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SCALE :
1°- ,
Horizontal20
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Vertical I =2'
_ _
04-00 _ 14-00 _ _ 2+Ot? _ _ 3�(1O _ _ 4+00 5+00 __ 6+06
Remove all AC paving within
shaded limits indicated.Compact I Remove existing AC curb Y
native material to 95% 3
Construct handicapped rams per Construct drainage inlet per a>
relative compaction and replace P P
with 4" AC paving.Except SEE SHEET 1 San Bernardino County Standard 110-B California State Highways y Y
FILE NO 119800 Standard Plan Type GO
within 27 of center line 4 7
of � TCI 9 .42 connected in line with _ U
67-66
19th Street replace with 5-1/: I ( iL 1496.75 existing 24" CSP ' a
AC paving. Feather I over Curb return Existing AC dike to be removed and to
existing AC paving 1 6=89-42'45!' replaced with curb and gutter per UJI H=3�8 c oWo
R=20' Calif. State Highways Standard ti h 0 to
R= 20 o m CID
. =I Construct driveway oath r
/ T 9.90 A 2-8 ( 8 CF) ti Y oPPr per u m m
L=31.32 °' San Bernardino County Standard _ o
FL existing drainage inlet 1495.43 D_ ' c c Remove existing wa a a
Existing sewer monhdle 9 9 a Drawing 129, W=31 w o a a
9 , -, paved drainage swale
'+ Inv 24",.CMP' (492.10 ' o - _ e . a' ° _ ; a y ' °: ° :�. L . ,� Existing PCC headwall R/W
° — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
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nv 24 CMP/36 CMP
Existing top of AC dike ,
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Saw cut and remove existing o 1489.93
Remove curb of existing drainage e
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Existing drainage inlet c g o ai q
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r match �- avi
inlet and replace to h new to 2 feather to meet existing E
P P P 9
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Existing Flow�ine of curb ZC existing 24 CMP + `�+ I and replace any damaged dike
-� r- KOver pave to existing ridge in + N N .-
Transition from a 1-1/2! N ng g j lti paving (I from edge of g
ti Jain existing drainage inlet with an expansion joint. on N 't N existing 36 CMP
gutter to a 2 gutter on
19th Street ,� 04-00 both sides. Omit expansion joint from this end of t� proposed gutter)0 0 0 0
curb return O o
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STREET
Gas valve box riser 19 th
to be lowered to grode _
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- Existing edge of pavement
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Row of 25 eucalyptus trees
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R/W
' 'n d residential drivew
Existing paveoy
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GENERAL NOTES s 1
I AND VICINITY MAP
SEE DRAWING N0. 33' 33•
Construct sorb and gutter
19800 67 -66 per Calif. State Highways
2 Standard A2-8 27 Varies
r - 7
On to grading I I/ =1 20
si 2
9 9
LEGEND or flatter (not in
( ) Indicates existing elevation contract)
Slope
A 1 =
SCALE 20
.114,1 ff
Construct sidewalk I' Replace 1' of AC paving
per San Bernardino 3' 0.46 thick over native Existing pavement
County Standard material compacted to
Remove 3! of existing 95% relative compaction I
109 AC dike and paving.
r r TYPICAL SECTION
.
Construct curb and
' _ 3 gutter as per Calif. State No Scate
Highways Standdrd A2-8
2. 2/8/74 FIELD BOOK REF. W.0. No.
COUNTY OF SAN BERNARDINO EE
Revision 1. 1/29/74
STREET IMPROVEMENT PLAN
Roo ROAD DEPARTMENT ROAD No.
DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 9th
STREET
45 H 30
'
ALTA LOMA LIMITS
HJK suam TTED BY C.D.E.
ASST. COUNTY ENGR.-ROADS TE —
DA
95 96
7I-2609 RECOMMENDED/APPROVED BY LD 73- 0757
Sr LA
74
7 1253 MARK EVISIONS APPR DATEAS SHOWN DFC R ASST. ROAD COMMISSIO ENGR. TE COUNTY ENGINEER DATE SHEET I of
0
DRAWING NG-4-123C