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HomeMy WebLinkAbout4812-101131.88 TC L 0" CF 1132.53 TC ,P 1131.86 FL 0 Cr 11!32.69 TC FL 0" CF FS; N N N N LL_ I� U N U 002 M00 C 5' LINE/CURVE DATA TABLE ® 777/t7 --'17V- 77" 1132.69 8.46' -- 2 89048'47" 10.00' ,70 ,7O -9a= FS N00°32'52"W -- 465°54'23" 46.96' -- 4 1 35.00' 44.16' 1 22.69' ' \1 J 1132.74 U FS 1138 :67 FL N sr 1132.66 TC 04 LL_ d' 1132.16 FL 1132.84 1139.25 FS 1132.80 TC FS CURB RAMP DETAIL A +m C� a00 SCALE: 1 = 10 C O U ��-� U U J U J U J ul N F- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 04 C� CD M N O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 0 PLAN NO. 1000 10 `- ® CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. N N N N LL_ I� U N U 002 M00 C 5' LOCAL DEPRESSION DETAIL—CB #1 SCALE: 1" = 10' �. 1138.74 X138.12 FL ` 1138.22 �\ TC FS 0" CF d- _ 0" CF r -A . rte rr 1138.30 1138.70 ...... `L� TC FS 0" CF W- 8"SS W W MEDIAN IMPROVEMENTS PER SEPARATE SIERRA AVENUE PLANS BY TKE ENGINEERS W 9+00 10+00 (NOT PART OF THIS PROJECT) r, 11+00 m w r Vmm I W W m CO) W 14+00 '''■' W Z _ ( CO) W f � Q w o0 C; -- z^ 0 + 0 Q N 0 �I W Z T ,CD Q V �I r 1 cwn\N� . - &U y , I. 4 . . BACKFLOW PREVENTER 6 -MP- 0 F— m STREET EASEMENT TO SAND FILTER TO E a FONTANA w� L I14 THE CITYOFED � BE�-RELOCA=PER SEPARATE t\ Nr0 II II + m= o PLANS I. I If. z N U O _o M r -BUS- -TURN -OUT -PER - If Lam!- 0 00� �' SEPARATE PLANS BY �`� PROPOSED DEDICATION OF 1:139. 17.'TC) > 1"' -A� PROPOSED DED I CATION ; OF �� 14 2 .-- 7 ; W m ;n N TKE ENG INEERs KAISER PERMANENTS PROPERTY �A;PN 0251-101-06 ADDITIONAL R/WI TO THE (` 1'139.25 :j'BW) ; , I;! ¢ > LO ? ADDITIONAL T I ONAL R/W TO _. -THE (NOT PART OF THIS PROJECT) �. ,I EX.j 6 I-� 2 1 CITY OF FONTANA PER ` 1+89'.. 73 ECR IIS W CITY OF FONTANA PER BUS SHELTER ROOFLINE SEPARATE INSTR MENT �i = GUTT SEPARATE INSTRUMENT 14 = (1139.21 T'C_)�?` 4 2 + BUS SHELTER PER SEPARATE PLAN SEE SHEET 3 FOR DEMOLITION PLAN BASIS OF BEARING BENCHMARK THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.) 12433, P.M.B. 165135-36 0. R. 586 114 0.951 438 114 0.418 DI�!i � R� � ► T� TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SIERRAAVENUE /7 ADD NEW SIDEWALK REV. REVISION DESCRIPTION LINE/CURVE DATA TABLE ® 777/t7 --'17V- 77" N89038'21"E -- 8.46' -- 2 89048'47" 10.00' 15.68' 9.97' 3 N00°32'52"W -- 465°54'23" 46.96' -- 4 1 35.00' 44.16' 1 22.69' ' \1 J U N 1138 :67 FL N � 04 04 LL_ N� 1139.25 cOU OU FS 01= + +m C� a00 C O U STREET CONSTRUCTION NOTES 14' 5' LOCAL DEPRESSION DETAIL—CB #1 SCALE: 1" = 10' �. 1138.74 X138.12 FL ` 1138.22 �\ TC FS 0" CF d- _ 0" CF r -A . rte rr 1138.30 1138.70 ...... `L� TC FS 0" CF W- 8"SS W W MEDIAN IMPROVEMENTS PER SEPARATE SIERRA AVENUE PLANS BY TKE ENGINEERS W 9+00 10+00 (NOT PART OF THIS PROJECT) r, 11+00 m w r Vmm I W W m CO) W 14+00 '''■' W Z _ ( CO) W f � Q w o0 C; -- z^ 0 + 0 Q N 0 �I W Z T ,CD Q V �I r 1 cwn\N� . - &U y , I. 4 . . BACKFLOW PREVENTER 6 -MP- 0 F— m STREET EASEMENT TO SAND FILTER TO E a FONTANA w� L I14 THE CITYOFED � BE�-RELOCA=PER SEPARATE t\ Nr0 II II + m= o PLANS I. I If. z N U O _o M r -BUS- -TURN -OUT -PER - If Lam!- 0 00� �' SEPARATE PLANS BY �`� PROPOSED DEDICATION OF 1:139. 17.'TC) > 1"' -A� PROPOSED DED I CATION ; OF �� 14 2 .-- 7 ; W m ;n N TKE ENG INEERs KAISER PERMANENTS PROPERTY �A;PN 0251-101-06 ADDITIONAL R/WI TO THE (` 1'139.25 :j'BW) ; , I;! ¢ > LO ? ADDITIONAL T I ONAL R/W TO _. -THE (NOT PART OF THIS PROJECT) �. ,I EX.j 6 I-� 2 1 CITY OF FONTANA PER ` 1+89'.. 