CF TC FS 0" CF SSD @ 40MPH - :.1139.40 TC 1138.90 FL ECR �1139.45 TC 1138.95 FL *FENCE* / 11.39.. 60 FS *1139.00 FS* *1139.00 FS* *PCC SLAB* *PCC SLAB* DEEPEN EDGE OF �—SIDEWALK PER � DETAIL HEREON x-139.50 TC D CURB RETURN ACCESS RAMP DETAIL SCALE: 1" = 10' 11 38 .-96 T C 1139.24- FS \ 1139.23 FS 1138.65 1138.71 TC FL 0'"r.:: 1139.29 FS_ ... -8 1139.36_x'— :— --� 1138.86 FL 1139.37 TC o 1138.87 FL 000 i� 1138.71 TC JOIN EX. Cot C 1138.84 FS 1138.21 FL ° a 1138.96 FS c SSD" @ 40MPH s � � r . r - 5.�. 129.14 FS PLANTINGD LANDSCAP ^ \FROM ARCHITEC � 1139.34 FS . j 7 PROF/LESCALE.- 1139.49 FS HOR/Z.• 1'-20' VERT f"=4' CURB RETURN ACCESS RAMP DETAIL SCALE: 1" = 10' STREET CONSTRUCTION NOTES Q) CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH PER PLAN 5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403, W=8', CROSS—SECTION MODIFIED PER PLAN © CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.PLAN NO. 1003, LENGTH PER PLAN. 10 SAWCUT ASPHALT PAVEMENT, CURB AND GUTTER, OR PCC FLATWORK 14 JOIN EXISTING IMPROVEMENTS 15 INSTALL 3" MIN. AC OVER 6" A.B. 17 INSTALL 4.5" MIN. AC OVER 12" MINIMUM 95% COMPACTED NATIVE SUBGRADE 55 RELOCATE GAT 0 ON—SITE PER ON—SITE PLAN 56 RELOCATE SIGN TO ON—SITE PER ON—SITE PLAN A PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVINE, CALIFORNIA 926 18-2027 949.472.3505 FAX 949.472.8373 ■ www.RBF.com Prepared Under The Supervision Of OWNER: KAISER PERNIANENTEO DRAWN BY: JM VLVI VI.LV V I XP Date CHECKED BY: THOMAS C. CAR OOY R.C.E. 40565 OK * 0 20 SCALE: 1"=20' 40 60 Kaiser Permanente National Facilities Services Post Office Box 12916 Oakland, California 94604 STREET IMPROVEMENT PLAN 4812 /3 Q ICITY OF FONTANA, CALIFORNIA I LINE/CURVE DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT 1 N89021'12"E -- 45.10' -- 2 N89020'16"E -- 34.99' -- 3 90°39'44" 19.50' 31.65' 19.73' 4 N00O00'00"W -- 2.52' -- 5 10045'43" 14.50' 2.72' 1.37' 6 N00°00'00"E -- 2.02' -- 7 89°27'31" 19.50' 31.23' 19.32' A PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVINE, CALIFORNIA 926 18-2027 949.472.3505 FAX 949.472.8373 ■ www.RBF.com Prepared Under The Supervision Of OWNER: KAISER PERNIANENTEO DRAWN BY: JM VLVI VI.LV V I XP Date CHECKED BY: THOMAS C. CAR OOY R.C.E. 40565 OK * 0 20 SCALE: 1"=20' 40 60 Kaiser Permanente National Facilities Services Post Office Box 12916 Oakland, California 94604 STREET IMPROVEMENT PLAN 4812 /3 Q ICITY OF FONTANA, CALIFORNIA I