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161 162 163 1 PROFILE 164
SCALE,- HORIZ 1 =40'
VERT 1 =41
WALL.
ECR
(TYPE A) OVER 0.20' PbLVERIZED
MATERIAL/CLASS 11
OF
AGGREGATE
STA 167+48.27
STA 10+75.02
35.0 01
EXISTING ASPHALT CONCRETE PAVEMENT. SEE IYP. SECTION.
EXISTING CONCRETE
40' LT, CL SI -OVER
13.00' LT, CL JUNIPERm
AND THE "CURB AND GU17ER CONSTRUCTION TABLr, THIS SHEET.
4
STA 10+74.98
STA 168+44.27
35,
KA
34,99'
NOT CONSTRUCTA10 MOD'" 7
13.00' RT, CL JUNIPER
40' LT, CL SLOVER
3.'A 9 FLACM WTH IFIU
0.25' ASPHALT CONCRETE
ADV AC V i VS 01� 5 RETURM
STA 167+63.21
STA 9+53.94
C04STV,0CT ASrM4A.1* CZWOWZ
r-VnF'e_,r_o7m#j OAIAPI, FIP-e r_x:rrA4t
t
PRNEWN't
20.04'
26' RT, CL SLOVER
13.00' LT, CL JUNIPEF�71,
ECR, JUNIPER E
STA 9+25.09
STA 168+44.16
1 ECR, J NIPER
5.00'
1 3-00'
40' CL SLOVEff.
MANY] am 110112111
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161 162 163 1 PROFILE 164
SCALE,- HORIZ 1 =40'
VERT 1 =41
@I �EMOVE PORTION OF EXISTING CONCRETE D/W SLAB.
PLACE CONCRETE DRIVEWAY TO MEET EXISTING BLOCK
WALL.
CONCRETE
(TYPE A) OVER 0.20' PbLVERIZED
MATERIAL/CLASS 11
OF
AGGREGATE
BASE. SEE SPECIAL PROVISIONS.
PULVERIZE
EXISTING ASPHALT CONCRETE PAVEMENT. SEE IYP. SECTION.
EXISTING CONCRETE
CONSTRUCT
CURB AND GU17ER PER S.B.C. STANDARD PLAN NO. 115
AND THE "CURB AND GU17ER CONSTRUCTION TABLr, THIS SHEET.
4
CONSTRUCT
DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEET 3.
@I �EMOVE PORTION OF EXISTING CONCRETE D/W SLAB.
PLACE CONCRETE DRIVEWAY TO MEET EXISTING BLOCK
WALL.
URB D
GUTTER
CO,
OF
OVER 0.20' PULVERIZED MATERIAL/CLASS 11
PLACE 5 LF OF 16r CSP
AGGREGATE BASE.
DESCRIPTION
EXISTING CONCRETE
TIC OFFSET
DESCRIPTION
CAP OFF INLET WITH 0.5' THICK CONCRETE PLUG.
0 PLACE 0.25" THICK ASPHALT CONCRETE
KA
1 CONSTRUCT CURB DEPRESSION PER SBC STD 128. DO
NOT CONSTRUCTA10 MOD'" 7
3.'A 9 FLACM WTH IFIU
0.25' ASPHALT CONCRETE
ADV AC V i VS 01� 5 RETURM
3CR, JUNIPER AVE__,
C04STV,0CT ASrM4A.1* CZWOWZ
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PRNEWN't
REALUMENT A5-5=7
ECR, JUNIPER E
1 ECR, J NIPER
MANY] am 110112111
JANGLE POINT
.... .... . ....... . ....
@I �EMOVE PORTION OF EXISTING CONCRETE D/W SLAB.
PLACE CONCRETE DRIVEWAY TO MEET EXISTING BLOCK
WALL.
0.20' ASPHALT RUBBER (TYPE A)
OVER 0.25' ASPHALT CONCRETE (TYPE A)
PLACE ASPHALT CONCRETE DIKE PER SBC 117.
OF
OVER 0.20' PULVERIZED MATERIAL/CLASS 11
PLACE 5 LF OF 16r CSP
AGGREGATE BASE.
FL INLET=EI_ 1078.60, SLOVER AVE STA 164+21.00, 49.501 LT
FL OUTLET=EL 1078.50, SLOVER AVE STA 164+21.00, 44.50' LT
EXISTING CONCRETE
CAP OFF INLET WITH 0.5' THICK CONCRETE PLUG.
0 PLACE 0.25" THICK ASPHALT CONCRETE
4� PORTLAND
1 CONSTRUCT CURB DEPRESSION PER SBC STD 128. DO
NOT CONSTRUCTA10 MOD'" 7
3.'A 9 FLACM WTH IFIU
0.25' ASPHALT CONCRETE
ADV AC V i VS 01� 5 RETURM
C04STV,0CT ASrM4A.1* CZWOWZ
r-VnF'e_,r_o7m#j OAIAPI, FIP-e r_x:rrA4t
t
PRNEWN't
REALUMENT A5-5=7
WN45TEXT CvR54Gt
rhW..4M(,T CATC11 lill I CLEAMOUT �-O_F E �_SS
ff"m
N
168 1691 BENCHMARK -
CL INT. SLOVER & JUNIPER
(R.R. SPIKE) (SEE PG. 10)
EL = 1082.08
N3!,.
MEND EP TRANSITION
STA 1+50
CUT LINE
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