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HomeMy WebLinkAbout135 w V � O NAT. GND. (5) 30 v ' N. OF000 � EXIST. E.P rn 1000 - 1000 Y 00 — — O N 0 co O 1- 0 Lo ti o ' �p FUTURE ± 0 EXIST. eE� 102 0 r-i + 0 +0.30% 00 00 + 0-89% — + 00,2 1000 - Z C151000 co � M f70 � O � ri N ro O [f O to Lr) L0 0� O p + p + p O r�i + 0 +0.30% 00 00 EXIST. E.P. 0 0 +0.899'° — — — — co 0 i PROPOSED T.C. NAT. GND. @ 30' S. OF i 10 00 - 1000 CURB PERMIT E-10443 PLOT PLAN 98-89 5 6 7 - 8 9 10 11 12 13 14PROFILE 115 FIIENARK SBCO BRASS CAP TOP HORI. I" = 40' END HEADWALL 345'E. VERT. I" = 4� CHIBALD 8� 50 1/2' N. OF D = 16°35'52.2" LINE TR. (PER CSFB R = 600' PG 721 ) L = 173.81' 0T = 87.52 ' a 03.53' N ow J = J S NJ Q d Q d Of Z Q R coO 0 0 _a _ c°�i _ 2Z %} co W N W a acro H t� o LJ ° O FUTURE T.C. EXIST. R/W FUTURE R/W LJ co 00 14 15 OLD PARKING LOT 12 + + 1+3STRN L. L. v + 00 1 I+ CONST — 0 10 — — — — �01 a FUTUR TC. EXIST R/W + +5N ♦6 +7 Q +$ ♦9 'o o INSTA PER CO. STD. 304 p� p O 00 REMOVE a REPLACE PAV'T. v I,j 6N Q — • W TAPER 1 : N[r � _I ---�- - �-�FtEMOVE & REPLACE PAVE � N{V 1CONST CURB & GUTTER Vj ,,, PER CO. STD. 115ti J J m f 6 Z Za I f� M N — — ao t0 M d� a .. � � a 3 3 � 00 � + a o a °°0 CURB PERMIT E-10443 PLOT PLAN 98 - 89 30' 3 I 25 GENERAL NOTES > -FOa OT ILL BOULEVA) D I 1, A _ LL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE STANDARDS AND I R/W � - O _ 16°35'52.2" z SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. R/W R _ 600' Ow (Y 2. ALL PIPELINES 60' L = 173,81 NES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, CAWa 30' T = 87.52 ' WATER METERS, VALVES OR HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN 301 ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING a 12' 36' � o NTER ERING WITH CONSTRUCTION _ 12 UJSHALL BE RELOCATED AT NO COST TO SAN BERNARDINO COUNTY; IT SHALL BE THE OWNER'S o ARR ROUTE 18' 18' RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. W IO'(TO STA.it 10) 4'TO 8' L) w w VARIES 10 10 14 IJw No. 135 ' 9TH.ST. 26TH $r s I TO STA. 10+53.81 FIELD BOOK REF. 4014 P s. 1410- 2C COUNTY OF SAN BERNARDINO W.O. NO. SLOPE VARIES TRANSPORTATION DEPARTMENT Q0 ~ TH ST SL PE I%4�: I� +1.3% 0-7.5% ROAD NO. O DESIGNED BY 2rf_ APPROVED BY 8th .^ 24TH ST A.T.aS.F EXIST. AVT�T DRAWN BY 315400 0.25'A.C.(TYPE"B") OVE 8TH ST c NATIVE SOIL PLAN / 0.22-7$ LIMITS - O RMIT REA 4 PROPOSED CHECKED BY � LAND DEVELOPMENT ENDA-TT- CUCAMONGA 98_ 99 ACACIA sT COTTAGE AVE. Z TYPICAL SECTION v NOT TO (NOT TO SCALE) 1" = 40' / SAW C✓r Ar /o'g BELMONT AVE. VICIN VICINITY ` MAP SCALE s ( $.1 RECOMMEHO D BY - COUNTY ENGINEER DATE SHEET s MARK REVISIONS APPR DATE PROJECT ENGINEER I OF .