HomeMy WebLinkAbout3719-2VERWY
LOCATION
AND ELEVATION PRIOR Y START
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1'T CONSTRUCTION.
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20'ER
22+76.15
EXISTING 36 RCP
PER CITY DWG. NO. 3445
SEE SHEET 4 OF 6
37-x81.43 CL BEECH AVENUE=
23-60.66 CL MILLER AVENUE i
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EXISTING EDGE
OF PAVEMENT
38+00 39+00
EXISTING CURB AND GUTTER
PER CITY DWG NO. 3175 is
%SEE SHEET" 3 OF 3
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25-56.09 ' END C NSTR CTIO
25+ 1.09
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IE MILLER AVENUE
REV REVISION DESCRIPTION
A RELOCATE ST. LIGHT
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3720
EXISTING WW
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INDICATES PO PAVEMENT
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INDICATES
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BASIS t Sa
BASIS OF BEARING IS THE CENTERLINE OF BEECH AVENUE AS SHOWN ON TRACT MAP
NO. 16477, RECORDED IN BOOK 28 OF MAPS, PAGES 59-62. INCLUSIVE
BEING. NOO'21'45"E
BENCHMARK
PREPARED FOR:
YOUNG HOMES CITY OF FONTANA BENCHMARK NO. 361.
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA NO, 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
(909) 291-7600
. I 1365.01
El
Prepared y
ALLARD ENGINEERING
Engineering�'R Civil
Land Flanning
8253 Sierra Avenue
Fontana, . 92335
0(GO9) 356-1795
D.vid S. Ha=er, R.C.E. 43976 Date
6/30/2005)
w
CONSIRUCTION
(D—CONSTRUCT 6." AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 3)
2 CONSTRUCT 5" PCC CURES & GUTTER PER CITY STD. DWG. NO. 1003
163 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1615, WIDTH & TYPE AS SHOWN ON PLAN
4 CONSTRUCT CURD ACCESS RAMP PER CITY STD. DWG. NO. 1006
ADJUST GATE VALVE & COVER TO GRADE PER CITY STD. 130
PROTECT IN PLACE
7 SA'WCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
S GRIND EXISTING PAVEMENT FOR SMOOTH TRANS17TON AS SHOWN ON PLAN AND DETAIL ON SHT
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 INSTALL 22606 LUMEN HPSV (200 WATT, 120) LUMINAIRE
11 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION.
12 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313®1, AS SHOWN ON SHT 5
(CASE AS SHOWN ON PLAN)
13 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 306-2, AS SHOWN ON SHT 5
(WIDTH AS SHOWN ON PLAN)
CURVE TABLE
Filename: M:\dwg\15921\STREET\LSTRO2.dwg
Vii►;
Prepared y
ALLARD ENGINEERING
Engineering�'R Civil
Land Flanning
8253 Sierra Avenue
Fontana, . 92335
0(GO9) 356-1795
D.vid S. Ha=er, R.C.E. 43976 Date
6/30/2005)
w
CONSIRUCTION
(D—CONSTRUCT 6." AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 3)
2 CONSTRUCT 5" PCC CURES & GUTTER PER CITY STD. DWG. NO. 1003
163 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1615, WIDTH & TYPE AS SHOWN ON PLAN
4 CONSTRUCT CURD ACCESS RAMP PER CITY STD. DWG. NO. 1006
ADJUST GATE VALVE & COVER TO GRADE PER CITY STD. 130
PROTECT IN PLACE
7 SA'WCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
S GRIND EXISTING PAVEMENT FOR SMOOTH TRANS17TON AS SHOWN ON PLAN AND DETAIL ON SHT
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
10 INSTALL 22606 LUMEN HPSV (200 WATT, 120) LUMINAIRE
11 REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION.
12 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313®1, AS SHOWN ON SHT 5
(CASE AS SHOWN ON PLAN)
13 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 306-2, AS SHOWN ON SHT 5
(WIDTH AS SHOWN ON PLAN)
CURVE TABLE
Filename: M:\dwg\15921\STREET\LSTRO2.dwg