HomeMy WebLinkAbout4251-12in
m
Eirm
I
134 135 136 137 138
PROFILE
SCALE: HORIZ 1 =40"
VERT 1 " =41
141 142 1
mmml��M����
BCR
ll ECR
CONSTRUCTION NOTES:
POWER POLE
ANGLE POINT
PLACE 0.20' ASPHALT RUBBER HOT MIX (TYPE A) OVER 0.25' ASPHALT
STA 141 +07� 1
TA 10+74. 4
89'02'551t
RT
7
33.36'
RT
41.08' J, C L SLOVER
CL OLEA
l!jL5.Q8' N D Egd
36'
RT
STA 10+74.28
STA 142+05.14
35.00,
AND THE "CURB AND GUTTER CONSTRUCTION TABLE7, THIS SHEET.
114 00' RT, CL OLEANDEIRJ"�
40' LT, CL SLOVER
CONSTRUCT DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEET 3.
----------
OVER 0.25' ASPHALT CONCRETE (TYPE A)
STA 141+10.43
STA 9-1-25.04
@
35.00,
AGGREGATE BASE.
L.-40' RT, CL SLOV��_��,_m�_,�_OLEANDEP
PROFILE
SCALE: HORIZ 1 =40"
VERT 1 " =41
141 142 1
mmml��M����
i'llm
TREE
m
CONSTRUCTION NOTES:
POWER POLE
ANGLE POINT
PLACE 0.20' ASPHALT RUBBER HOT MIX (TYPE A) OVER 0.25' ASPHALT
Willfflam
WATER OR GAS VALVE
N't
RT
7
40'
RT
I
36'
i'llm
BENCHMARK:
145E. CURB RETURN S.E. OLEANDER & SLOVER
(SET CHISLED " O'p ON T.C.)
TREE
m
CONSTRUCTION NOTES:
POWER POLE
ANGLE POINT
PLACE 0.20' ASPHALT RUBBER HOT MIX (TYPE A) OVER 0.25' ASPHALT
Willfflam
WATER OR GAS VALVE
36'
RT
7
40'
RT
AGGREGATE BASE. SEE SPECIAL PROVISIONS.
36'
RT
p ik$
&-r
BENCHMARK:
145E. CURB RETURN S.E. OLEANDER & SLOVER
(SET CHISLED " O'p ON T.C.)
TREE
m
CONSTRUCTION NOTES:
POWER POLE
ANGLE POINT
PLACE 0.20' ASPHALT RUBBER HOT MIX (TYPE A) OVER 0.25' ASPHALT
Willfflam
WATER OR GAS VALVE
CONCRETE (TYPE A) OVER 0.20' PULVERIZED MATERIAL/CLASS 11
- -I--- I _11,11,1051"I
MEET EXIST C&G
MAN HOLE
—X—
BENCHMARK:
145E. CURB RETURN S.E. OLEANDER & SLOVER
(SET CHISLED " O'p ON T.C.)
_T -7-
EXISTING CONCRETE
4� PORTLAND
CEMENT CONCRETE
0.25" ASPHALT CONCRETE
PLACE 115 LF OF 2Erx2Cr CSPAr
SCALE.- 1 =400
mmi%lonWillf. Orr. %JFIF.L.1 IV
rm
iiiii lill ��� ilvViAmm, I
RESIDENT ENGINEER
FIELD CHANGES
w
TREE
m
CONSTRUCTION NOTES:
POWER POLE
PLACE 0.20' ASPHALT RUBBER HOT MIX (TYPE A) OVER 0.25' ASPHALT
WATER OR GAS VALVE
CONCRETE (TYPE A) OVER 0.20' PULVERIZED MATERIAL/CLASS 11
0
MAN HOLE
—X—
AGGREGATE BASE. SEE SPECIAL PROVISIONS.
PULVERIZE EXISTING ASPHALT CONCRETE PAVEMENT. SEE TYP. SECTION.
LEGEND
CONSTRUCT CURB AND GUTTER PER S.B.C. STANDARD PLAN NO. 115
AND THE "CURB AND GUTTER CONSTRUCTION TABLE7, THIS SHEET.
0,20' ASPHALT RUBBER (TYPE A)
CONSTRUCT DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEET 3.
OVER 0.25' ASPHALT CONCRETE (TYPE A)
OVER 0.20' PULVERIZED MATERIAL/CLASS 11
@
CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY STD. NO.
AGGREGATE BASE.
203 & 206.
_T -7-
EXISTING CONCRETE
4� PORTLAND
CEMENT CONCRETE
0.25" ASPHALT CONCRETE
PLACE 115 LF OF 2Erx2Cr CSPAr
SCALE.- 1 =400
mmi%lonWillf. Orr. %JFIF.L.1 IV
rm
iiiii lill ��� ilvViAmm, I
RESIDENT ENGINEER
FIELD CHANGES
w
TREE
m
MAILBOX
POWER POLE
WATER METER
WATER OR GAS VALVE
FIRE HYDRANT
0
MAN HOLE
—X—
FENCE
DEPARTMENT OF PUBLIC WORKS
RECOMMENDED /APPROVED BY
DESIGNED BY PROJ. ENGR.
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i 01,
JOIS 0
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