HomeMy WebLinkAbout2526BORE HOLETOP OF 6'X10' CONC
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2
7
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BORE HOLETOP OF 6'X10' CO
N
C
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1
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5
1
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BORE HOLETOP OF PIPE
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1
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5
1
'8" DIA. -7.18' (N)
8" DIA. -7.18' (
W
)8" DIA. -7.34' (S)
8" DIA. -5.55' (N)8" DIA. -5.58' (W)8" DIA. -5.53' (E)
8" DIA. -6.83' (W)8" DIA. -6.73' (E)8" DIA. -6.14' (W)8" DIA. -6.13' (E)MHMHMHMHMHSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSD
SDSD
SDSDSDSDSDSDSDSD
SD
SDSDSD
SDSDSDSDSDSDSDSD
SDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSD
SDSDSD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSD
SDSDSDSDSDSD
SDSDSDSDSDSD
SDSDSDSDSDSD
SDSD
SDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSD SDSDSDSDSDSD SDSDSDSDSDSD SDSDSDSD
SDSDSD SDSDSDSDSDSD SDSDSDSDSDSD SDSDSD
SD SDSDSDSDSDSD SDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD SDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSD
SDSDSDSDSDSDSD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSD
SDSDSD
SDSDSDSDSD
SDSD
SDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSD
SDSDSD
SDSD
SDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(97+63.30)CL SMH#19(1259.12)
INV
-IN(1258.92)
INV
-OUT
S=(0.0060)30" DIA JAC
K
E
D
S
T
E
E
L
C
A
S
I
N
GS=(0.0052)
(98+70.30
)CL SMH#20
(1259.36
)INV-
IN
W&N
(1259.20
)INV-OUT
S
(1254.08
)INV(1253.86)INV
(10'Wx6'D) BOX CULVERTS=(0.0027)(1255.55)
INV
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)
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INV
-IN N(1284.91)
INV
-IN E(1284.86)
INV-OUT WSSMH(1292.26)
INV
-IN
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-OUT WRED HILL COUNTRY CLUB DRIVEFOOTHILL BLVD.SHEET 5SHEET 8SHEET 6SHEET 7VICINITY MAPSTREET IMPROVEMENT PLANSFORRED HILL COUNTRY CLUB DRIVE & FOOTHILL BLVDINDEX MAP1"=100'Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-CV-001-PSFO0002.dwg
Last Opened: Dec 08, 2022 - 3:26pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
KR
AM D
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564DEVELOPER/OWNERPACIFIC SUMMIT-FOOTHILL, LLCC/O R.Y. PROPERTIES212 S. PALM AVENUE, SUITE 200ALHAMBRA, CA 91801GEOTECHNICAL ENGINEERLANGAN32 EXECUTIVE PARK, SUITE 130IRVINE, CA 92614(949)255-8640CIVIL ENGINEERDAVID EVANS AND ASSOCIATES17782 17TH STREET, SUITE 200TUSTIN, CA 92780-1947(714)665-4550ARBORISTJIM BORER, CERTIFIED ARBORIST #496PO BOX 1803RANCHO CUCAMONGA, CA 91729(909)997-7020LEGEND/ABBREVIATIONSCENTERLINEFIRE HYDRANTSTOP SIGNBOUNDARY LINEEX, EXIST.EXISTINGSLSTREET LIGHTSTASTATIONTSSSSDTRANSITION STRUCTURESANITARY SEWER LINESTORM DRAIN LINEECREND CURVE RADIUSBCRBEGIN CURVE RADIUSPRCPOINT OF REVERSE CURVELPLOW POINTR/WPCCFSTCFLGBRIGHT OF WAYPOINT OF COMPOUND CURVEFINISHED SURFACETOP OF CURBFLOW LINEGRADE BREAKECCBBCEPEND CURVECENTERLINECATCH BASINBEGIN CURVEEDGE OF PAVEMENTRTRIGHTLTLEFTFHFIRE HYDRANTPROPERTY LINE⅊ OR P/L OR PLSPPWCRWRECLAIMED WATERBNDYBOUNDARYTYPTYPICALGRIND AND OVERLAYCONSTRUCT AC PAVEMENTSTREET LIGHTSTANDARD PLANS FOR PUBLICWORKS CONSTRUCTIONREMOVE EXISTING PAVEMENTWWATER LINEIMPIMPROVEMENT(S)JSJUNCTION STRUCTURESWALKSIDEWALKRCFCRIVERSIDE COUNTY FLOOD CONTROLLGLIP OF GUTTERPRIVATE ENGINEER'S NOTICE TO CONTRACTORQUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL INDEPENDENTLY ESTIMATE QUANTITIES FOR BIDDING PURPOSES. THECONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THEENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.PROPOSED CONCRETE SIDEWALKCLCOVER SHEETSHEET LIST TABLEINDEXTITLE1COVER SHEET2DETAIL SHEET3DEMOLITION PLAN FOOTHILL BLVD4DEMOLITION PLAN RED HILL COUNTRY CLUB DR5FOOTHILL BLVD STA 9+50 TO 14+506FOOTHILL BLVD STA 19+42.83 TO 25+38.817REDHILL COUNTRY CLUB DR STA 10+00 TO 14+008REDHILL COUNTRY CLUB DR STA 14+00 TO 17+35.959CROSS SECTIONS - FOOTHILL BLVD10CROSS SECTIONS - REDHILL COUNTRY CLUB DR.11FOOTHILL BLVD STREET LIGHT PLAN12REDHILL DR STREET LIGHT PLAN13SIGNING AND STRIPING-FOOTHILL BLVD14SIGNING AND STRIPING-RED HILL COUNTRY CLUB DRIVECONSTRUCTION NOTESQ'TYUNITS1CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A2-81137LF2CONSTRUCT FULL DEPTH AC PAVEMENT1665SF3CONSTRUCT 6" AC PAVEMENT OVER 8" CLASS 2 A.B. TOP 1" AC LIFT SHALL BE RUBBERIZED AC PAVEMENT5558SF4COLD PLANE (MILL) 0.1' MIN. EXISTING PAVEMENT AND CONSTRUCT VARIABLE THICKNESS OVERLAY (0.17' MIN.)ASPHALT PAVEMENT AND JOIN PER DETAIL ON SHEET 27613SF5CONSTRUCT 2' V-GUTTER PER DETAIL 5 ON SHEET 225SF6CONSTRUCT GUTTER TRANSITION PER DETAIL 6 ON SHEET 25LF7CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103. WIDTH PER PLAN8450SF8CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101-C AND PER DETAIL CON SHEET 21EA9CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 106-A AND PER DETAIL A ONSHEET 21139SF10CONSTRUCT ACCESS RAMP PER DETAIL A ON SHEET 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103 ANDAPWA STD. PLAN NO. 111-4 TYPE 12EA11CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 105-C AND PER DRIVEWAYDETAIL B ON SHEET 236LF12CONSTRUCT CURB TRANSITION PER DETAIL SHOWN ON SHEET 29LF13CONSTRUCT 6" PCC, 520-A-2500 CONCRETE463SF14CONSTRUCT 6" CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A1-623LF15CONSTRUCT PARKWAY DRAIN PER DETAIL 15 ON SHEET 62EA16CONSTRUCT 0" TO 6" CURB TRANSITION PER DETAIL ON SHEET 210LF17CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 17 ON SHEET 61EA18INSTALL RAISED TRUNCATED DOMES (COLOR: TERRA PAVING) BY WAUSAU TILE, INC. OR APPROVED EQUAL2EA19CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 107-A1EA20INSTALL 4" FIBER OPTIC CONDUIT, SCHEDULE 40 PVC416LF21INSTALL 3'X4'X3' PULL BOX1EA22NOT USED--DEMOLITION NOTESPPROTECT IN PLACERRELOCATEDDEMOLISHAADJUST TO FINISH SURFACESREMOVE AND SALVAGE PERSEPARATE PLAN11SAWCUT AND REMOVE EXISTING8" CURB AND GUTTER12REMOVE EXISTING SIDEWALK13REMOVE EXISTING CONCRETE14SAWCUT AND REMOVE AC15MILL AND OVERLAY 2" AND JOINPER DETAIL ON SHEET 216REMOVE SIGN1STREET IMPROVEMENT GENERAL NOTESNOTICE OF THE LOCATION OF UNDERGROUND UTILITIESTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATED AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANYNECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND OR/ GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TOTAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESEPLANS.THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR THE UTILITIES SHOWN/NOT SHOWN. THE CONTRACTOR IS REQUIRED TO TAKEDUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND FACILITIES NOT OFRECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TOEXCAVATION.SMHSEWER MANHOLELANDSCAPE ARCHITECTDAVID EVANS AND ASSOCIATES4141 INLAND EMPIRE BLVD., SUITE 250ONTARIO CA 91764(909) 481-5750ATTN: KIM RHODES, PLABENCHMARKBASIS OF BEARINGTHE BASIS OF BEARINGS FOR THIS PROJECT IS BASED ON THEHORIZONTAL CONTROL NETWORK OF THE COUNTIES OF SANBERNARDINO AND LOS ANGELES AS DEFINED BY THENATIONAL GEODETIC SURVEY'S CALIFORNIA COORDINATESYSTEM (CCS), 1983 NORTH AMERICAN DATUM (NAD83), ZONE5, 2011 EPOCH.DRY UTILITY CONSULTANTMORROW MANAGEMENT1130 VIA CALLEJONSAN CLEMENTE CA 92673(949) 218-8500CONSTRUCTION NOTES FOR STREET TREES:1) ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BEFURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAYREQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.3) ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICESDEPARTMENT.4) STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.STREET TREE LEGENDSTREET TREE CONSTRUCTION NOTES:SYMBOLSTREETBOTANICAL NAMECOMMON NAMESIZEQTY.I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBEDBY THIS PROJECT. ALL SAID MONUMENTS THAT EXISTED IN THE FIELD AS OF THE DATE OF THE SURVEY, SAIDDATE BEING OCTOBER 30, 2020, ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:EXISTING SURVEY MONUMENTATIONRED HILLFOOTHILLPLANTANUSRACEMOSACALIFORNIASYCAMORE24" BOX10FOOTHILLCRAPE MYRTLE15 GAL15LAGERSTROEMIAINDICA 'MUSKOGGII'REDHILLLONDON PLANETREE15 GAL10PLANTANUS XACERIFOLIAREDHILLFOREST PANSYEASTERN REDBUD15 GAL4CERCIS CANADENSIS'FOREST PANSY'REDHILLAFGHAN PINE24" BOX4PINUS ELDARICAPRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THECORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTYSURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TOREST THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDEDTO THE CITY.PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPYOF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTYSURVEYOR FOR THE SETTING OF THE EXISTING MONUMENTS AND THE RELATEDPERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALLBE PROVIDED TO THE CITY.DATEDOUGLAS FULDE P.L.S. NO. 8726234561FOUND 4X4 CONC. MONUMENT, NO REFERENCE.FOUND NAIL & TAG "ILLEGIBLE", IN LIEU OF 12 INCH IRON ROD, PER R8.FOUND NAIL & TAG "LS 3002", NO REFERENCE. HELD FOR CORNER.FOUND 1 INCH IRON PIPE NO TAG, NO REFERENCE. HELD FOR CORNER.FOUND 1 INCH IRON PIPE NO TAG, IN LIEU OF 1 INCH "CSM", PER R8.FOUND 34 INCH IRON PIPE TAGGED "RCE 9399", NO REFERENCE. HELD FOR CORNER.UTILITY CONTACTSELECTRICITYSOUTHERN CALIFORNIA EDISON COMPANY7951 REDWOOD AVENUEFONTANA, CA 92366(800) 665-4555WATER/SEWERCUCAMONGA VALLEY WATER DISTRICT10440 ASHFORD STREETRANCHO CUCAMONGA, CA 91730(909) 987-2591NATURAL GASSOUTHERN CALIFORNIA GAS COMPANY216 N. EUCLID AVENUEONTARIO, CA 91762(800) 427-2200CABLETIME WARNER(888) 892-2253REFUSEBURRTEC WASTE(909) 987-37171.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS.CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.2.ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN ORNOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BETHE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.3.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FORANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARESHOWN ON THESE PLANS.4.A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANYENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.5.ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENTPOINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BEREQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.6.ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BEPERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TOTHE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.7.AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONSCOMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALSREPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVEANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.8.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS.9.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BYREMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADEMATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.10.IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.11.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HISOWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOTSPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.12.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION.13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HISOWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOTSPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION.15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSIONDISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEERFOR APPROVAL.16.WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BECLEANED UPON REQUEST OF THE INSPECTOR.17.CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COROF FOOTHILL BLVD / GROVE AVE IN MIDDLE OFSIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FTWEST OF END OF CURB RETURN. ELEV = 1291.431(06-01-1970)MHMAN HOLEEGEXISTING GROUND23INSTALL LED STREET LIGHT 36-WATT LED (EATON/VERD A016-D-U-T3-4NY-AP) PER CITY OF RANCHO CUCAMONGA STD. PLAN410.3EA24INSTALL 1 1/2" PVC (SCH. 40) CONDUIT WITH (2)#8 THWN-CU & (1)#8 CU-GED.810LF25INSTALL SERVICE PEDESTAL PER DETAIL A ON SHEET 11. AFFIX 4" HELVETICA ADDRESS NUMBER ON STREET SIDE OFCABINET. PROVIDE 3" CONDUIT TO RCMU TRANSFORMER.2EA26INSTALL BROOKS NO 3 1/2 PULLBOX PER CITY OF RANCHO CUCAMONGA STD. 413.6EA27REMOVE AND RELOCATE EX. STREET LIGHT AND ASSOCIATED PULLBOX.2EA28INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STD. 409.1EA
TYPICAL SECTION - RED HILL COUNTRY CLUB DRIVE(STA 10+00.00 TO STA 17+39.00)SCALE:1"=10'EX NORTHLY
RIGHT-OF-WAY
2% ±EX SOUTHERLY
RIGHT-OF-WAYEX. SLOPEEX. SLOPE10'±15'30'80'6.5'(TI=5, R-VALUE TO BE DETERMINED BY SOILS ENGINEER)REMOVE EX. AC. REPLACE W/FULL DEPTH AC 9" MINEX. SLOPEEX. SLOPE±25'1SAWCUT4EX. SLOPEVARIESEX. SLOPEVARIESPROP. SOUTHERLYRIGHT-OF-WAY15'15'8.5'1279.65 TC1278.98 FL 1277.09FL1278.06 TC1277.56 FS1278.11 TC1277.61 FS1.5%1277.97FS-GB1278.59 TC1278.09 FL1275.46 TC1274.79FL2.01%E. FOOTHILL BLVD.1276.24FS-GB1276.39FSFL1276.311278.06FL3.5%3.2%⅊⅊⅊3.5%FS1278.86FS1278.808.4'0" TC1276.14 FS
1276.70FS-GB1276.16FS8" CF/BC7.6" CF1276.66 TC1276.03 FL1276.53 TC1276.18 FL6" CF/EC 0" TC1278.16 FS(1279.27)FS8" CF/EC 1278.83FS-GB1278.79FS-GB6.48"CF1278.62 TC1278.09 FS2.3%0.5%3.9%2.0%2.42%5.7%8.3%1276.72 TC1276.22 FL6" CF/BC6.96" CF1278.91 TC1278.28 FS1276.94FS1.76%3.5%4'8'6'1278.92FS-GB1.8%1.2%1.4%
1276.87
FS
1276.83FS-GB1276.74FS-GB2.0%4.9%5.
0
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8%(2.1%)0.7%9.2'PR. R/W4.3" CF2.0%4'7.4%0" TC1276.14 FS 0" TC1278.12 FS4.6%1277.89FL5'0.3%
9.
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2%1278.09 TC1277.59 FS1277.99 TC1277.49 FS1277.99 TC1277.49 FS1277.48 TC1276.98 FS1277.97 TC1277.47 FS1277.99 TC1277.49 FS1278.15 TC1277.65 FS1278.42 TC1277.92 FS1277.90 TC1277.40 FS1277.20 TC1276.70 FS1277.22 TC1276.72 FS1277.20 TC1276.70 FS1277.64 TC1277.14 FS6'0.60%0.50%1278.35 TC1277.85 FS1277.91 TC1277.41 FS1277.72 TC1277.22 FS1278.07 TC1277.57 FS1277.82 TC1277.32 FS-GBFL-GB1276.091276.39FS1276.12FL-GB1276.13FS1278.03FS-GB1277.73FL-GB1278.11FS-GB1277.91FL-GB1277.85FS-GB1277.63FS-GB1277.34FS-GB1277.26FS-GB1276.74FS-GB1278.98FS-GB1277.86 TC1277.36 FS-GB1277.34 TC1276.84 FS9.4%8.3%1414141413131814PROP. R/WEXIST. R/W6.
7%FS1279.778'TYPICAL SECTION - FOOTHILL BLVD(STA 10+00.00 TO STA 14+15.00)SCALE:1"=10'(2% ±)EX SOUTHERLY
RIGHT-OF-WAY
EX. SLOPEEX. SLOPE10'58'51'133'6'2% 2:1 MAX2:1 MAX6'EX WESTERLYRIGHT-OF-WAYPROP. NORTHERLYRIGHT-OF-WAYGRIND ANDOVERLAYSAWCUT73VARIESVARIES44(TI=9, R-VALUE TO BE DETERMINED BY SOILS ENGINEER)EX. SLOPEVARIESEX. SLOPEVARIES109' VARIES11298.12 TC
1297.45FL
END TRANS.
8" C.F.RED HILL COUNTRY CLUB DR.131295.02 TC
1294.35FL
8" C.F.
BEG TRANS.
1297.81 TC
1297.14FL
8" ROLLED CURB
BEG TRANS.
1295.27 TC
1294.60FL
END TRANS.
