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HomeMy WebLinkAbout3955-7103+00 FO © + P co Z APS' ll'l 4- hio ti 20' W 0 20' 40' SCALE IN FEET CONSTRUCTION NOTES CONSTRUCT TUBULAR STEEL FENCE ON 12� CURB PER DETAIL 4 ON SHEET 17 --- ------ SLURRY SEAL EXISTING AC WITHIN 27' AREA T_- 11 t t FOR TRAIL STRIPING WITHIN AC PAVED AREA �M,.w 0._ SEE SHEET 19 TO 26 04 CD 0 (54 CONSTRUCT GUARDRAIL PER DETAIL 2 SHEET 17 4300– + 00 GRADE EXISTING SURFACE PER PLAN FROM EXISTING -R. EhT AND. co R TO R WITHIN CONSTRUCTION LIMITS. t LPROFILE GRAD FIELD FIT GRADING AS REQUIRED AND DIRECTED j -i J Uj BY ENGINEER UJI W 4--t i tiej I 44­+--­-jl­—,---r— ---,r- z U, e 'i Uj 4nnn Ft__ 4_4 L _44 - 41 - PROFILE SCALE HORIZONTAL 1 20' M V EDT ICAL 1" 4 104+00 105+00 106+00 107+00 mm 108+00 SS EXIST. 127 SEWER TOLL FREE -wmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE I ENGR. I CITY I DATE THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF 103.45'29. GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDING COUNTY GPS POINT 21128 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCHMARK NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275.152) PER CITY OF FONTANA CIVIC CENTER PARK — PHASE 1. 01] "to 0,0103 IIN't! it 1`01' E PROTECT IN PLACE FG I REMOVE EXISTING CONCRETE, AC, RUBBLE, STONESNISCELLANEOUS RUBBISH, AND OTHER DISPOSABLE MATERIALS NOT SUITABLE TO REMAIN' WITHIN PROJECT LIMITS AT VARIOUS LOCATIONS AECOM CITY OF FONTANA, CALIFORNIA PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT 1131 W. SIXTH STREET, SUifE 350, ONTARIO, CA. 91762 PHONE: (909) 933-5225 FAX: (909) 933-5228 DRAWN BY: PLAN AND PROFILE SCALE: Prepared Under The Supervision Of : I" =20' DESIGNED BY: STA 103+00 TO STA 108+00 DATE: 03/30/09 CHECKED BY: QtPPROVEDgDRAWING NO.: Date �hqvq, r 395( ARIEF NAFTALI CRY ENGINEER R.C.E. 51152 DATE. � 35 (0 LO m 1 + o II � e; VQ LLJ LU m Uj 1wl z m CD 103+00 FO © + P co Z APS' ll'l 4- hio ti 20' W 0 20' 40' SCALE IN FEET CONSTRUCTION NOTES CONSTRUCT TUBULAR STEEL FENCE ON 12� CURB PER DETAIL 4 ON SHEET 17 --- ------ SLURRY SEAL EXISTING AC WITHIN 27' AREA T_- 11 t t FOR TRAIL STRIPING WITHIN AC PAVED AREA �M,.w 0._ SEE SHEET 19 TO 26 04 CD 0 (54 CONSTRUCT GUARDRAIL PER DETAIL 2 SHEET 17 4300– + 00 GRADE EXISTING SURFACE PER PLAN FROM EXISTING -R. EhT AND. co R TO R WITHIN CONSTRUCTION LIMITS. t LPROFILE GRAD FIELD FIT GRADING AS REQUIRED AND DIRECTED j -i J Uj BY ENGINEER UJI W 4--t i tiej I 44­+--­-jl­—,---r— ---,r- z U, e 'i Uj 4nnn Ft__ 4_4 L _44 - 41 - PROFILE SCALE HORIZONTAL 1 20' M V EDT ICAL 1" 4 104+00 105+00 106+00 107+00 mm 108+00 SS EXIST. 127 SEWER TOLL FREE -wmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE I ENGR. I CITY I DATE THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF 103.45'29. GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDING COUNTY GPS POINT 21128 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCHMARK NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275.152) PER CITY OF FONTANA CIVIC CENTER PARK — PHASE 1. 01] "to 0,0103 IIN't! it 1`01' E PROTECT IN PLACE FG I REMOVE EXISTING CONCRETE, AC, RUBBLE, STONESNISCELLANEOUS RUBBISH, AND OTHER DISPOSABLE MATERIALS NOT SUITABLE TO REMAIN' WITHIN PROJECT LIMITS AT VARIOUS LOCATIONS AECOM CITY OF FONTANA, CALIFORNIA PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT 1131 W. SIXTH STREET, SUifE 350, ONTARIO, CA. 91762 PHONE: (909) 933-5225 FAX: (909) 933-5228 DRAWN BY: PLAN AND PROFILE SCALE: Prepared Under The Supervision Of : I" =20' DESIGNED BY: STA 103+00 TO STA 108+00 DATE: 03/30/09 CHECKED BY: QtPPROVEDgDRAWING NO.: Date �hqvq, r 395( ARIEF NAFTALI CRY ENGINEER R.C.E. 51152 DATE. � 35