73 ECR IIS W CITY OF FONTANA PER BUS SHELTER ROOFLINE SEPARATE INSTR MENT �i = GUTT SEPARATE INSTRUMENT 14 = (1139.21 T'C_)�?` 4 2 + BUS SHELTER PER SEPARATE PLAN SEE SHEET 3 FOR DEMOLITION PLAN BASIS OF BEARING BENCHMARK THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS: E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.) 12433, P.M.B. 165135-36 0. R. 586 114 0.951 438 114 0.418 DI�!i � R� � ► T� TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SIERRAAVENUE /7 ADD NEW SIDEWALK REV. REVISION DESCRIPTION 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 /03/12 TCC PLANS TO BRING THEM INTO CONFORMANCE WITH DATE ENGR. CI DATE STANDARDS IN EFFECT. PROF/LESCALE.• HOR/Z.• 1"-20` VERT: 1 11=41 LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH TANGENT 1 N89038'21"E -- 8.46' -- 2 89048'47" 10.00' 15.68' 9.97' 3 N00°32'52"W -- 465°54'23" 46.96' -- 4 1 35.00' 44.16' 1 22.69' 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 /03/12 TCC PLANS TO BRING THEM INTO CONFORMANCE WITH DATE ENGR. CI DATE STANDARDS IN EFFECT. PROF/LESCALE.• HOR/Z.• 1"-20` VERT: 1 11=41 I 11 1 11 ii (n ENGINEEk:� OWNER o PLANNING ■ DESIGN ■ CONSTRUCTION J Kaiser Permanente i 14725 ALTON PARKWAY National Facilities Services Q IRVINE, CALIFORNIA 92618-2027 Post Office Box 12916 J CONSULTING 949.472.3505 FAX 949.472.8373 ■ www-RBF.com PERIMMUM41) Oakland, California 94604 0 0 Prepared Under The Supervision Of : CITY OF FCALIFORNIA U U _SSI0 r\ cq F� STREET IMPROVEMENT LAN ,O � DRAWN BY: SIERRA AVENUE SALE: _ o c = D �, ~ No. 40565 JM PLAN & PROFILE AS SHOWN DESIGNED BY: DATE: Exp 3-31-2013 \� XP 10/12/09 0 fCIV�L�F �� Date •'l/- / L CHECKED BY: ,9r OF C A� APPRO' B DRAWING NO.: 0 a - THOMAS C. MOOY R.C.E. 40565 / DATE.�1� OK CITY N INFER R.C.E. 51152 4812 2 0' 1138.93 TC 1138.78 '�' I. 1138.39 FL o FS `� a v 1138.91 ;�', FS j; 1139.17 TC 1138 :67 FL � -JOIN. EX. ' G 1139.25 FS CURB RAMP DETAIL C SCALE: 1 = 10 STREET CONSTRUCTION NOTES Q CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. o PLAN NO. 1000 O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 0 PLAN NO. 1000 ® CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006, WIDTH PER PLAN o O5 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 Ln FONTANA STD.PLAN NO. 1003, LENGTH PER PLAN. 10 SAWCUT ASPHALT PAVEMENT, CURB AND GUTTER, OR PCC U) FLATWORK 13 INSTALL 7" MIN. AC OVER 12" MINIMUM OF 95% COMPACTED1-11 o NATIVE SUBGRADE 14 JOIN EXISTING IMPROVEMENTS LU 25 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE C O 0 20 0 20 40 60 zz WALE. , -20'w U SCALE: 1"=20' 1h I 11 1 11 ii (n ENGINEEk:� OWNER o PLANNING ■ DESIGN ■ CONSTRUCTION J Kaiser Permanente i 14725 ALTON PARKWAY National Facilities Services Q IRVINE, CALIFORNIA 92618-2027 Post Office Box 12916 J CONSULTING 949.472.3505 FAX 949.472.8373 ■ www-RBF.com PERIMMUM41) Oakland, California 94604 0 0 Prepared Under The Supervision Of : CITY OF FCALIFORNIA U U _SSI0 r\ cq F� STREET IMPROVEMENT LAN ,O � DRAWN BY: SIERRA AVENUE SALE: _ o c = D �, ~ No. 40565 JM PLAN & PROFILE AS SHOWN DESIGNED BY: DATE: Exp 3-31-2013 \� XP 10/12/09 0 fCIV�L�F �� Date •'l/- / L CHECKED BY: ,9r OF C A� APPRO' B DRAWING NO.: 0 a - THOMAS C. MOOY R.C.E. 40565 / DATE.�1� OK CITY N INFER R.C.E. 51152 4812 2