8" ROLLED CURB
4.00'℄℄12+48.52 ℄ RED HILL COUNTRY CLUB DR.=1+00.00 ℄ DRIVE "B"5'4'5'
FL
1295.03
FL
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2.0%TC1295.73TC1297.36DRIVEWAY B'168'
8'141416121277116.8%2.0%
6.5' SW
6.5' SW
PROP. R/WPROP. R/W2.0%26'FS1297.72FS1295.906.8%25' STORM DRAIN ESMTMILL 0.10' MIN. EXIST. PAVEMENT ANDOVERLAY 0.17' MIN.SAWCUT AND REMOVE 1' (MIN.)EXIST. PAVEMENTEXIST. AC PAVEMENTPROPOSED PAVEMENT 5'(MIN.)SAWCUT LINE
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24"EX. TOP OF CURB5'GUTTER PLATE TRANSITION18"EX. GUTTER EDGEPR. TOP OF CURBPR. GUTTER EDGE(1260.39) FS0" CURB(1260.46) TC(1259.91) FL(1259.30)FL1259.75 FS0" CURB1260.47 FSBW1259.46 TC(1258.79) FL(1259.01) TC(1258.34) FLSAWCUT AND REMOVEPORTION OF EX. DWYPR. 8" TO 0" TRANSITIONCURB RETURNSAWCUT LINEPR. RETAINING WALL PERSEPARATE PLAN AND PERMIT20' WATER DISTRICT ESMT25' STORM DRAIN ESMTEX. EDGE OFPAVEMENTP/L(1259.86)FSECBCREMOVE EX.CURB RETURNPR. PARKWAYPR. SIDEWALKPER PLAN SHEET 64'EX. DRIVEWAYFOOTHILL BLVD.8" CFEX. STREET SIGN.PROTECT IN PLACE6" CFEX. STREET SIGN.PROTECT IN PLACEEX. EDGE OFPAVEMENTEX. PARKINGLOT10' GAS ESMT1' MIN.1' MIN.STA. 19+65.5348.75' LT. ST. ℄STA. 19+88.7749.25' LT. ST. ℄EX. CURB7W=4'EX. R/W8" CFJOIN EX. C&G(1260.94) FG1260.10 INV.12.0'FS1259.942.0%2.0%2.0%FL(1259.72)(1260.45) TC5" CURB(1260.45) TC6" CURBREMOVE PORTION OF EX. CURBPER DEMO PLAN ON SHEET 31978.6%Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-CV-002-PSFO0002 - Detail Sheets.dwg
Last Opened: Dec 08, 2022 - 3:27pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
KR
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564DRIVEWAY DETAIL ASCALE 1' = 10'DRIVEWAY DETAIL BSCALE 1' = 10'DETAIL SHEETPAVEMENT JOIN DETAILN.T.S.4CONSTRUCTION NOTES1CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A2-82CONSTRUCT FULL DEPTH AC PAVEMENT3CONSTRUCT 6" AC PAVEMENT OVER 8" CLASS 2 A.B. TOP 1" AC LIFT SHALL BE RUBBERIZED AC PAVEMENT4COLD PLANE (MILL) 0.1' MIN. EXISTING PAVEMENT AND CONSTRUCT VARIABLE THICKNESS OVERLAY (0.17' MIN.) ASPHALTPAVEMENT AND JOIN PER DETAIL ON SHEET 25CONSTRUCT 2' V-GUTTER PER DETAIL 5 ON SHEET 26CONSTRUCT GUTTER TRANSITION PER DETAIL 6 ON SHEET 27CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103. WIDTH PER PLAN8CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101-C AND PER DETAIL C ON SHEET 29CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 106-A AND PER DETAIL A ON SHEET 210CONSTRUCT ACCESS RAMP PER DETAIL A ON SHEET 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103 AND APWA STD.PLAN NO. 111-4 TYPE 111CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 105-C AND PER DRIVEWAY DETAIL B ONSHEET 212CONSTRUCT CURB TRANSITION PER DETAIL SHOWN ON SHEET 213CONSTRUCT 6" PCC, 520-A-2500 CONCRETE14CONSTRUCT 6" CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A1-615CONSTRUCT PARKWAY DRAIN PER DETAIL 15 ON SHEET 616CONSTRUCT 0" TO 6" CURB TRANSITION PER DETAIL ON SHEET 217CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 17 ON SHEET 618INSTALL RAISED TRUNCATED DOMES (COLOR: TERRA PAVING) BY WAUSAU TILE, INC. OR APPROVED EQUAL19CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 107-ASTA 10+61.482STA 12+48.52CURB TRANSITIONN.T.S.16GUTTER PLATE TRANSITIONN.T.S.6PROPOSED CONCRETELEGENDCONTINUATION
PER SEP. ONSITE
ST. IMP. PLANS6" TO 0" CURB TRANSITION6"
C
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N
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NN.T.S.5'-0"TRANSITION12DRIVEWAY DETAIL CSCALE 1' = 10'STA 19+54.508NOTES:-COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELYADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN1:20 (5%).-THE GRADE BREAK BETWEEN THE COUNTER SLOPES OF A GUTTER AND/OR ROADSURFACE WITHIN 24 INCHES OF THE CURB RAMP AND THE RUNNING GRADE OF THECURB RAMP SHALL NOT EXCEED THE ALGEBRAIC DIFFERENCE OF 11 PERCENT. IF TWOOR MORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24 INCHES.10911SEE SHEET 5 FOR CURBCURVE LINE DATA52' V-GUTTERN.T.S.2.00'0.50'8.33%8.33%
MHEX. LOT LINEEX. EP2' PHONE ESMT.11/8/67BOOK 6931/617(EX. 3" GAS)EX. FIRE HYDRANT PERSEPARATE CVWD PLANAND PERMITEX. LOT LINESAWCUT LINE10+0011+0012+0013+0014+00REX. STREETLIGHTTO BE RELOCATED PERSTREETLIGHT PLAN.SEE SHEET 11.REX. SIGNSEX. SIGNSEX. SIGNALFLASHING BEACON.SEE SHEET 5.℄SAWCUT LINEEX. ELECTRICPULL BOXAEX. CHAINLINKFENCEDDENDBEG⅊⅊110'60'60'11'50'49'47.5'EX. CHAINLINKFENCE121313PEX. TREE(TYP.)⅊DEX. PKWYVEGETATION12EX. WALK13EX. CROSSGUTTEREX. RAMPEX. RAMPEX. WALK10' STREET ESMT.
7/23/82
INST. 82-144155EX. C&GEX. WALKEX. WTVALVEPA111114141411EX. PAINT STRIPEEX. EPSPR. R/W15PORTION OF FENCE TO BE REMOVEDPER ON-SITE DEMO PLANSPORTION OF FENCE TO BE REMOVEDPER ON-SITE DEMO PLANSEX. R/WPROP. R/WMHMHMH20+0021+0022+0023+0024+0025+00EX. 11' ROAD ESMT.
PER INSTRUMENT NO.
2009-0483459,
RECORDED 11/05/2009,
O.R.EX. WATER VALVE(EX. 3" GAS)20' WATER DISTRICTESMT 11/1/60 BOOK5305/52825' SDEASEMENTEX. SIGNPEX. STLIGHTPPEX. STLIGHTPEX. STLIGHTPEX. STLIGHTPEX. C&GEX. 10' WATER DISTRICT
ESMT 11/1/60 BOOK
5305/528
EX. 6' SIDEWALKPEX. STLIGHTDDOWN-DRAINDDOWN-DRAINDRETAINING WALLS PERSEPARATE PLAN13PER DRIVEWAYDETAIL 'C', SHEET 2.13Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-DM-001-PSFO0002 - Foothill Blvd.dwg
Last Opened: Dec 08, 2022 - 3:27pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
KR
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564DEMOLITION PLAN FOOTHILL BLVDGRIND AND OVERLAYREMOVE EXISTING PAVEMENT/CONCRETEDEMOLITION NOTESPPROTECT IN PLACERRELOCATEDDEMOLISHAADJUST TO FINISH SURFACESSALVAGE EXISTING SIGN AND RETURN TO CITY OF RANCHO CUCAMONGA11SAWCUT AND REMOVE EXISTING 8" CURB AND GUTTER12REMOVE EXISTING SIDEWALK13REMOVE EXISTING CONCRETE14SAWCUT AND REMOVE AC15MILL AND OVERLAY 2" AND JOIN PER DETAIL ON SHEET 216REMOVE SIGN1"= 20'scalefeet20020403®LEGEND1"= 20'scalefeet2002040LIMITS OF WORK®NOTES EXISTING MONUMENT. SEE SHEET 1.121
(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)SDSDSDSD
SD
DWSDSDSD10+0011+0012+0013+0014+00EX. EP8" WEX. POWER POLETO BE REMOVEDPER SEPARATE PLANPEX. SMHPPEX. WT VALVEDEX. 24" SDTRACT BOUNDARY⅊142' MIN.ASAWCUT LINEEX. EPAAA14DDCHAINLINKGATEDEX. TREES(TYP.)TRACT BOUNDARYPEX. TREE(TYP.)PEX. EPLIMITS OF CONSTRUCTION15VARIES: 65.60'-80'
VARIES: 25.60'-40'
15'
40'
VARIES: 10.60'-25'VARIES VARIES
11'
40'
17'±
39'
23'±
69'
39'30'
13'±27±
15'±24'±15'15'
79'
11'℄EX. GASVALVEEX.SMHPR. R/WDEX. SD INLETNOTE: SEE SEPARATE PUBLIC STORMDRAIN PLAN FOR DEMOLITION WORK ATINLETS PER CITY DWG #2526-DSAWCUT LINEREMOVE"NO DUMPING,NO TRESPASSING"SIGNRCURVEADVISORYSIGN. SEESHEET 14(8"S)(8"S)EX. POWER POLETO BE REMOVED PERSEPARATE PLANEX. C&GEX. TRACT BOUNDARY14+0015+0016+0017+0018+00EX. EPDEX. STREET LIGHTEX. POWER POLETO BE REMOVED PERSEPARATE PLANEX. POWER POLETO BE REMOVED PERSEPARATE PLANPEX. SMHPEX. GASVALVEDEX. SL℄EX. 4' SIDEWALKEX. EP 8" W14AA⅊142' MIN.2' MIN.142' MIN.D±69'39.37'30'15'±25'±69'39'30'15'±24'±15'15'11'14.16'11'SAWCUT LINE15EX. TREES(TYP.)PR. R/WPR. R/WRSIGNRSIGNDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-DM-002-PSFO0002 - Redhill Country Club Dr.dwg
Last Opened: Dec 08, 2022 - 3:28pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564DEMOLITION PLANRED HILL COUNTRY CLUB RD1"= 20'scalefeet2002040GRIND AND OVERLAYREMOVE EXISTING PAVEMENT4DEMOLITION NOTESPPROTECT IN PLACERRELOCATEDDEMOLISHAADJUST TO FINISH SURFACESREMOVE AND SALVAGE PER SEPARATE PLAN11SAWCUT AND REMOVE EXISTING 8" CURB AND GUTTER12REMOVE EXISTING SIDEWALK13REMOVE EXISTING CONCRETE14SAWCUT AND REMOVE AC15MILL AND OVERLAY 2" AND JOIN PER DETAIL ON SHEET 216REMOVE SIGNMATCHLINE 14+00 SEE BELOWLEGEND1"= 20'scalefeet2002040®MATCHLINE 14+00 SEE ABOVE
®LIMITS OF WORK1NOTES EXISTING MONUMENT. SEE SHEET 1.6345
SS
SSSSSSSSSSSSSSSSSSSDCOSDWDWDWDWDWDWDWDWDWDWDWDWDWDW(8
"S
)MHEX. LOT LINEEX. EPEX. C&GPR. 8"SS2' PHONE ESMT.11/8/67BOOK 6931/617(EX. 3" GAS)PR. 8" DW PERSEPARATE PLAN &PERMITC1C2C3C4
C5C6EX. LOT LINESAWCUT LINE10+0011+0012+0013+0014+0015+0011+09.98 BCR1276.10 TC1275.42 FL
13+83.18 PRC
1270.97 TC
14+14.88 ECR
1270.62 TC
JOIN EX. CURB
10+89.13 ECR1276.56 TC1276.06 FL10+00.72 BC 1279.71 TC 1279.04 FLJOIN EX. C&G 48' LT10+03.47 PRC/ECR1279.65 TC1278.98 FL9 10+35.70 BCR1278.58 TC1278.08 FL710
317410113+53.44 PRC
1271.40 TCC4SEE DRIVEWAY DETAIL AON SHEET 2℄SAWCUT LINEW=6'⅊⅊110'60'60'59'11'50'47'50'49'47.5'10+61.48 ℄ FOOTHILL BLVD.=1+00.00 ℄ DRIVE "A"℄33W=6'⅊PR. R/W10' STREET ESMT.
