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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
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EXISTING R/W EXISTING CURB a GUTTER ��- FUTURE R/W FUTURE CURB LINE
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PER CO. STD. 115 \\ 3:1 TAPER o rn
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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
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(� ►-� 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. ,
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QEliEli;A►l NOTES 18"C.F• 6 1 68"C.F. \ 1376.54 rLof CLEANOUT
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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
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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 _
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