Loading...
HomeMy WebLinkAbout3795-3EXISTING COBBLE NOTE: EXISTING TREE NOTE (TYPICAL): CONTRACTOR TO PRESERVE AS MUCH CONTRACTOR TO PROVIDE FOR "IN PLACE" EXISTING COBBLE AS POSSIBLE AND PROTECTION OF AS MANY EXISTING TREES 9 REPLACE AS NECESSARY. ON SITE AS POSSIBLE. CONFIRM w/ CITY INSPECTOR PRIOR TO REMOVAL, J!W 3 C\J 9 7 1 9 250 31 10 U. w w w— — — — — — — — — — — — — — -- — — — — spa — — — — — — —s a — — — — — — — — — — — — — — — — — — — — — — — — — — — — \j X(1) w M a M a MI 111 0 "Pa a of 0 M M III VA a a 0 9% a a . . . a 0 idf40 N a w a 0 46 7 4 + cc '4 % 0 a 4 47 io -d iI M 26 _X w 21 a 23 + 5 iN Ap 22 24 2 s ft A -& W cc W la aw ­7Nt_4 JL PA R III man w-mmmmman a al a II mawnwa III a R "mom .am® --- a F1 m w W w. ..3 .1 ow w m N ... va w a a 34 m m ffl nt w. w — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — 3 Lf L_ r _L OL M M s 13 18 DAMAGED COBBLE NOTE: Uj 7 10 \ CONTRACTOR TO CONFIRM w/ CITY OF 2 18 9 12 Z 7 9 EXISTING COBBLE REPAIR. 7 —0 ii ; iii III 14 6 y 10 7 8 8 w fz 17 5 4 log-_ 154 4l 31 11x 611 16 9 < 8 15 —0 fm () 14 41�011 10 D2 -F5 I 1- m_�] — — — — — — — — — — — — — — U1-q0Tf1UUT1U1Nj LEG'ENLro), EXISTING COBBLE PAVING TO BE REMOVE®. j\ I0 2 EXISTING COBBLE PAVING w/ MOW TRIP TO REMAIN. PROTECT IN PLACE WHERE POSSIBLE 3 CONSTRUCT COBBLE PAVING. SEE DETAIL A, SHEET L-5. EXISTING CONCRETE SIDEWALK TO BE REMOVED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS, U5 EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT IN PLACE. f_I 6 CONSTRUCT CONCRETE SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE DETAIL D, SHEET L-5. EXISTING CONCRETE CURB TO BE REMOVED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. EXISTING CONCRETE CURB TO REMAIN. PROTECT IN PLACE. (D CONSTRUCT CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. EXISTING CONCRETE SOW TRIP TO BE REMOVED, 11 EXISTING CONCRETE MOW TRIP TO REMAIN. PROTECT IN PLACE. 12 CONSTRUCT 6" CONCRETE MOWSTRIP, SEE DETAIL C, SHEET L-5. DISABLED ACCESSIBLE RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 14 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS, EXISTING CONCRETE GUTTER TO BE REMOVED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 17 EXISTING CONCRETE GUTTER TO REMAIN, PROTECT IN PLACE, 18 CONSTRUCT CONCRETE GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS, 19 BUS SHELTER PER ARCHITECTURAL PLANS. UBENCH TO BE PROVIDED BY OMNI -TRANS. 21 TRASH RECEPTACLE TO BE PROVIDE® BY OMNI -TRANS. 22 CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. EXISTING WALL TO REMAIN. PROTECT IN PLACE. � 4? �y 1p SCORE JOINT, SEE DETAIL B, SHEET L-5. I EXPANSION JOINT, SEE DETAIL B, SHEET L-5. TYPICAL BACKFILL NOTE: CONTRACTOR TO PROVIDE CONDITIONED BACKFILL FOR NEW LANDSCAPE ARE- - O AND SOIL ENGINEERS REP wl i 7 gi!g; i TYPICAL BERMING NOTE: CONTRACTOR TO PROVIDE BERMING AT A MAXIMUM GRADIENT OF 4:1 AND A HEIGHT OF 18" TO 36" WHERE POSSIBLE, DUE TO PROPOSED CIVIL GRADING AT CITY AUTHORIZED REPRESENTATIVES DISCRETION. e% a m Ile ot-jIEET 'K,4FEY MAP"' SCALE: N,T.S. SANTAII-ANA-AVE. JUR�PA AVE. SITE PLANNING 0221 _A Trdernar trea Rancho Cucamonga, CA 91730 Tel (9091484-2800 Fax (9091484-2002 Richard Krumvileds CA Llc. #2834 AZ Lic. # 29115 NV Lic. # 446 TX. Uic. #1884 — — - - - - - - - - - - - ----- - - - - - - - - - _5fl0L,[ __ E 6/21/05 flow-wa L 3 OF 15 SHTS,