HomeMy WebLinkAbout7 1530 (WEST)
W
CID
a. Cq
W 0
0.
W
0- 0-
W W
OD CID 0
0 W (X)
0
if)
L6
0
ENisting ground at
1530 (CENTERLINE)
West Right-of-Way Existing West edge
C�
of pavement W C;
(,j C4 t%i + N
1- 0 110
OD CD C6 C-i Z-_
OD + ------
01
0) C*j (D
0)
(M >
CO
I.: W 90
0 +
V 0 BENCH MARK NO.8 -29 SN BNO.CO.
1490 (WEST) Ui Ui Existing pavement 1530 (EAST)
00 W LOCATION: 0.3 mi ie West along 19 th. St.
— 0 to Lo at centerline
0 from Archibald Ave at N.W corner of
0 0 Amethyst St. & 19th., 22 feet W of Amethyst
W (M
00 0
CID St. 8k 22 feet N .4L 19th.St. set drive pin
in In
00 V w/C. S. tog In top of the N .W. corner of a
t6 W ULTIMATE CENTERLINE GRADE
+ W
0 M 'T drop in box for a box culvert.
ELEVATION : 1496-631
Meet existing grade at
this point
W
0
Ul) 0
ul co ca W
oi
a) 0
0 0 CID
to to 0) -a
+ r,: E_ Existing East edge
1490 (CENt ERLINE) W 0 0
W."Existing ground at 160 of pavement
.5 P_
CID 1P
"_�T * — a
00 East Right-of
00
00
M CM
Proposed top of curb to
Scale:
be constructed
Horizontal 11`�-40
Vertical 8'
1490 (EAST)4+00 5+00 6+00 7+00 8+00 9400 101FOO
GENERAL NOTES
1. All work shall be done in accordance with these plans and the 1966 Revision of
Standards and Specifications of the County of Son Bernardino.
V
2. A permit from the Son Bernardino County Road Department will be required C
prior to the beginning of any work or construction within the County
Right-of-Way or easement.
SITE
3. All pipe lines or substructures of any kind and all telephone or power poles,
water meters, valves or hydrants, irrigation structures, etc. shown or
not shown on these plans and located within areas to be improved and AMETHYST
interferring with construction shall be relocated at no cost to the Son STREET _7_7 AMETHYST STREET
Bernardino County; it shall be the owners responsibility to notify all
agencies concerned. SCALE 1" 40 4-1/2 m1fel to I-10
4.When the roadbed has been graded to the approximate elevation and ARCHIBALD AVE.
cross section,all rocks and lumps of earth over 2-1/2" In 31ze and See To ble I
�_
all others unsuitable material shall be removed from the upper 6' of C B A
.the roadbed and disposed off i In lieu of the above requirement,
IE
0
the contractor may furnish as on alternative 2-1/2 "of class 2AB
as a cover upon which to prepare subgrade. 0 0
101 + + +
5.It shall be the contractors responsibility to familiarize himself with the jobsfte 0) up)
and any underground facilities shown or not shown on these plons.The
engineer will not be responsible for damoge'- to any underground W
Uj R/W VICINITY MAP
facility.
6,An encroachment permit from the Division of Highways, State of California —Existing edge of pavement NO SCALE
1,40 15-0 tc7-- R5
will be required prior to the beginning of any work or construction 3+67 t -4 woai I
on 19th Street. mPa 7.31 FL —21" water line
40
—Centerline
0
21" water line--
X
4 WIHP gas line—
. ........— —4'WIHP gas line 8,
W 7-M ex nt
2: C Section Distance X
14)7.42TC,. F T
LEGEND
10 R/W
W 0 0 A t 16'
Indicates existing elevations 14 6.7 5 �Iw \\�E isting edge of pavement r__ 0 Remove all existing AC paving in this area.
+ C� B Transition Grade and compact subgrade to 95%
Construct concrete sidewalk to
to - - C 7'
per Son Bernardino County + Extsting improvements /relative compaction. Place 4' AC paving
Standard No. 109 W on a cross slope of 3.1% to 3.7%
C*j
0
R/W R/W
IVY
W
W UJI
0- /U
(D OD Construct 36' driveway-"" aD -W Construct 21 driveway OD 66
QD — "0 0 O_
nordino approach per Son cm
approach per Son Ber to -S cli V
0 U') 0-
-6 County Standard No 129 U .8 Bernardino County CID 3 3! 33'
M qu 2
0 Standard No 129
LL W_ a- +
0- + 0- 0D
IT W 0- o. w Lx) 16' 16' to 2 1' 22'
Curb Return Data
Am 8904�45" IMPROVEMENTS INSTALLED On sle grading
R = 20' X ble 1) Slope (not in contract)
U
T= I 9.9d SEPT 1974 S To J(n,
L= 31.32 Fecther 2 4 1/4":1'
7d
Existing pov........ Construct sidewalk
4 AC on compacted- onstruct PCC per Son Bernardino
subgrode curb and gutter County Standard
0 per Son Bernardino No. 109
--4 OD TYPICAL SECTION County Standard
I (:) No Scale No. 115
00
2. 2/8/74 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO.
Revision 11. 1/29/74 STREET IMPROVEMENT PLAN
ROAD DEPARTMENT
K .M. P ROAD NO.
ri7 r DESIGNED BY DRAWN BY CHECKED APPROVED BY
AMETHYST STREET
R. G. , K.M. P R.G. H .J. Ik, 119800
A LTA LOMA
LIMITS
H.J. K. SUBMITTED BY C.D.E.
ASST. COUNTY ENGR.- ROADS DATE NORTH OF 19 TH-9 275 FEET
67-66
. 71-26.09 RECOMMENDED/APPROVED BY
LD 73-0757
APPR
AS SHOWN 12953 IMARK, REVISIONS DATE T SHEET of
I ASST. ROAD COMMISSIONER - ENGR. LDJATE COUNTY ENGINEER DATE A
DRAWING No G-4- 123B