HomeMy WebLinkAbout4082-2CONSTRUCTION NOTES.
PROFILE SCALE- NSTRU
07 CO CT INDUSTRIAL DRIVEWAY PER CITY STD. NO. 1005A, W= 60'
VERT.- 1 in 4 ft CONSTRUCT 8" P.C.C. CURB AND GUTTER PER C/n/ STD, /vo, 1003
HORZ: I in 40 ft CONSTRUCT 5' WIDE P,C,C, SIDEWALK PER CITY STD. NO. 1015
SAW -CUT, REMOVE AND DISPOSE EXISTING A,C. PAVING
CONTRUCT CURB RETURN ACCESS RAMP PER CITY STD, NO. 1006
CONSTRUCT 6.5" A,C. MIN. (VALLEY BLVD.) OVER 72" MIN, OF 95Z COMPACTED NATIVE SUBGRADE
4.5" MIN� A,C. (ALMOND AVE.)
0 40 80 120' CONTRUCT CATCH BASIN PER APWA STD. 500-Z W=21'
PLAN SCALE.� I"=40' CONTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APW4 STD. 313-1, CASE A
RELOCATE EXISTING POWER POLES (BY OTHERS)
VALLEY BOULEVARD (EQ) ADJUST EXISTING WATER VALVES TO GRADE PER CIT -Y STD. NO. 1,30
(SE -E- SHEET 3) ([D CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 124
CURB RETURN DATA 14264 VALLEY BOULEVARD, FONTANA (g) EXTEND EXISTING 24" X 78" BOX CULVERT TO CURB INLET STRUCTURE PER RCB SECTION ON SHEET 3
R=50� 00' (g) RELOCATE EXISTING FIRE HYDRANT BEHIND NEW CURB
75' 4,3' 12.
L == 78.25' APM 0234-061-31 DRIVEWAY CURVE_ DATA
70' REMOVE AND DISPOSE EXISTING HEADWALL
Z� = 89'4 0'7 7' R;;= 6,5' ,
DRIVEWAY CURVE DATA Z�=,90'00 00"
T==49.7 1' 1011 75 REMOVE AND DISPOSE EXISTING BILLBOARD
Q� R=6.5' L=10.21'
9 -F28-62 ECR TZ=6.50' APM 0234-061-04 INSTALL STREET LIGHT, 9,500 LUMEN HPSV, 27 FEET HIGH PER CITY STD.
10 16 SEE ST LIGHT PLAN)
L 1021'
6
@8 INSTALL STREET SIGN PER CITY STANDARD NO, 1,39
16 114:1
NEW LOCATION 11+0759 8CR C) �0 Q)
_:Z) 1,/�
Q-
0,1 C�_ LJ
37.22TC/36,55FL N + . L,_ �(-_l i:�
1�,_ E
L
(i- n �O 9
3 \-
PAINT LIMIT LINE AND "STOP" PAVEMENT MARKING PER CALTRANS STANDARD NOS. A24D AND A24E
NN INSTALL STREET NAME SIGN PER CITY STANDARD 1,39
SEE DETAIL ON SHEET 3 o6l N
72 6 L2 L2
77+27,59 C.&, Q) cl
Q) Q) �_ Z, 4 4 -H EXISTING
7, J5 TCIJ6.52FL 2 (PROTECT IN PLACE) RE -STRIPE STREET CENTERLINE TO MATC
2
RIGHT OF WAY LINE
17
EXIST
x�,
Cx CUL VERT R=6,5' PARKWAY
PARKWAY R=6.5' R=6,5' PARKWA)� R=6.5'
5i!
. ....... . . ........ ............... ......... ....... ........... .
7. —7.
10", Tlp L 1!�E OF
.......... r 0 ....... ..........
L I� I �N, r
SIGHT
NE.
Q'0. .......
...... ...... . .............. .........
��b. I ... ........... . ......
.on
...... `6- 7+00 ....
........ ... ....... ........ , .
.... ........ . .. . . ......
7—,NF -4
Alnn*n v.r
—1 sAw-?,7tTT-
7 ........
�.l 0.0
LQ
Q) Q)
z
0
15
10+ 15:
ALMOND AVE,
EE SH T. 3)
�WJM I J UF VYLI\
I
_T
EXISTING CUR6 ANO GU7 ER
-7—
--EX. DWG, tl 52� - 2
EXIST, RIGHT OF W4 Y
EXIST. RIGHT OF WAY
Q)
S=J60' 45 MPH
S=360' 45 MPH
cz,
ALMOND AVENUE
4,3' 1 I'l
,70'
P 6___
5 S=,360'p 45 MPH
S-=-,360'. 45 MPH
REV. I REVISION DESCRIPTION
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK:
DESCRIPTION, DESCRIPTION: S.B. COUNTY B.M. # 00608, SPIKE IN PP
36' FEET WEST OF BANANA AVE. EXTENSION, 30' SOUTH OF R.R. TRACK
ELEVATION = 1,008.53
F' -SS/ -
011v
c. A
No. 37037 m
Lli m
C�_ __0
\ * \ Exp. 6-30-08 / * ,
BASIS OF' BEARINGS IS T14E CENTERLINE OF VALLEY BOULEVARD
BEING N89'J8'11"E PER RS 7231,35
HCP
v
< v
CAL�� I jo
DATE:j J� 66 CHECKED
E. HCP
LHENRY ;C. POQUIZ, E. 37037