7/23/82
INST. 82-14415515' MIN.45' MIN.EX. C&GEX. WALK 10+00.00SAWCUT LINE42.5' LT
EX PAVEMENTSTRIPING2+00
12751271127212731274127612771278PR. R/WR/W14+08.18
1270.72 TC
1270.05 FL15REMOVE EXISTINGSIGNAL FLASHINGBEACON AND R26 (CA)SIGN & SALVAGE TOCITY YARDPR. RELOCATED STREETLIGHT PER STREET LIGHTPLAN. SEE SHEET 11.R=2400.00'L=1280.37'∆=030°34'00"R=31'R=20'L4L3L2L1C8C7PR. STREET LIGHT PERSTREET LIGHT PLAN.SEE SHEET 11.66'7'2024EX. POWER POLEWITH METEREX. PULLBOXE
EX. FIBER OPTICPULLBOX204'2120EE217JOINEX.SIDEWALK0.5'6.5'10+0011+0012+0013+0014+0014+50MOC
1271.04 TC
MOC
1270.89 TC
PRC
1270.97 TC
JOIN EX. CURB
1270.62 TC
BCR1278.58 TCΔ/41278.66 TCΔ/41278.89 TCΔ/41279.24 TCSTA 10+03.47 ECR1279.65 TCECR1276.70 TCΔ/41276.67 TCΔ/41276.55 TCΔ/41276.35 TC STA 10+00.721279.71 TC
-1.93%STA 13+53.44 BCC
1271.40 TC
LC=29.67'LC=31.85'Δ/2Δ/2Δ/2-2.29%-0.50%-0.50%-1.46%LC=31.80'6" TO 8" TRANSLC=49.48'8" TO 6" TRANS(-1.82%)2.05%2.52%3.23%1.51%0.38%3.33%2.83%1.86%0.68%12.37'12.37'12.37'12.37'7.95'7.95'7.95'7.95'Δ/211+09.981276.10 TC11+50.001275.32 TC
12+00.00
1274.36 TC
12+50.00
1273.39 TC
13+00.00
1272.43 TC
13+50.00
1271.46 TC
10+00.001280.0210+50.001278.8411+00.001277.7211+50.001276.62
12+00.00
1275.49
12+50.00
1274.45
13+00.00
1273.29
13+50.00
1272.25
14+00.00
1271.31 E.G.AT ℄PR. LT TCE.G. AT LTCURBPR. R/W LINE/CURVE TABLELINE #/CURVE #C1C2C3C4C4C5C6C7C8L1L2L3L4DELTA/BEARING000°03'59"091°27'12"091°05'22"005°48'43"005°48'43"020°00'07"021°28'18"020°00'07"005°43'32"S11°43'15.90"ES62°19'38.29"ES27°40'21.71"WS62°19'38.29"ELENGTH2.72'49.48'31.80'237.47'237.47'29.67'31.85'32.12'233.24'16.73'40.15'0.33'48.73'RADIUS2352.00'31.00'20.00'2341.00'2341.00'85.00'85.00'92.00'2334.00'TANGENT1.36'31.80'20.38'118.84'118.84'14.99'16.12'16.22'116.72'Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-IM-003-PSFO0002 - Foothill Blvd.dwg
Last Opened: Dec 08, 2022 - 3:28pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564FOOTHILL BOULEVARDSTA 9+50.00 TO 14+50.00GRIND AND OVERLAYCONSTRUCT AC PAVEMENTPROPOSED CONCRETE SIDEWALK1"= 20'scalefeet20020405®PROFILE SCALESHORIZ. 1"=20'VERT. 1"=2'LEGEND1270 CL1280 CL1270 CL1280 LT1270 LT1280 LTCONSTRUCTION NOTES1CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A2-83CONSTRUCT 6" AC PAVEMENT OVER 8" CLASS 2 A.B. TOP 1" AC LIFT SHALL BE RUBBERIZED AC PAVEMENT4COLD PLANE (MILL) 0.1' MIN. EXISTING PAVEMENT AND CONSTRUCT VARIABLE THICKNESS OVERLAY (0.17' MIN.) ASPHALTPAVEMENT AND JOIN PER DETAIL ON SHEET 27CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103. WIDTH PER PLAN9CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 106-A AND PER DETAIL A ON SHEET 210CONSTRUCT ACCESS RAMP PER DETAIL A ON SHEET 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103 AND APWASTD. PLAN NO. 111-4 TYPE 115CONSTRUCT PARKWAY DRAIN PER DETAIL 15 ON SHEET 620INSTALL 4" FIBER OPTIC CONDUIT, SCHEDULE 40 PVC21INSTALL 3'X4'X3' PULL BOX22NOT USED23INSTALL LED STREET LIGHT 36-WATT LED (EATON/VERD A016-D-U-T3-4NY-AP) PER CITY OF RANCHO CUCAMONGA STD. PLAN410.BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COROF FOOTHILL BLVD / GROVE AVE IN MIDDLE OFSIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FTWEST OF END OF CURB RETURN.
MHMHMHSD SD SD SD(1259.01 TC)(1258.34FL)JOIN EX. C&G(1257.01 TC)(1256.34FL)1259.46 TC1258.785 FL(1253.94 TC)(1253.27FL)(1251.79 TC)(1251.12FL)(1248.71 TC)(1248.04FL)(1246.59 TC)(1245.92FL)(1244.86 TC)(1244.19FL)(1243.24 TC)(1242.57FL)(1242.48 TC)(1241.81FL)(1242.04 TC)(1241.37FL)JOIN EX. SIDEWALK7EX. 11' ROAD ESMT.
PER INSTRUMENT NO.
2009-0483459,
RECORDED 11/05/2009,
O.R.(EX. 3" GAS)PR. 78"SD20' WATERDISTRICT ESMT11/1/60 BOOK5305/52825' SDEASEMENTFS1259.8611257.28FS1254.18FS1246.83FS1242.16FSW=5'7W=5'7W=5'℄⅊⅊EX. C&G(PROTECTIN PLACE)PR. 78" SD PER CITYDWG # 2526-DFS1259.942.00%4.16%(3.58%)PR. RETAINING WALLPER SEPARATE PLANPR. 2:1 SLOPE GRADINGPER SEPARATE PLAN2.00%
2.00%
2.00%1257.18FS1254.08FS3.52%EX. 10' WATER DISTRICT
ESMT 11/1/60 BOOK
5305/528
1246.73FS1242.50FS1242.28FS2.87%1.56%(0.72%)EX. 6'SIDEWALK126012581259
12
4
5
1250
1255
1
2
4
3
12
4
4
12
4
6
124
7
124
8
124
9
1251
1252
1253
12541256
EX PAVEMENTSTRIPING⅊20+0021+0022+0023+0024+0025+001242.62FSPR. RETAINING WALLPER SEPARATE PLAN8EX. R/WPR. R/WSEE DETAIL "C" ON SHEET 27'
STA 25+35.93
1242.67 TC
(1241.83)FL
8" CF15 PR. IRR. METER ANDSERVICE PER SEPARATEPUBLIC WT PLANS17EX. C&G(PROTECTIN PLACE)8'TYPICAL SECTION - FOOTHILL BLVD(STA 19+64.00 TO STA 25+39.00)SCALE:1"=10'58'72'(2% ±)2% ±2:1 MAX2:1
MAX7'EX NORTHERLY
RIGHT-OF-WAY
PROP. NORTHERLY
RIGHT-OF-WAY
7VARIESVARIES℄Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-CV-002-PSFO0002 - Detail Sheets2.dwg
Last Opened: Dec 08, 2022 - 3:27pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564DETAIL SHEETSIDEWALK PLANSCALE 1' = 20'PROPOSED CONCRETE SIDEWALK6LEGEND(STA 19+64.00 TO STA 25+39.00)CONSTRUCTION NOTES1CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A2-87CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103. WIDTH PER PLAN8CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101-C AND PER DETAIL C ONSHEET 215CONSTRUCT PARKWAY DRAIN PER DETAIL 15 ON SHEET 617CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 17 ON SHEET 618INSTALL RAISED TRUNCATED DOMES (COLOR: TERRA PAVING) BY WAUSAU TILE, INC. OR APPROVED EQUAL1"= 20'scalefeet2002040®PARKWAY DRAIN DETAIL15SEE PLAN VIEWBOTTOM RIGHTFOR TRANSITIONPLAN VIEWN.T.S.PLAIN VIEW24" TO 14" COVERPLATE TRANSITIONPR. 24" V-DITCH PERSEPARATE RG PLANSPR. 24" V-DITCHFLOWLINE1.17'2.00' V-DITCH1.50'TRANSITIONSIDEWALKCONC.PLATECOVERNOTE: STREET TREES SHALL BE INSTALLED PERTHE NOTES AND LEGEND ON SHEET 1.NOTES EXISTING MONUMENT. SEE SHEET 1.112DOWNDRAIN TO PIPE TRANSITION DETAIL17N.T.S.2'-8"6"NOTES:1. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE.2. REINFORCING SHALL BE 6"X6" - W1.4XW1.4 WWM OR ENGINEER APPROVED EQUAL. REINFORCEMENT SHALL HAVE A MINIMUM OF 1" CLEAR COVER AND SHALL BE PROPERLY FIXED AND SUPPORTED DURING PLACEMENT OF CONCRETE.3. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.1.0'2.0'8"4"FOOTHILL BLVDSTA 19+42.83 TO STA 25+38.81R/W
