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HomeMy WebLinkAbout85 ro o 0) CV. 1390 LJO o 1390 0) M EXISTING T.C. o NAT. GND. Sod LT. (L Li l O O O O O + T. co ` � o '' � '-.--- • -'- __�- EXISTING C.-��_ `' • _ _ EXISTING E.P. t- 1390 0 * + 1390 o r- 150 V. C. i r t y } M co EXISTING ( o in m - ti LJ +-2.10% 4 - o EXISTINGLJ ' In ii FUTURE o O ti + m + o o `� CO - '.," -- .. wpj to O O c0 p Ih M t -- C 1) mM ILJ ; M NW > Ci +� . go jaNO orf 1 .15% , M — t i M CO u� cD 1390 L0130 p ti M - Ir•, M � O 96' V.C. p N ` -2.10% _ o �n M Fr O cn M p N } G) EXISTING T.C. M M FUTURE T.COD . ti ,, 1. 15% --- ` . U U — F-- U — c M ----`"'- r ^' .. + , �I- �►� —UJ EXISTING E.P.. PROPOSED T.C. NAT. GND. 50 RT. ,. . LO + . r 32 33 34 35 MW 36 ` � _ _.� 38 39 40 41 42 KILO 37 CURB PERMIT E-11336 HORI. "40' T B.M. A-219 ` VERT. V--4 Fd. Chiz "o° on South curb return at Southwest corner int, of LJ Lion Street 81 Baseline. ELEV. ;1389.42 (� J W ! '9) F I N EXISTING R/W EXISTING CURB a GUTTER ��- FUTURE R/W FUTURE CURB LINE O o�- - - - - - \` (1 0 11 U M \\ 3t2 + 33 3t4 35 3t6 3 7 11 8 IN IF �9 4-1,0 �- \\ _ -BAS - CONST. CURB d GUTTER ----- - y ----- -- , PER CO. STD. 115 \\ 3:1 TAPER o rn 0 in O LJ LJ10 - - ----- --- --- _______ 1 SIDEWALK .PER CO. STD.- 109 SEE DETAIL \ LJ 11 EXISTING CURB FUTURE CURB. LINE (� a GUTTER LOWER RIGHT a pZ EWISTING R/W f ; . �` - FUTURE R/W - = a a IMPROVEMENTS INSTALLED 1 O w >d OCTOBER 1974 1381.33 M CONST. TYPE B LOCAL 1381.33 (� J TOP SLA to DEPRESSION PER CO. STD. 203 TOP SLAB UJ z �N in u _Z s �U (� ►-� 35+61. 3 N oCURB PERMIT E- 11336 35+72.77 13 I.8 13$1.80 35+78.10 (� 1 3556.10 - 1381.79 12 C.F. 1361.82 35+92.02 12 C.F. , ( }� 12 C F QEliEli;A►l NOTES 18"C.F• 6 1 68"C.F. \ 1376.54 rLof CLEANOUT I 1. Aroma to be paved; featbsr a 414imw of 2' oxer (v "� existing paving. FUTURE PROPOSED CONST. CATCH R /W use 3" A.0 on prepared subgrade E On widening on.ly� ,' CO. j 6 %—�-- - 9,od 1381.97 1 O 120 R /W 2. U BASIN PER i + 60' 60' 3. Provide additional overpaving ea raVired t0 i� ± STD. 296 0 _ _ �L - _ �- 5.5' CONST. STORM DRAIN X = 10 L __ _ - - T--_J - - -' - - - - CLEANOUT PER CO. o drainage adjacent to curb. - V - 4.07', �35 STALL 18�-24"CSP-14 GAGE - - -�-" STD. 208 W 7 35 89.27 X= 5.5 in at East end, . to be +72.10 \ Y = 2.5'14' 36' 3 6' 14' �• Arm adjacent to aew pav g+ fL of 1,376.69 � PIPE V=4.74 D graded to accept or diaLUrp drainage as dir4ct4A 1377.72 ' C.B. 8, PIPE D o5,; 4' 9,5' 6' 30' 13' 23' 9.5' 4' Os' 14 the Engineer. IMPROVEMENTS INSTALLED OCTOBER 1974 .r DETAIL OF CATCH BASIN & STORM DRAIN CLEANOUT 5. All pipeline or substructures of any kind and all . SLOPE v{ I' telephone or power poles, water meters, valves ox (NOT TO SCALE) SLOPEII/4":I' $A FIELD BOOK REF. 4014 P s. 350 - 472 COUNTY OF SAN BERNARDINO W. o. No. SLOPE VARIES 3.9 '0± hydrants, irrigation structures, Ot c.• . located �/�.�orF/oci '"' """"' - �� ROAD DEPARTMENT - - - - - - - within areas to in imarovzd and interfering rith „ ;-- BASELINE U ExIST. PAV�T construction, shall be relocated at no cosi to th.! .�; ROAD N0. County of San Bernardino; it shall also be the DESIGNED MY APPROVED BY I57700A FUTURE TYPICAL SECTION PROPOSED TYPICAL SECTION DRAWN BY FILE NO. { Orner's ra�,pallu►i bi l i ty #.Q tio#.i flt 411 agenci,Ps coct- �Y: -o'"�-'1 � (1�' UPLAND TYPICAL SECTION fSerAE�• CHECKED BY � R'` • R MNMI - G . U►'!1� 92- 93 RECOMMENDED 9Y �/Z— 93 \ MARK REVISIONS APPR DATE CHI-Er DESIGN ENGINEER COUNTY ENGIN Dom- SHEET of Z _ . t