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HomeMy WebLinkAbout5312-24 1— — 15 I I SCALE I "=20' 0 20 40 80 BENCHMARK SAN BERNARDINO COUNTY BENCHMARK, BEING A RAILROAD SPIKE IN THE NORTH SIDE OF A POWER POLE (NO NUMBER), 30 FEET SOUTH OF THE SOUTH RAIL, 3G FEET WEST OF BANANA STREET EXTENSION. ELEV. 1008.531 FT. 'cS X -X-- I2.. d .. a . ..a pa' a aN � °.�. a b °�d..s.a.e ° a. a. .'dOr •/3 . a d 4 �ad77 e r 20" EUC A r � ��v 12" EUC 1 I nl �v 2 co'� 3 5 24" EUC m o c~n It O ° �� mE 0-/ vz w APN 23G-09 I -10 N.A.P. UNDERGROUND SERVICE ALERT Call Toll Free 1-800-422-4133 Two working days before you dig Exp. 12/31/01 CIVIL — —Z// — THATCHER ENGINEERING & ASSOCIATES, INC. 345 5TH STREET, SUITE B REDLANDS, CA 92374 (909) 748-7777 FAX (909) 748-7776 Melvin W. Thatcher, III R.C.E. 39964 Job No. Date Prepared esigne, 0202.0 5/29/01 M.W.T. APN 23G-091-37 N.A.P. Dec 31 , 2001 raven by I Reference No.eet 2 J.T.S. G0202R1 Of 3 FI —1// — IEF, TRAFFIC DIVISION -I---AVELIU 19 CURB RETURN DATA -DRIVEWAY L=GG026'04" P=20.00 T= 13. 10 L=23.19 ©c�—b4�—o\ TRANSPORTATION/FLOOD DESIGNED BY I DRAWN BY I Ct1ECKED BY I APPROVED BY Ml� DATE O INSTALL 3" AC OVER 4" AGG BASE" 0 CONSTRUCT 8" PCC CURB # GUTTER PER CO 5TD 1 15 O3 CONSTRUCT 8" AC DIKE PER CO STD 1 17 ® CONSTRUCT PCC COMMERCIAL D/W ENTRANCE (W=40') PER CO STD 129 B O INSTALL YELLOW REFLECTIVE MARKERS PER CO STD 304 © EXISTING POWER POLE TO BE RELOCATED BY OTHERS O EXISTING CHAIN LINK FENCE TO BE REMOVED ® 5AWCUT EXISTING AC PAVEMENT Q9 REMOVE EXISTING AC PAVEMENT CONSTRUCT PCC SIDEWALK PER CO 5TD 109 TYPE 'C' I I REMOVE EXISTING EUCALYPTUS TREE 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CO STD 128A W=28' 13 INSTALL 2" X G" REDWOOD HEADER "PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. STREET IMPROVEMENT PLANS BANANA AVENUE NORTH OF SANTA ANA AVENUE STA 16+58.78 TO 20+00 CUP/W140-107/99 W.O. NO. ROAD NO. 152850 FILE NO. 107-108 3 5312-2 b 17 — —Z// — THATCHER ENGINEERING & ASSOCIATES, INC. 345 5TH STREET, SUITE B REDLANDS, CA 92374 (909) 748-7777 FAX (909) 748-7776 Melvin W. Thatcher, III R.C.E. 39964 Job No. Date Prepared esigne, 0202.0 5/29/01 M.W.T. APN 23G-091-37 N.A.P. Dec 31 , 2001 raven by I Reference No.eet 2 J.T.S. G0202R1 Of 3 FI —1// — IEF, TRAFFIC DIVISION -I---AVELIU 19 CURB RETURN DATA -DRIVEWAY L=GG026'04" P=20.00 T= 13. 10 L=23.19 ©c�—b4�—o\ TRANSPORTATION/FLOOD DESIGNED BY I DRAWN BY I Ct1ECKED BY I APPROVED BY Ml� DATE O INSTALL 3" AC OVER 4" AGG BASE" 0 CONSTRUCT 8" PCC CURB # GUTTER PER CO 5TD 1 15 O3 CONSTRUCT 8" AC DIKE PER CO STD 1 17 ® CONSTRUCT PCC COMMERCIAL D/W ENTRANCE (W=40') PER CO STD 129 B O INSTALL YELLOW REFLECTIVE MARKERS PER CO STD 304 © EXISTING POWER POLE TO BE RELOCATED BY OTHERS O EXISTING CHAIN LINK FENCE TO BE REMOVED ® 5AWCUT EXISTING AC PAVEMENT Q9 REMOVE EXISTING AC PAVEMENT CONSTRUCT PCC SIDEWALK PER CO 5TD 109 TYPE 'C' I I REMOVE EXISTING EUCALYPTUS TREE 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CO STD 128A W=28' 13 INSTALL 2" X G" REDWOOD HEADER "PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. STREET IMPROVEMENT PLANS BANANA AVENUE NORTH OF SANTA ANA AVENUE STA 16+58.78 TO 20+00 CUP/W140-107/99 W.O. NO. ROAD NO. 152850 FILE NO. 107-108 3 5312-2