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/SDSDSDSD
SD
DWSDSDSDSTA 12+70.52
END TRANSITION
STA 13+22.00
SL PR. 78" SDL910+0011+0012+0013+0014+00L8L7L58" W℄W=6'W=4'⅊VARIES: 25.60'-40'
15'
VARIES: 4.10'-16.50'
VARIES: 10.60'-25'VARIES
8.5'12'
80'
40'40'
25'
6.5'
6.5'W=6'40'2' MIN.70'
13'±27±
15'±15'
25'±
4'
6'W=6'2' MIN.℄13102:1 23:1EX. EP72111EX. POWER POLETO BE REMOVEDPER SEPARATE PLAN7SEE DRIVEWAY DETAIL BON SHEET 2PR. CMP CATCH BASINPER CITY DWG NO. 2526-DTRACT BOUNDARY121271SAWCUT LINEPR. 8" DWPER SEPARATE PLAN &PERMITPR. 66" SDPER CITY DWG NO. 2526-D17212+48.52 ℄ RED HILL COUNTRY CLUB DR.=1+00.00 ℄ DRIVE "B"TRACT BOUNDARY1414EX. EPEX. DRIVEWAYEX. R/WEX. FENCETO REMAINSTA 13+71.78
BC
STA 12+26.52
BEGIN TRANSITION
STA 12+30.52
END TRANSITION
STA 12+66.52
BEGIN TRANSITION
STA 10+01.30BEGIN CURB & GUTTERSTA 11+22.00SL
PR. STREET LIGHT PERSTREET LIGHT PLAN.SEE SHEET 11.13L1145' MIN.4PR. IRR. METER ANDSERVICE PERSEPARATE WT PLANEX. R/WPR. R/WPR. R/W11'
15'
15'
11'L6L13STA 10+57.45(1290.49 TC)(1289.82 FL)JOIN C&GSTA 10+93.45(1290.48 TC)(1289.81 FL)JOIN C&G
C9EX. EPEX. TOE OF SLOPESTA 10+75.45GOLF COURSEACCESS ROAD2' MIN.2VARIES: 65.60'-80'
VARIES
PR. 18" SD
EX. EP℄CB#1 PR. CATCH BASIN & LOCAL DEPRESSIONTO BE CONSTRUCTED PERCITY DWG NO. 2526-D PUBLIC STORM DRAIN PLANTOP OF SLOPESTA 10+79.67JOIN EP
STA 12+18.36
JOIN EP13 EXIST. ROLLING GATE TO BE REPLACED ALONG R/WAFTER CONSTRUCTION OF STORM DRAINEXISTING FENCE WITHIN 50' OF PROPOSED STORM DRAINCATCH BASINS TO BE REPLACED ALONG R/W AFTERCONSTRUCTION OF STORM DRAIN40'IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)30'10+0011+0012+0012+7513+0014+00PVI:11+65.00PVIE:1289.95'K:24.26LVC:200.00'LOW PT STA: 10+77.13LOW PT EL:1290.42BVC: 10+65.00BVCE: 1290.45'
EVC: 12+65.00
EVCE: 1297.70'I D E N T I C A L P O I N T
IDENTICAL POINT-0.50%7.
7
4%
7.
6
1%E.G. AT RT CURBPR. RTCURBE.G. AT ℄E.G. AT ℄E.G. AT RT CURBPR. RTCURBPC: 13+71.78
EL: 1305.96'
10+01.301290.77 TC10+25.001290.65 TC10+50.001290.53 TC10+75.001290.43 TC11+00.001290.53 TC11+25.001290.90 TC 11+50.001291.52 TC
11+75.00
1292.40 TC
12+00.00
1293.54 TC
12+25.00
1294.93 TC
12+50.00
1296.58 TC
12+75.00
1298.47 TC
12+75.00
1298.47 TC
13+00.00
1300.41 TC
13+25.00
1302.34 TC
13+50.00
1304.28 TC
13+75.00
1306.21 TC
14+00.00
1308.11 TC
12+75.00
(1297.79)
13+00.00
(1299.73)
13+25.00
(1301.37)
13+50.00
(1303.13)
13+75.00
(1304.95)
14+00.00
(1306.77)
10+00.001290.7910+25.001290.6010+50.001290.4210+75.001290.3311+00.001290.3411+25.001290.5911+50.001291.07
11+75.00
1291.95
12+00.00
1293.06
12+25.00
1294.34
12+50.00
1295.88
12+75.00
1297.79
7.
7
4%LINE & CURVE TABLELINE #/CURVE #C9L5L6L7L8L9L11L13DELTA/BEARING051°28'16.98"S87°34'12.70"WN65°51'53.11"WS87°34'12.70"WS61°00'18.52"WS87°34'12.70"WS87°34'12.70"WS87°34'12.70"WLENGTH282.98'133.06'4.47'36.00'4.47'101.26'372.89'56.15'RADIUS315.000'TANGENT151.84'Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-IM-004-PSFO0002 - Redhill Country Club Dr.dwg
Last Opened: Dec 08, 2022 - 3:28pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
KR
AM D
E
R
SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564REDHILL COUNTRY CLUB DRSTA 10+00 TO 14+001"= 20'scalefeet2002040CONSTRUCT AC PAVEMENTGRIND AND OVERLAYPROPOSED CONCRETE SIDEWALKPROFILE SCALESHORIZ. 1"=20'VERT. 1"=2'7MATCHLINE 14+00 SEE SHEET 8LEGENDCONCRETE FIRE ACCESS1290 RT1300 CL1300 RT1310 CL1300 CL1310 CLMATCHLINE 14+00 SEE SHEET 8CONSTRUCTION NOTES1CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A2-82CONSTRUCT FULL DEPTH AC PAVEMENT4COLD PLANE (MILL) 0.1' MIN. EXISTING PAVEMENT AND CONSTRUCT VARIABLE THICKNESS OVERLAY (0.17' MIN.) ASPHALTPAVEMENT AND JOIN PER DETAIL ON SHEET 27CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103. WIDTH PER PLAN11CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 105-C AND PER DRIVEWAY DETAIL BON SHEET 212CONSTRUCT CURB TRANSITION PER DETAIL SHOWN ON SHEET 213CONSTRUCT 6" PCC, 520-A-2500 CONCRETE14CONSTRUCT 6" CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A1-6BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COROF FOOTHILL BLVD / GROVE AVE IN MIDDLE OFSIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FTWEST OF END OF CURB RETURN.1300 RT / 1290 CL1300 RT / 1290 CL1310 RT / 1300 CL1290 RTNOTE: STREET TREES SHALL BE INSTALLED PERTHE NOTES AND LEGEND ON SHEET 1.1NOTES EXISTING MONUMENT. SEE SHEET 1.435FULL DEPTH RECONSTRUCTION
14+0015+0016+0016+5017+0017+50ID E N T I C A L P O I N T IDENTICAL POINTE.G. AT ℄E.G. AT ℄7.64%E.G. AT RT CURBPR. RTCURB7.
3
2%
6.
4
0%5.
9
3%
5
.2
7%
Mid: 15+06.53EL: 1316.01'
PT: 16+41.28
EL: 1325.10'
14+00.00(1306.77)14+25.00(1308.55)14+50.00(1310.35)14+75.00(1312.22)15+00.00(1314.14)15+00.00(1314.14)
15+25.00
(1316.04)
15+50.00
(1317.90)
15+75.00
(1319.67)
16+00.00
(1321.38)
16+25.00
(1323.02)
16+50.00
(1324.68)
13+75.001306.21 TC 14+00.001308.11 TC14+25.001309.90 TC 14+50.001311.69 TC 14+75.001313.60 TC 15+00.001315.51 TC15+00.001315.51 TC
15+25.00
1317.42 TC
15+50.00
1319.33 TC
15+75.00
1321.16 TC
16+00.00
1322.76 TC
16+25.00
1324.24 TC
16+50.00
1325.62 TC E.G. AT ℄E.G. AT RT CURBPR. RTCURBSTA 17+39.95
1331.00 TC
JOIN EXIST IDENTICAL POINTID E N T I C A L P O I N T E.G. AT ℄E.G. AT ℄16+50.00
1325.62 TC
16+75.00
1327.10 TC
17+00.00
1328.59 TC
17+25.00
1330.07 TC
16+50.00
(1324.68)
16+75.00
(1326.40)
17+00.00
(1328.16)
17+25.00
(1329.91)
7.16%
7.
6
4%
5
.
95%5.
9
0%
6
.
2
5%LINE & CURVE TABLELINE #/CURVE #C9C10L10L12DELTA/BEARING051°28'16.98"033°20'44.33"S40°18'35.69"WN35°46'31.62"WLENGTH282.98'192.06'98.94'77.01'RADIUS315.000'330.000'TANGENT151.84'98.83'///////////////////////////////////////////////////////////////////////////////////////////////
/
//
/
///
//
/
///
//
/
///
//
/
//
/W=4'C9L1014+0015+0016+0017+0018+00℄W=4' 8" W70'40'30'15'±15'
4'
25'±
4'
2'2' MIN.⅊2' MIN.40'2' MIN.70'15'±15'25'±4'6'13102:1
???EX. POWER POLETO BE REMOVED PERSEPARATE PLANEX. C>RACT BOUNDARYEX. EP2EX. POWER POLETO BE REMOVED PERSEPARATE PLANEX. POWER POLETO BE REMOVED PERSEPARATE PLAN71EX. 4' SIDEWALK7EX. EP1SAWCUT LINEPARKWAY LANDSCAPINGPER SEPARATE PLAN22EX. GUY WIRESTA 13+71.78BC
STA 16+41.
2
8
EC
STA 17+39.
