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HomeMy WebLinkAbout3399-4SCALE IN FEET 0 40 80 120 160 r/ r.0 nI n0 cP H=4", H6;0. =16 TCH BASINS LOCAL DEPRESSION DETAIL CASE A 12 � 12 TR. 1642 —1 N ' z W o W �Im FONTANA HIGH SCHOOL 14 W W PROP. RIW- PROP R/W O--{n - __ b aV o CONSTRUCTION NOTES I Ol - CONSTRUCT 4.5" AC PAVEMENT (M/N.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 2� CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. a3 - CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003. O4 -- CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. &CONSTRUCT 4'0 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . 7 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A OR CASE B, PER PLAN. 8o- CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN 300-2, "W" PER PLAN. 10 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. &INSTALL STREET NAME SIGN PER CITY STD. NO. 139 12 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /10). 19 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118. INSTALL 4" PVC SLEEVES SCH. 40. (D --INSTALL 6" PVC SLEEVES SCH, 40. (B -CONSTRUCT 8" A.C. DIKE PER CITY STD. 136. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION O (RECORD �--- O W TR. 16427-4 KNOX AVENUE DATE I ENGR. 1 CITY I DATE CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 90100'00' 35.00 54.98 35.00 C2 90'00'00' 35.00 54.98 35.00 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. 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RIW- PROP R/W O--{n - __ b aV o CONSTRUCTION NOTES I Ol - CONSTRUCT 4.5" AC PAVEMENT (M/N.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 2� CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. a3 - CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER CITY STD. PLAN NO. 1003. O4 -- CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. &CONSTRUCT 4'0 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . 7 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A OR CASE B, PER PLAN. 8o- CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN 300-2, "W" PER PLAN. 10 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. &INSTALL STREET NAME SIGN PER CITY STD. NO. 139 12 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /10). 19 CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118. INSTALL 4" PVC SLEEVES SCH. 40. (D --INSTALL 6" PVC SLEEVES SCH, 40. (B -CONSTRUCT 8" A.C. DIKE PER CITY STD. 136. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION O (RECORD �--- O W TR. 16427-4 KNOX AVENUE DATE I ENGR. 1 CITY I DATE CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 90100'00' 35.00 54.98 35.00 C2 90'00'00' 35.00 54.98 35.00 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. M �� N 821 »r» c*TnrrT SEE DWG. No. • 3L`} SHT. 4 OF 18 RUBY PEAK WAY BENCH MARK. / 8-17 BASIS OF BEAR/NGS. CALTRANS BENCHMARK8-17. A THE BASIS OF BEARINGS FOR THIS MAP BRASS CAP IN THE COl RETE BASE OF IS THE CL OF LYTLE CREEK RD. THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON RECORD 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN OF SAN SEVA/NE RD., 2.6 M/ WEST R.S.B. 111/99-103 OF SIERRA AVE. ELEVATION: # 1428.609 Prepared Under The Supervision Of : MEV,� PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. Z 10601 CHURCH STREET , STE. 107 DRAWN BY: No. 62183 RANCHO CUCAMONGA, CA 91730 Ex 9-30-05 PHONE (909) 948-1311 MA P DESIGNED BY: �'9TF CIVIC- O��ti� t v �� o EF OFCAk- Date CHECKED 8 :1 R.C.E. 62183U EXP. 9-30-05 GB D RECOi9D DRAWING THESE REC OPID D;lAw' � MAV -2 -em PREP0 ARED, IN PART, 04 THE PAIS Opt #P%�' lr" C O;APXED AMD FUAN�S!iED EY OTHERS. THE E?tC;;£r� YNLL NOT 13ERcSP4�'�v. �.,E A.�� Urn., OR OG'.',� I©'ate WHICH HAVE BEEN ri: +oRtTED 1,3T0 THE DOCUMENTS AS A RESULT TH -mtiF. 1�1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CITRUS HEIGHTS SCALE: KNOX AVENUE as SHOWN FROM t859' NORTH OF CURTIS AVE. DATE: JULY 2003 TO 1850 NORTH OF CURTIS AVE. APPROVED BY: DRAWING NO.: 4 Fat t-,,..c.,,�.,,c. �l�-r w� /q�i�/o 3 .3399 g CITY ENGINEER R.C.E. 51152 DATE J:\126-1662\streets\ST04.dwa. 10/16/2003 09:43:41 AM. EF.EF 44 Z 2 PROP. WATER J - _ ---- 5 Q W^ Q^ IZ CS th V m a 3 T8. 16427-5 N 821 »r» c*TnrrT SEE DWG. No. • 3L`} SHT. 4 OF 18 RUBY PEAK WAY BENCH MARK. / 8-17 BASIS OF BEAR/NGS. CALTRANS BENCHMARK8-17. A THE BASIS OF BEARINGS FOR THIS MAP BRASS CAP IN THE COl RETE BASE OF IS THE CL OF LYTLE CREEK RD. THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON RECORD 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN OF SAN SEVA/NE RD., 2.6 M/ WEST R.S.B. 111/99-103 OF SIERRA AVE. ELEVATION: # 1428.609 Prepared Under The Supervision Of : MEV,� PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. Z 10601 CHURCH STREET , STE. 107 DRAWN BY: No. 62183 RANCHO CUCAMONGA, CA 91730 Ex 9-30-05 PHONE (909) 948-1311 MA P DESIGNED BY: �'9TF CIVIC- O��ti� t v �� o EF OFCAk- Date CHECKED 8 :1 R.C.E. 62183U EXP. 9-30-05 GB D RECOi9D DRAWING THESE REC OPID D;lAw' � MAV -2 -em PREP0 ARED, IN PART, 04 THE PAIS Opt #P%�' lr" C O;APXED AMD FUAN�S!iED EY OTHERS. THE E?tC;;£r� YNLL NOT 13ERcSP4�'�v. �.,E A.�� Urn., OR OG'.',� I©'ate WHICH HAVE BEEN ri: +oRtTED 1,3T0 THE DOCUMENTS AS A RESULT TH -mtiF. 1�1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CITRUS HEIGHTS SCALE: KNOX AVENUE as SHOWN FROM t859' NORTH OF CURTIS AVE. DATE: JULY 2003 TO 1850 NORTH OF CURTIS AVE. APPROVED BY: DRAWING NO.: 4 Fat t-,,..c.,,�.,,c. �l�-r w� /q�i�/o 3 .3399 g CITY ENGINEER R.C.E. 51152 DATE J:\126-1662\streets\ST04.dwa. 10/16/2003 09:43:41 AM. EF.EF