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INV N -E 23.3,5"
INV W 23.4y'
INV S 23. D
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NEW C8 TYPE I 1 -.
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PLAN C: STA 7 +58..:0 TO END OF PROJECT
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28.00 –
27.00 –
26.00 –
25.00 –
PLAN A: STA 0 +00 TO STA 2 +20 911 nn-
29.00
1
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CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00
— 29.00
28.00
MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE
O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s'
D.
20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL
230804
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❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE
0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND
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28.00
27.00
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CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION)
20 INSTALL CURB INLET AND CONNECT TO EXISTING CB
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CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) •
27.00
26.00
-
5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `%
L
© REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE
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O7 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE ^r' 1 REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD EXPIRES: 1/28/99 �
© INSTALL NEW CATCH BASIN TYPE ' 1 '
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25.00
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MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT.
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CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00
— 29.00
28.00
MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE
O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s'
D.
20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL
230804
o
D
❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE
0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND
s
d
28.00
27.00
w
CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION)
20 INSTALL CURB INLET AND CONNECT TO EXISTING CB
3
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CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) •
27.00
26.00
-
5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `%
L
© REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE
k
O7 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE ^r' 1 REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD EXPIRES: 1/28/99 �
© INSTALL NEW CATCH BASIN TYPE ' 1 '
26.00
25.00
C5
MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT.
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F 10.00 20.00 30.00 40.00 50.00 20.00 10.00 E 10.00 20.00 30.00
CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00
MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE
O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s'
20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL
230804
o
D
❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE
0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND
s
d
w
CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION)
20 INSTALL CURB INLET AND CONNECT TO EXISTING CB
3
/ / PLANE ASPHALT CONCRETE PAVEMENT
® 2" ASPHALT CLASS 'B' OVERLAY (SEE TYPICAL OVERLAY SECTION) / ' I2 O
"
CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) •
5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `%
L
© REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE
O7 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE ^r' 1 REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD EXPIRES: 1/28/99 �
© INSTALL NEW CATCH BASIN TYPE ' 1 '
C5
MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT.
LL
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k s
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