9
5
JOIN EX. C
U
R
B
(
2
2
.
2
5'
R
T
)
SAWCUT LI
N
E
1
8
.
7
5
'
R
T
JOIN EX. S
I
D
E
W
A
L
K
(
2
8
.
7
0
'
R
T
)
STA 17+30.
0
0
SAWCUT L
I
N
E
13.5' RT
STA 17+00.
0
0
SAWCUT LI
N
E
12' RT
STA 16+41.
4
3
SAWCUT LI
N
E
11' RT
STA 15+22.00SL
STA 17+22
.
0
0
SL
PR. STRE
E
T
L
I
G
H
T
P
E
R
SEPARATE
S
T
R
E
E
T
L
I
G
H
T
PLAN AND
P
E
R
M
I
T
.
TYPICAL.R=300.00'L=269.50'∆=051°28'17"L12 C105' MIN.46PR. R/WPR. R/W 15.5'
11'
11'15'C9TOP OFSLOPETOP OFSLOPE(8"S)(8"S)30'
Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-IM-004-PSFO0002 - Redhill Country Club Dr.dwg
Last Opened: Dec 08, 2022 - 3:29pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
KR
AM D
E
R
SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564RED HILL COUNTRY CLUB DRIVESTA 14+00.00 TO 17+39.951"= 20'scalefeet2002040CONSTRUCT AC PAVEMENTGRIND AND OVERLAYPROPOSED CONCRETE SIDEWALKHORIZ. 1"=20'VERT. 1"=2'8®MATCHLINE 14+00 SEE SHEET 7
LEGENDMATCHLINE 14+00 SEE SHEET 71310 CL1310 RT1325 CL1310 CL / 1320 RTPROFILE SCALESCONSTRUCTION NOTES1CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, A2-82CONSTRUCT FULL DEPTH AC PAVEMENT4COLD PLANE (MILL) 0.1' MIN. EXISTING PAVEMENT AND CONSTRUCT VARIABLE THICKNESS OVERLAY (0.17' MIN.) ASPHALTPAVEMENT AND JOIN PER DETAIL ON SHEET 26CONSTRUCT GUTTER TRANSITION PER DETAIL 6 ON SHEET 27CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 103. WIDTH PER PLANBENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW COROF FOOTHILL BLVD / GROVE AVE IN MIDDLE OFSIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FTWEST OF END OF CURB RETURN.1320 CL / 1330 RT1330 CL / 1340 RT1320 RT1330 RTNOTE: STREET TREES SHALL BE INSTALLED PERTHE NOTES AND LEGEND ON SHEET 1.1NOTES EXISTING MONUMENT. SEE SHEET 1.6
9+50 10+00 11+00
12+00 13+00 14+00
14+50
10+61
-6.32%
-6.13%
-5.67%2:1
-4.72%2:12:1
-3.55%
(-6.32%)
(-5.72%)
(-0.23%)(-2.10%)(-1.01%)(0.10%)
(-4.08%)
(-1.95%)(-1.92%)(-0.13%)
(-0.69%)
(-2.60%)(-1.67%)(-1.15%)
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
PR. R/W
PR. R/W PR. R/W
EX. R/W
EX. R/W
EX. R/W EX. R/W
EX. R/W
EX. R/W
EX. R/W
PR. R/W
50.00'
(TYP.)EL: 1277.15 EP50.43 LEL: 1275.95 EP55.25 LEL: 1271.96 EP56.96 LEL: 1272.55 GB65.56 LEL: 1272.64 EP42.50 LEL: 1272.43 TC58.96 LEL: 1271.03 GB56.06 LEL: 1270.50 EP42.50 LEL: 1270.80 TC49.19 L11+50
-6.31%2:1
12+50
-5.25%2:1
13+50
-3.86%-2:1PR. R/W EX. R/W
(-6.31%)EL: 1274.86 EP56.95 LEL: 1275.45 GB65.55 LEL: 1275.77 EP42.50 LEL: 1275.32 TC58.95 LEL: 1273.89 EP56.96 LEL: 1274.71 EP42.50 LEL: 1274.36 TC58.96 LEL: 1274.48 GB65.56 LEL: 1272.93 EP56.96 LEL: 1273.52 GB65.56 LEL: 1273.68 EP42.50 LEL: 1273.39 TC58.96 L(-5.25%)EL: 1270.99 EP56.96 LEL: 1271.59 GB65.56 LEL: 1271.55 EP42.50 LEL: 1271.46 TC58.96 L(-3.86%)
OUTSIDE
CONSTRUCTION LIMITS
BEGIN
CONSTRUCTION
PROPOSED PRIVATE
DRIVEWAY
℄
OUTSIDE
CONSTRUCTION LIMITS
PR. R/W EX. R/W
℄
℄
℄℄
℄℄
℄
50.00'
(TYP.)
50.00'
(TYP.)
29.67'
50.00'
(TYP.)
79.67'
50.00'
(TYP.)
29.32'
79.32'
50.00'
(TYP.)
16.00'
66.00'
50.00'
(TYP.)
6.77'50.00'
(TYP.)
16.00'℄
50.00'
(TYP.)
16.00'56.77'66.00'
66.00'PR. R/W EX. R/W
℄
50.00'
(TYP.)
16.00'
66.00'
PR. R/W EX. R/W
℄
50.00'
(TYP.)
16.00'
66.00'Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-XS-005-PSFO0002 - Cross Sections.dwgLast Opened: Dec 08, 2022 - 3:30pm by AphSTREET IMPROVEMENT PLANS
APPROVED BY:
CITY ENGINEER
DRAWN
CHECKED
DATE FILE NO
OF
DRAWING NO.
SHEET
CITY OF RANCHO CUCAMONGA
DESCRIPTION OF REVISION
DATE:
CITY
APPROVED:
RCE:
14
DATE
PREPARED UNDER THE SUPERVISION OF:
PLAN PREPARED BY:DESIGN RECOMMENDED
R.C.E. NO
JUAB
62159
ATR/GF
MARK S. OSKORUS
Phone: 714.665.4500
Tustin California 92780-1947
17782 17th Street Suite 200
®
DESCRIPTION OF REVISION DATE
CITY
APPROVED
TRACT 16605
2526MSR/MSO
67514
FETAT
S
O
IC AILAC F
LIV INRO
No.C-62159
RP
ETSIGREKRAMDER S
FO NO
EOKSO
SU
R
LA
REENIGNISSE
11/18/2021
ENG 2018-00049 ROW2019-00564
CROSS SECTIONS - FOOTHILL BLVD
9
HORIZ. 1"=20'
VERT. 1"=4'
SECTION SCALES
-2
:1
1.61%
10+00
1.83%
10+50
-2
:1-2.73%
11+00
-2.07%
11+50
-2
:1-0.11%
12+00
-2
:1
0.06%
12+50 13+00
13+50 2:15.94%
14+00 2:16.82%
14+50 2:16.91%
15+00 2:17.19%
16+00
6.03%
17+00
-2
:1
17+49
(-0.72%)(-3.94%)(0.24%)(-0.32%)
(-1.18%)
(-0.77%)
(-
3
:
1
)
(-3.87%)
(5.79%)
(-4.25%)
(-6.56%)
(6.68%)
(-7.14%
)
(6.97%)
(-2.85%)
(-7.01%)
(6.68%)
(-6.34%)
(-2.47%)(-0.34%)
(-1.59%)(0.46%)
EX. GROUND EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND
EX. GROUND EX. R/WEX. R/W EX. R/W
EMERGENCY FIRE
ACCESS RAMP
JOIN ONSITE STREET
IMPROVEMENTS
PR. R/W PR. R/WPR. R/W
PR. R/W
PR. R/W
PR. R/W
PR. R/W
PR. R/W
PR. R/W
PR. R/W
PR. R/W
30.00'
(TYP.)
VARIES
(TYP.)EL: 1290.82 GB30.00 REL: 1290.53 TC15.00 REL: 1290.06 EP13.00 REL: 1290.87 GB32.00 REL: 1290.54 TC15.00 REL: 1290.07 EP13.00 REL: 1291.85 GB32.00 REL: 1291.52 TC15.00 REL: 1291.05 EP13.00 REL: 1293.87 GB32.00 REL: 1293.54 TC15.00 REL: 1293.07 EP13.00 REL: 1296.59 TC15.00 REL: 1296.12 EP13.00 REL: 1300.41 TC15.00 REL: 1300.74 GB32.00 REL: 1299.94 EP13.00 REL: 1304.28 TC15.00 REL: 1303.81 EP13.00 REL: 1308.11 TC15.00 REL: 1307.64 EP13.00 REL: 1311.69 TC15.00 REL: 1311.22 EP13.00 REL: 1315.51 TC15.00 REL: 1315.04 EP13.00 REL: 1322.76 TC15.00 REL: 1322.29 EP13.00 R15+50 16+50 EL: 1325.15' AC FS13.64' N'LY-2
:1EL: 1319.33 TC15.00 REL: 1318.86 EP13.00 REL: 1325.32 GB24.13 REL: 1325.63 TC15.64 REL: 1325.15 EP13.64 REX. GROUND
EX. GROUND
EX. GROUND
(-7.53%
)
(3.40%)
OUTSIDE
CONSTRUCTION LIMITS
(-
3
:
1
)
(-
5
:
1
)
(
-2
:1
)
(
-2
:1
)
(
-2
:1
)
(-10
:
1
)(2:1)(1:1)(1:1)(
-2
:1
)(2:1)2%
2%2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2.00'
2.00'
5.73'
2.00'
2.00'2.00'
2.00'2:1EL: 1328.67 TC19.32 REL: 1328.33 GB28.10 REL: 1328.20 EP17.32 R0.24%
EX. R/W
2.00'
EX. R/W
EX. R/W
6.03%
7.23%
3.60%
PROPOSED DRIVEWAY
PR. R/W
PR. R/W
PR. R/W
℄
℄
℄
℄
℄
℄
℄
℄℄
℄
℄
℄℄℄℄
℄PR. R/WPR. R/W
PR. R/W
67.73'
87.67'
28.00'
(TYP.)
