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HomeMy WebLinkAbout3175-2MILLER AVE. SHEET 3 a a .,. I!= 00 �.i 5 w{{ s 4 jt II 20 420' 2' C-) STA 21 +/16.38,-,-E R.,,= t, 11.63 -TC �l II ,1 u)lc3 ;,.. cl: f f , r 1 I I r F .�,., era , ■ , II•. MILLER AVE. SHEET 3 Z9 ---/ SCALE. 1 " - 40 41 6 8 10 8 11 rn �'c0II i Soa a, r + p ( 0 ' x0)� w a 00 w ccs, : t 18 c - - , • CONSTRUCT 4" AC OVER 12" COMPACTED NATIVE SOIL (95°x) STREET, CL INTERSECTION' I I r 11 10+00 00 ROSE LANE p, I Ut STA,,721 +66.08 MILER AVE , ,� CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD �t "00 w II 1 rp c7 N � f II ;t 0 + II r0 + 6 S II r + 12 +�' � } e kf ,STA 22+16.38 iBQR I) 1 ry, 1'3 44 -TCS .! i CS} CJS (CJ II ,1 u)lc3 ;,.. cl: f f , r 1 I I r F .�,., era , ■ , II•. MILLER AVE. SHEET 3 Z9 ---/ SCALE. 1 " - 40 41 6 8 10 8 11 rn �'c0II i Soa a, r + p ( 0 ' x0)� w a 00 w ccs, : t i 18 c - - , • CONSTRUCT 4" AC OVER 12" COMPACTED NATIVE SOIL (95°x) • _, .. 8 8 1Q _ I r- 4- I Ut DWG 104 (W=8') AND BASELINE AVE. CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015 "00 w I OD rp c7 N � f II ;t 0 + II r0 + 6 II + II r + 12 +�' � �';' 10601 CHURCH STREET , STE, 107 16 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND. .! i CS} CJS (CJ 1Ti . N t Q 00 1 V , OFF- CA I Date_ a .l oo RCE 62183 EXP. 9-30-05 -) i 18 c 9 ! E CONSTRUCT 4" AC OVER 12" COMPACTED NATIVE SOIL (95°x) 8 8 8 1Q w r- 4- i Ut DWG 104 (W=8') AND BASELINE AVE. CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015 "00 w I OD rp c7 N � f PROP`, w INSTALL STREET LIGHT 5,600 LUMEN PER CITY OF FONTANA STD 01 11 R/W 12 ADJUST MANHOLES TO GRADE 13 ADJUST WATER VALVES TO GRADE PER CITY STD. 130 10601 CHURCH STREET , STE, 107 16 t � g Y r 7 . .. _ .. 7 i Y i r ' 11 1— + I I p ` �0�jOP. R/W ir ,t - ! � -{a t C) ( I (84 f� k� 14 4 f f' 22 0 19 18 t a' t ROSE LANE 1/7 16 15 14 1� t 'a r , rff r' 1 CONTRACTOR TO VERIFY JOIN ELEVS. PRIOR TO CONSTRUCTION REV. REVISION DESCRIPTION DATE ENGR. CITY I 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 — RING THEM INTO CONFORMANCE WITH CONDITIONS AN STANDARDS IN EFFECT. Fig lil it STREETT TINOTES t D CONSTRUCT 4" AC OVER 12" COMPACTED NATIVE SOIL (95°x) THE BEARING OF N 0922'40°° E ALONG (SEE GENERAL NOTES # 31 & 32) ,.. ,• THE CL OF BEECH AVE., AS SHOWN ON r iw, r i 8... DWG 104 (W=8') AND BASELINE AVE. CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015 ELEVATION: 1376 Q3 CONSTRUCT ACCESS RAMPED CURES RETURN PER CITY STD. PLAN + + c� CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD DWG 102 10 INSTALL STREET LIGHT 5,600 LUMEN PER CITY OF FONTANA STD 01 11 INSTALL STREET NAME SIGNS 12 ADJUST MANHOLES TO GRADE t � g Y r 7 . .. _ .. 7 i Y i r ' 11 1— + I I p ` �0�jOP. R/W ir ,t - ! � -{a t C) ( I (84 f� k� 14 4 f f' 22 0 19 18 t a' t ROSE LANE 1/7 16 15 14 1� t 'a r , rff r' 1 CONTRACTOR TO VERIFY JOIN ELEVS. PRIOR TO CONSTRUCTION REV. REVISION DESCRIPTION DATE ENGR. CITY I 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 — RING THEM INTO CONFORMANCE WITH CONDITIONS AN STANDARDS IN EFFECT. Fig lil it STREETT TINOTES TABLE D CONSTRUCT 4" AC OVER 12" COMPACTED NATIVE SOIL (95°x) THE BEARING OF N 0922'40°° E ALONG (SEE GENERAL NOTES # 31 & 32) # THE CL OF BEECH AVE., AS SHOWN ON CONSTRUCT 6" CURD AND GUTTER PER CITY OF FONTANA STD DWG 1003 i CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF FONTANA STD DWG 104 (W=8') AND BASELINE AVE. CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD 1015 ELEVATION: 1376 Q3 CONSTRUCT ACCESS RAMPED CURES RETURN PER CITY STD. PLAN NO, 1006 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD DWG 102 10 INSTALL STREET LIGHT 5,600 LUMEN PER CITY OF FONTANA STD DWG 1016 11 INSTALL STREET NAME SIGNS 12 ADJUST MANHOLES TO GRADE 13 ADJUST WATER VALVES TO GRADE PER CITY STD. 130 10601 CHURCH STREET , STE, 107 16 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND. CURVE TABLE BASIS OF BEARINGS: THE BEARING OF N 0922'40°° E ALONG CITY OF FONTANA BENCH MARK # THE CL OF BEECH AVE., AS SHOWN ON 360 A NAIL IN POLE # 1563704E AT i SOUTHWEST CORNER OF LIME AVE. 13-16, INCLUSIVE IN MAPS IN THE OFFICE AND BASELINE AVE. OF THE COUNTY RECORDER OF S.B.C., ELEVATION: 1376 Q3 WAS USED AS THE BASIS OF BEARING FOR THIS MAP. Prepared Under The Supervision Of 'ESS/ �HOMgg S �� PREPARED IN THE OFFICE OF ADOLE AND ASSOCIATES, INC. ¢� BENCH MARK: #360 BASIS OF BEARINGS: THE BEARING OF N 0922'40°° E ALONG CITY OF FONTANA BENCH MARK # THE CL OF BEECH AVE., AS SHOWN ON 360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED IN BK. 216, PG. SOUTHWEST CORNER OF LIME AVE. 13-16, INCLUSIVE IN MAPS IN THE OFFICE AND BASELINE AVE. OF THE COUNTY RECORDER OF S.B.C., ELEVATION: 1376 Q3 WAS USED AS THE BASIS OF BEARING FOR THIS MAP. Prepared Under The Supervision Of 'ESS/ �HOMgg S �� PREPARED IN THE OFFICE OF ADOLE AND ASSOCIATES, INC. ¢� 2 -Li No. 62183 10601 CHURCH STREET , STE, 107 RANCHO CUCAMONGA, CA 91730 Exp: 3-3Q—Q5 PHONE (909) 948-1.311 C 1 V , OFF- CA I Date_ a .l oo RCE 62183 EXP. 9-30-05 SCALE IN FEET 40 80 120 1