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HomeMy WebLinkAbout3769-26+00 7+00 LEGBD Z], INDICATES WATER MAIN TO BE RELOCATED (BY OTHERS) Em", REVISION DESCRIPTION id Ig, rrr .......... ...'w,,... ... M ... . ........ .... . jjjg���Igll WIN I ... . .. ....... .. .. .... ! likV, 0111 v Mall mil 61 4 21 EXISTING EDISON VAULT �ASP� 000 0 20 40 80 LINE & CURVE TABLE BEARING LENGTH DELTA RADIUS TANGENT EXISTING 21" SEWE , A N60000'02V 9.40' OF BEARINW- PER CITY DWG NO. B AND PEDESTRIAN ACCESS 11,78' JU00,00" 22.50' 6.03 SEE SHEET 3 OF C N5905955"E 21.70' INSTALL 36" RCP (D—LOAD PER PROFILE) 1 EXISTING 36" STORM DRAIN 2 EXISTI 36n RCP -PER CITY D O. 3017 SEE SHEET 6 OF 11 0 INSTALL 24" RCP (D—LOAD PER PROFILE) 70.40' 89638'13" 45.00, 44.72' SEPER CITY DWG NO E SHEET 4 OF CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1 E NQ0v21'44'vE 90.96' F 23.59' 61YO3,55" 22.50' 13.01' 9+ 4 1 G N6cr2539"E 4.82' 10 EXISTING WATER TO BE RELOCATED BY S.G.V.W.C. `\ 11 REMOVE EXIS77NG 30' C R..P. H 12 23.29' 29039'06'0 45.00' 11.91, ABANDONED EXISTING 24' RCP J N3V21'451 ' 7.60 14 REMOVE AND REPLACE EXISTING SIDEWALK PER CITY DWG NO. 3721 — KI 11.78' 15"00"07 45.00' 5.93' SEE SHEET 2 OF 2 L N30°2539"E 15.72; m 11.78' 30"00'00" 22.50' 6.03' N N89"55'150W 250.00p 0 N60'2539"E 64.95 8+83.36 811 P N89"55'15"W 269-15 SWR X—ING Q N6002539"E 27.96 R 30.14' 19" 11' 1 7" 90.00' 15.21 S 89055' 15 37.16' EXISTING 30" RCP PER CITY DWG O. 3 21 LEGEMD: SEE SHEET 2 OF 2 F,,ZZCL .Zlj INDICATES REMOVE & REPLACE EXISTING A.C. PAVEMENT INTERSECTION MM- "' — A - ol 1 !A1+3 00 -0, 3X 3L0 , C'= 4T.06' EXISTING 48" RCP OR DRAIN 01=36'"s 02=36" PER CITY DWG. O. 3448 1305.65, R=1305.67 SHEET 4 OF 8 Em", REVISION DESCRIPTION id Ig, rrr .......... ...'w,,... ... M ... . ........ .... . jjjg���Igll WIN I ... . .. ....... .. .. .... ! likV, 0111 v Mall mil 61 l' w, "0m Nomm BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE BEING NORTH 00*21'45" EAST AS SHOWN ON TRACT 16477, RECORDED IN MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. CA 91730 TEL (909) 291-7600 FAX (909) 291-7630 David S. I (E) 4 21 EXISTING EDISON VAULT �ASP� 000 0 20 40 80 if (N RET) 7+37.1513ASIS LAS I ING R/W OF BEARINW- DRAIN AND PEDESTRIAN ACCESS EASEMENT WTR X—INTQ2) EXISTING 6m _C0%7RXTM NOTES ELECRIC LINES l' w, "0m Nomm BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE BEING NORTH 00*21'45" EAST AS SHOWN ON TRACT 16477, RECORDED IN MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. CA 91730 TEL (909) 291-7600 FAX (909) 291-7630 David S. I (E) Kai �wi;ll Rename:M:\dwg\15928\n-NAL DESIGN\STORM DRAlN\0NS1TE\LSD02.dwg EXISTING EDISON VAULT 40 0 20 40 80 if (N RET) Fr. 35' WIDE SEWER, STORM DRAIN AND PEDESTRIAN ACCESS EASEMENT EXISTING 6m _C0%7RXTM NOTES ELECRIC LINES 23 I INSTALL 36" RCP (D—LOAD PER PROFILE) 1 EXISTING 36" STORM DRAIN 2 INSTALL 30" CP (D—LOAD PER PROFILE) -PER CITY D O. 3017 SEE SHEET 6 OF 11 3 INSTALL 24" RCP (D—LOAD PER PROFILE) 4 REMOVE & REPLACE EXIS17NG ACPAVEMENT PER C17Y DWG O. 131 PROPOSED RIW CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1 --------- 5 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 CONSTRUCT JUNCTION STRUCTURE PER .P. .A. STD PLAN 340-1 CONSTRUCT CONCRETE COLLAR PER A.P.WA STD PLAN 380-2 CTV . CAB EXLE LINE 9 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET I 10 EXISTING WATER TO BE RELOCATED BY S.G.V.W.C. `\ 11 REMOVE EXIS77NG 30' C R..P. 12 REMOVE EXISTING 46" R.C.P. 13 REMOVE AND REPLACE EXISTING CURB & CUTTER 14 REMOVE AND REPLACE EXISTING SIDEWALK 15 EXIS77NG ELECTRIC TO BE RELOCATED BY OTHERS Kai �wi;ll Rename:M:\dwg\15928\n-NAL DESIGN\STORM DRAlN\0NS1TE\LSD02.dwg