30.00'
(TYP.)
32.22'
(TYP.)
30.00'
(TYP.)
30.00'
(TYP.)
30.00'
(TYP.)
30.00'
(TYP.)
30.00'
(TYP.)
30.00'
(TYP.)
41.51'
30.00'
(TYP.)
11.51'
40.00'
30.00'
(TYP.)
10.00'
30.00'
(TYP.)
2.00'
(TYP.)
30.00'
(TYP.)
2.00'
(TYP.)
40.00'
30.00'
(TYP.)
10.00'
40.00'
30.00'
(TYP.)
10.00'
(-2.75%)
(-1.13%)
(-1.88%)
(-2.29%)
(-0.98%)
(-0.13%)
(-4.64%)
(0.77%)
(-1.46%)
(-3.89%)
(0.63%)
(-2.02%)(-2.97%)
(-0.89%)
(-0.63%)
(-6.84
%
)Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-XS-005-PSFO0002 - Cross Sections.dwgLast Opened: Dec 08, 2022 - 3:30pm by AphSTREET IMPROVEMENT PLANS
APPROVED BY:
CITY ENGINEER
DRAWN
CHECKED
DATE FILE NO
OF
DRAWING NO.
SHEET
CITY OF RANCHO CUCAMONGA
DESCRIPTION OF REVISION
DATE:
CITY
APPROVED:
RCE:
14
DATE
PREPARED UNDER THE SUPERVISION OF:
PLAN PREPARED BY:DESIGN RECOMMENDED
R.C.E. NO
JUAB
62159
ATR/GF
MARK S. OSKORUS
Phone: 714.665.4500
Tustin California 92780-1947
17782 17th Street Suite 200
®
DESCRIPTION OF REVISION DATE
CITY
APPROVED
TRACT 16605
2526MSR/MSO
67514
FETAT
S
O
IC AILAC F
LIV INRO
No.C-62159
RP
ETSIGREKRAMDER S
FO NO
EOKSO
SU
R
LA
REENIGNISSE
11/18/2021
ENG 2018-00049 ROW2019-00564
CROSS SECTIONS - REDHILL
COUNTRY CLUB DR.
10
HORIZ. 1"=20'
VERT. 1"=4'
SECTION SCALES
MHD
W
SS
SS
SS SDSDSSSSSSDWSD
COSDWDWDWDWDW10+0011+0012+0013+0014+0013+
1
5
.
6
2
REL
O
C
.
S
L
T℄EX. R/WPR. R/W11+
3
6
.
0
6
PR
.
S
L
TE
EEE13+
0
2
.
4
3
25⅊EE2624282726SEE SHEET 5 FORBEACON REMOVALIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)SD SD11+0012+0013+0014+0015+001
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015+22.06PR. SLT11+22.05PR. SLT ℄℄EX. R/W262726232623262317+21.96PR. SLTEX. R/WPR.
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242424Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-TS-001-PSFO0002 - Streetlight.dwg
Last Opened: Dec 08, 2022 - 3:29pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564STREET LIGHTING PLANSPROPOSED PULLBOX11LEGEND1"= 40'scalefeet4004080®FOOTHILL BOULEVARDANDREDHILL COUNTRY CLUB RDSTREET LIGHT CONSTRUCTION NOTES1.CONDUIT:A.MINIMUM COVER IN STREET OR PARKWAY IS 30” BELOW GUTTER GRADE, UNLESS NOTEDOTHERWISE.B.MINIMUM COVER ON PRIVATE PROPERTY IS 30” BELOW FINISHED GRADE, UNLESSNOTED OTHERWISE.C.CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS.D.INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS,MANHOLES, PMH'S, SOE'S & ALL CAP LOCATIONS.E.INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16” POLYPROPYLENEOR POLYETHYLENE ROPE, BRAIDED OR TWISTED.F.ALL CONDUIT MUST BE MANDRILLED.2.CONDUIT RADIUS REQUIREMENTS:A.THE MINIMUM RADIUS FOR BENDS ARE:36” FOR CONDUITS 3” IN DIAMETER OR SMALLER48” FOR CONDUITS 4” AND 5” IN DIAMETER60” FOR CONDUITS 6” IN DIAMETERB.THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6” (UNLESSNOTED OTHERWISE).3.EXCAVATION AND BACKFILL:A.WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN 4“ OF FINAL GRADEPRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.B.ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATECONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), CITY SPECIFICATIONS, AND ALLGOVERNING LOCAL ORDINANCES.C.EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATIONOF CITY CONDUIT OR STRUCTURES.D.BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALLINCLUDE CRUSHED ROCK, CONCRETE, AND/OR IMPORTED BACKFILL, WHEN REQUIRED.E.BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUNDAND OVER VAULTS AND MANHOLES AND AROUND PMH'S WITHIN ONE FOOT OF FINISHEDGRADE.F.BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIMESHALL CABLE BE LEFT EXPOSED OVER 24 HOURS.G.NO ROCKS ARE ALLOWED WITHIN 12” OF DIRECT-BURIED CABLES OR ANY CONDUITWITHOUT CONCRETE ENCASEMENT. NATIVE BACKFILL DOES NOT PASS THROUGH A 1/2”SCREEN, PLACE IMPORTED SAND 3” BELOW AND 12” ABOVE CITY CABLES. AFTER THISPOINT, NO ROCKS LARGER THAN 12” IN DIAMETER ARE PERMITTED.ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHERREQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THECONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH ORSTRUCTURES.4.PAVING:REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCEWITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THECONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THEMUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH ISACCEPTABLE TO THE CITY.5.STRUCTURES:A.ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITYSPECIFICATIONS.B.INSTALL PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EXPOSED TO TRAFFIC,PER CITY INSPECTOR.C.ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATERTIGHT.D.ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR.E.CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITYINSPECTOR FOR APPROVAL PRIOR TO INSTALLATION.6.RETAINING WALLS:WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS AREREQUIRED WHEREVER GRADE RISES MORE THAN 18” ABOVE THE STRUCTURE OR 24” ABOVETHE PAD SURFACE AT A DISTANCE OF 5' FROM THE SAME, OR IN AREAS SUBJECT TOEROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES.REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS.7.ACCESS:HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURESMUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING ORUNLOADING OF EQUIPMENT.8.SERVICES:A.METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS.B.WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES ANDAPPROVED BY LOCAL INSPECTION AUTHORITIES.9.LOCATION:A.THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR THE CITY SHALL BE SHOWN ONTHE WORKING DRAWING. NO DEVIATION FROM THE PLANNED LOCATIONS WILL BEPERMITTED UNLESS APPROVED BY THE CITY INSPECTOR.B.ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER FOREIGNUTILITIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR.10.CONTRACTOR TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS WITHTHE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THEACTUAL FIELD CONDITIONS, PRIOR TO STREET LIGHT INSTALLATION.11.SURVEY:SURVEYING OF STREET IMPROVEMENTS SHALL INCLUDE PROPERTY CORNERS, LOT LINES,FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIESAND MARKERS OR STAKES MUST BE PLACED PRIOR TO THE START OF THE INSTALLATION. INADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION ANDINSPECTIONS BY INSPECTION BY CITY. GRADE AND PROPERTY LINE STAKES MUSH SHOWANY OFFSET MEASUREMENTS.12.COORDINATION AND SUPERVISION:THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THEVARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO PREVENTDAMAGE TO CITY FACILITIES. CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS,REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADENECESSARY BY THEIR FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITHTHESE SPECIFICATIONS.13.OTHER UTILITY REQUIREMENTS:THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLEDFOR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATIONSHOULD BE REFERRED TO THE COMPANY CONCERNED.14.WARRANTY:CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED ANDALL MATERIAL USED IN MEETING CONTRACTOR'S OBLIGATIONS, HEREIN, ARE FREE FROMDEFECTS IN WORKMANSHIP AND ARE CONFORMITY WITH CITY REQUIREMENTS. THISWARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CITY'S FINALACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TOPROMPTLY CORRECT TO THE CITY'S SATISFACTION AND THAT OF ANY GOVERNMENTALAGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH OF THISWARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OFUNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD.15.INSPECTION:INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICEOF INTENT TO START CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR TO THE CITY OFRANCHO CUCAMONGA. PHONE: 909-477-2740 X408016.AS-BUILTS:CONTRACTOR RESPONSIBLE TO MAINTAIN AS-BUILT DRAWINGS WHICH ARE TO BE UPDATEDDAILY. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS-BUILTS. ONE SETIS FOR THE CONTRACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR.CONSTRUCTION NOTESQTYUNITS23INSTALL LED STREET LIGHT 36-WATT LED (EATON/VERD A016-D-U-T3-4NY-AP) PER CITY OFRAMCHO CUCAMONGA STD. PLAN 410.3EA24INSTALL 1 1/2" PVC (SCH. 40) CONDUIT WITH (2)#8 THWN-CU & (1)#8 CU-GED.810LF25INSTALL SERVICE PEDESTAL PER DETAIL A ON SHEET 11. AFFIX 4" HELVETICA ADDRESSNUMBER ON STREET SIDE OF CABINET. PROVIDE 3" CONDUIT TO RCMU TRANSFORMER.2EA26INSTALL BROOKS NO 3 1/2 PULLBOX PER CITY OF RANCHO CUCAMONGA STD. 413.6EA27REMOVE AND RELOCATE EX. STREET LIGHT AND ASSOCIATED PULLBOX.2EA28INSTALL STREET LIGHT PER CITY OF RANCHO CUCAMONGA STD. 409.1EAREDHILL COUNTY CLUB RDSTA. 10+50 TO 17+50FOOTHILL BOULEVARDSTA. 10+00 TO 14+50DETAIL A - SERVICE PEDISTALPROPOSED PEDESTAL-SL
Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-TS-001-PSFO0002 - Streetlight.dwg
Last Opened: Dec 08, 2022 - 3:29pm by Aph STREET IMPROVEMENT PLANSAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:14DATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUAB62159ATR/GFMARK S. OSKORUSPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDTRACT 166052526MSR/MSO67514FETATSOICA
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FLIVINRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSE11/18/2021ENG 2018-00049ROW2019-00564STREET LIGHTING PLANS12DETAILS-SL
EX. EDGE OF PAVEMENTTO BE REMOVEDEX. C&G TO BE REMOVED126'CLRADIUS=2,400'10+0011+0012+0013+0014+0015+0016+00120'60'60'60'59'11'49.5'50'50'100'47'66'49'47.5'60'12'R1-120'16'16'12'14'16'180'EX. DWY AND RAMPS TO BE REMOVEDEX. C&G TO BE REMOVEDEX. C&GEX. EPEX. C&GPR. ONSITE STREET IMPS.REMOVE EXISTING SIGNALFLASHING BEACON AND R26(CA) SIGN & SALVAGE TOCITY YARD⅊20'16'12'16'12'16'14'EX. C&G"STOP"⅊SEX. STREETLIGHT TO BERELOCATED PER SHEET 11.R26 (CA)R26 (CA)R26 (CA)PR. C>YPE IV (R)R26 (CA)R26 (CA)W3-3TYPE IV (R)PR. C&GPR. DRIVEWAY(23.5')20'8'24'R4-7,OMI-31105'120' OPENINGR3-7,R26(S) (CA)R3-7,R26(S) (CA)PR. PARKWAY DRAINR3-7RS135RS413RS1321PR. R/WLINE OFSIGHTLINE OFSIGHTLINE OFSIGHT7'
Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-SS-006-PSFO0002 - Signing and Striping.dwg
Last Opened: Dec 08, 2022 - 3:29pm by Aph SIGNING AND STRIPING PLANAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:2526-SDATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUABATRPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDMSR6751411/2/202162159MARK S. OSKORUSFETATSOICA
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FLIVINRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSEENG 2018-00049ROW2019-00564FOOTHILL BLVD.AT SAN BERNARDINO RD.1"= 20'scalefeet2002040SIGNING AND STRIPING GENERAL NOTES1.SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2018, ANDALL ADDENDUMS THERETO, AND THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS, CURRENT EDITION.2.ALL STRIPING, MARKINGS, AND LEGENDS SHALL BE REFLECTORIZED THERMOPLASTIC UNLESS OTHERWISENOTED. THE CONTRACTOR SHALLPROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING. STRIPING, MARKINGS AND LEGENDS SHALL CONFORM TO THE LATESTCALTRANS STANDARD PLANS A20A THRU A20D AND A24A THRU A24E.3.PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING WITHIN THE PERIMETER OF THECONSTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY OF RANCHOCUCAMONGA.4.THE CONTRACTOR SHALL RE-STRIPE EXISTING STRIPING AND CURB MARKINGS OBLITERATED BY NEW CONSTRUCTION, WHETHER OR NOTSHOWN ON THE PLANS FOR REPLACEMENT, AT NO COST TO THE CITY.5.AT LOCATIONS WHERE EXISTING PAINTED CURB IS TO BE RECONSTRUCTED, THE CONTRACTOR SHALL PAINT THE NEW CURB AS SHOWN ONTHE PLANS WITHIN 10 WORKING DAYS OF CURB CONSTRUCTION OR AS DIRECTED BY ENGINEER. THE PAINT SHALL BE WATER-BASED WITH2-YEAR GUARANTEE AGAINST COLOR FADING. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITYWRITTEN PROOF OF THE MANUFACTURER'S 2-YEAR GUARANTEE.6.ALL NEW STRIPING SHALL BE "CAT TRACKED" AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. THE CONTRACTOR SHALLNOTIFY THE ENGINEER AFTER COMPLETING LAYOUT AND AT LEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING,MARKINGS AND MARKERS.7.TRAFFIC SIGN FACE SHALL BE 3M DIAMOND GRADE DG3 REFLECTIVE SHEETING (ASTM XI) OR APPROVED EQUAL WITH PROTECTIVE GRAFFITIOVERLAY FILM OR AS OTHERWISE NOTED. ALL WARNING SIGNS SHALL HAVE A FLUORESCENT YELLOW BACKGROUND AND SCHOOL SIGNSNOTED SHALL HAVE A FLUORESCENT YELLOW-GREEN BACKGROUND.8.SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE CITY OFRANCHO CUCAMONGA. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER.9.ALL EXISTING SIGNS AND POSTS TO BE REMOVED SHALL BE DELIVERED TO THE CITY OF RIVERSIDE SIGN DEPARTMENT.10.WHEN PAINT IS SPECIFIED, TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BEPROVIDED BETWEEN FIRST AND SECOND COATS.11.STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENT ON STREETS OPEN TO THE PUBLIC. IN NO CASE SHALL ANEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY.12.CONTRACTOR SHALL INSTALL NEW SIGN(S) AND/OR POST(S) PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING No. 401-B, SEESPECIFICATIONS. CONTRACTOR SHALL INSTALL NEW STREET NAME SIGNS AND POST PER CITY OF RANCHO CUCAMONGA STANDARD DRAWINGNo. 401-A, SEE SPECIFICATIONS.13.ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED EVEN IF NOT SHOWN ONPLANS. REMOVALS OF PAINTED STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE DONE BY WET SANDBLASTING. REMOVALS OFTHERMOPLASTIC STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE REMOVED BY WET SANDBLASTING, GRINDING OR OTHERAPPROVED METHOD AND SHALL NOT DAMAGE THE PAVEMENT. "BLACK OUT" OF EXISTING DELINEATION IS NOT PERMITIED. ALL DAMAGEDPAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE OR AS DIRECTED BY THEENGINEER. ALL STRIPING REMOVALS AND LEGENDS SHALL BE "FOG SEALED".14.WHERE APPLICABLE, OUTBOUND LANE LINE DETAILS SHALL COMMENCE AT THE CROSSWALK, MEANING THE PAINTED PORTION OF THE DETAILSHALL JOIN THE CROSSWALK.SIGN LEGENDR26(S) (CA)NO STOPPING ANY TIMETYPE NOBJECT MARKERR3-7RIGHT LANE MUST TURN RIGHTW3-3SIGNAL AHEADR1-1STOPR4-7KEEP RIGHTOMI-3YELLOW REFLECTIVE OBJECT MARKER13141CONSTRUCTION NOTESINSTALL SIGN AS SHOWN.2INSTALL 12" SOLID WHITE LINE THERMOPLASTIC OR CROSSWALK PER CITY, CAMUTCD, CALTRANS STD. PLAN A24E AND A88A, AND A.D.A.3INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24A-A24E.4WET SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS.5INSTALL 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38.EEXISTING TO REMAIN UNLESS OTHERWISE NOTED.RSREMOVE AND SALVAGE.SIGNALIZED INTERSECTION.6INSTALL 4" SOLID WHITE LINE PER CA-MUTCD DETAIL 27B.7INSTALL 4" DOUBLE SOLID YELLOW LINE PER CA-MUTCD DETAIL 21.SW1-8CHEVRON ADVISORY SIGNCURVE ADVISORY SIGNMULTIPLE CURVE ADVISORY SIGNSPEED ADVISORY SIGNW1-2W1-3W13-1P
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///10+0011+0012+0013+0014+0015+006715'
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'PR. C&GEX. EPTO BE REMOVEDEX. EPPR. C&GPR. R/WPR. R
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10+01.30BEGIN/////////////////////////////////////////////////////////////////////////////////15+0016+0017+007CLRADIUS=300'EX. EPEX. EPPR. C&GPR. R/WRW1-8RW1-8RW1-815'25'39'6'VARIES4'
17+38.30
ENDPR. SIDEWALKDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Street\EC-SS-006-PSFO0002 - Signing and Striping.dwg
Last Opened: Dec 08, 2022 - 3:29pm by Aph SIGNING AND STRIPING PLANAPPROVED BY:CITY ENGINEERDRAWNCHECKEDDATEFILE NOOFDRAWING NO.SHEETCITY OF RANCHO CUCAMONGADESCRIPTION OF REVISIONDATE:CITYAPPROVED:RCE:2526-SDATEPREPARED UNDER THE SUPERVISION OF:PLAN PREPARED BY:DESIGNRECOMMENDEDR.C.E. NOJUABATRPhone: 714.665.4500Tustin California 92780-194717782 17th Street Suite 200®DESCRIPTION OF REVISIONDATECITYAPPROVEDMSR6751411/2/202162159MARK S. OSKORUSFETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSEENG 2018-00049ROW2019-00564FOOTHILL BLVD.AT SAN BERNARDINO RD.1"= 20'scalefeet20020401CONSTRUCTION NOTESINSTALL SIGN AS SHOWN.2INSTALL 12" SOLID WHITE LINE THERMOPLASTIC OR CROSSWALK PER CITY, CAMUTCD, CALTRANS STD. PLAN A24E AND A88A, AND A.D.A.3INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24A-A24E.4WET SANDBLAST CONFLICTING STRIPING AS SHOWN ON PLANS.5INSTALL 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38.EEXISTING TO REMAIN UNLESS OTHERWISE NOTED.SIGN LEGENDR26(S) (CA)NO STOPPING ANY TIMETYPE NOBJECT MARKERRSREMOVE AND SALVAGE.R3-7RIGHT LANE MUST TURN RIGHTSIGNALIZED INTERSECTION.SW3-3SIGNAL AHEADR1-1STOPR4-7KEEP RIGHTOMI-3YELLOW REFLECTIVE OBJECT MARKER14146INSTALL 4" SOLID WHITE LINE PER CA-MUTCD DETAIL 27B TO MATCH EXISTING.7INSTALL 4" DOUBLE SOLID YELLOW LINE PER CA-MUTCD DETAIL 21.W1-8CHEVRON ADVISORY SIGNW1-2CURVE ADVISORY SIGNW1-3MULTIPLE CURVE ADVISORY SIGNW13-1PSPEED ADVISORY SIGNRRELOCATE.