HomeMy WebLinkAbout5003-3CURVE & LINE TABLE
RADIUS
DELTA
TANGENT
A
322.48'
07-07'31"
40.10'
20.08'
B
319.70'
07-1 I' 15"
40.10'
20.08'
C
2.00'
180'00'00"
6.28'
D
323.75
07-05'51"
40.10'
20.08'
E
35.00'
90'24'23"
55.22'
35.25'
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
LEGEW
0 INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C. PAVEMENT
DATE I ENGR.I DATE I CITY
• — • . _.Ii •ill; I
-
c= •
c = • •• • - •
BEECH A
NUE
BASIS OF W -M
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01' 12" W
Offitik BENKC� (SINCE DESTROYED)
PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
P 1 LWLLC NO. 1536697E AT THE S.W. CORNER OF SULTANA
NVEMINR AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
10370 TRADEMARK STREET ��
RANCHO CUCAMONGA,
CALIFORNIA 91730SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
(909) 291-7600 " 1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJU9W ELEVA' KX* I=
MILLER AVENUE
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontqina, California 92335
(909) 356-1815 Fax (909) 356-1795
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Aaym d T. Alla , A.C. . 36052 Date
(expires 6/30/2014)
TINA- Ov AW 0
Q�pFESS/ON
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0) 4�7 90 ZG-
No. 36052 rn
m
Exp. 6/30/14
rF of CA\ -\E
CONSTRUCT 5.5" AC PAVEMENT (MIN) OVER 12" (MIN) OF 95% COMPACTED
NATIVE SOIL PER SOILS REPORT (SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. PLAN NO. 1000
4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006
PLAN (W=5')
5O— CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
8a— INSTALL 22,000 LUMEN, 200 WATT H.P.S.V. #20 LAMP PER CITY STD.
ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. NO. 2000
10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003
11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000 OR
ALHAMBRA FOUNDRY DWG NO. B-40 (C.F. 8") AT THE DIRECTION OF THE CITY
ENGINEER AS SHOWN IN DETAIL B-1
12 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN
IN DETAIL A-1
16 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 6000
PLAN NO. 404
18 SAWCUT AND REMOVE CONCRETE AS NECESSARY
19 CONSTRUCT ROCK TREATMENT PER CITY STD. 5045.
a1APHC SCALE
40 0 20 40 80
(N FEET)
Iran- 40 FT
NOTE:
1. NO CONSTRUCTION IS ALLOWED UNTIL
RIGHT-OF-WAY IS OBTAINED.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWNHMG TRACT NO. 18676
DESIGNED BY: SEECH AVENUE
RA FPOM STATION 29+2500 TO STATION 37+8L18
CHECKED BY: 6 P D011
Y
RJA DATE.
CITY ENGINEER R.C.E. 51152
160
SCALE.
AS NOTED
DATE.
MARCH, 2013
DRAWING NO.: 3
5003 3
Fillename: 1:\15947 Young Homes Lime I and II\Offsite Imporvements\ DWG's\ streets\ BEECH\ OFFSITE\ BEECH-ST04.dwg