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�.UmLo10+00 11+00 12+00R/W EXISTINGEDISON 22 81 PROTECTTOWEREXISTING 0 cy Of =>NOEDISON 6. 5' THITOWER DEFOOTING 3.25' THILAI115?-� CLEAR -78 RCPRop13 PIK
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PROFILE SCALE:
Lr El
8+00 19+00
14+00 __ -- 16+00 _ ~ 1
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CONSTRUCTION NOTES:
CONSTRUCT 78~ R.C.P. D BEDDING PER LA.C.D'P'VK STD' PLAN 3080-2,
= CASE 3. -GEE DETAIL ON S++EET'NO. I
(7) CONSTRUCT MANHOLE PER A-P.0LA- STD. PLAN NO. 320-1. SEE SHEET NO. tL
SAWCUT AND REMOVE EXISTING A.C. pAVEMENT-
W�J
REPLACE4-C' P�\V���|T WITH EuSllNG THICKNESSP~�S 1 JWCH, S�DEI4�
~~� ON SHEET NO. 1'
REMOVE AND REPLACE EXISTING CURB AND GUTTER'
CONSTRUCT JUNCTION STRUCTURE PER A.P.WLA' STD' PLAN 333-1 VV/RARR|ER
PER 3.B.(�F.��D' STD' S.P. 101-1^2'3' SEE DETAILS ON SH'[ 7 8n Q.' -
coN{f;zETE ENCASE E)N8TINQ SEWER (318 LF.) PER BETAiL ON GHl. NO. 2.
~-~ SEE 8'S'P.VKC' SECTION 303 FOR SPECIFICATIONS.
CONSTRUCT 24°
R.C.P.D-1350, BEDDING PER L'A'C'D'P'0L STD. PLAN 3080 -2,
'U
CASE 3' SEE DETAIL ON SHEET NO. 1
��� REMOVE EXISTING CATCH BASIN AND INTERFERING PORTIONS OF 24~ PIPE.
��
L23 CONSTRUCT CATCH BASIN PER CALTRANS STD. D-73, TYPE G1. SEE DETAIL
~-~ ON SHEET NO. 7.
�24 CONSTRUCT CONCRETE COLLAR PER A.P.VKA. STD. PLAN NO. 380-3. SEE DETAIL
-� ON SHEET NO. G.
.
26 REPLACE REPLACE YMTH 3" THICK A.C. PAVEMENT. SEE DETAIL ON SHEET NO. 1'
_
_
PROFILE SCALE:
Lr El
8+00 19+00
14+00 __ -- 16+00 _ ~ 1
�
CONSTRUCTION NOTES:
CONSTRUCT 78~ R.C.P. D BEDDING PER LA.C.D'P'VK STD' PLAN 3080-2,
= CASE 3. -GEE DETAIL ON S++EET'NO. I
(7) CONSTRUCT MANHOLE PER A-P.0LA- STD. PLAN NO. 320-1. SEE SHEET NO. tL
SAWCUT AND REMOVE EXISTING A.C. pAVEMENT-
W�J
REPLACE4-C' P�\V���|T WITH EuSllNG THICKNESSP~�S 1 JWCH, S�DEI4�
~~� ON SHEET NO. 1'
REMOVE AND REPLACE EXISTING CURB AND GUTTER'
CONSTRUCT JUNCTION STRUCTURE PER A.P.WLA' STD' PLAN 333-1 VV/RARR|ER
PER 3.B.(�F.��D' STD' S.P. 101-1^2'3' SEE DETAILS ON SH'[ 7 8n Q.' -
coN{f;zETE ENCASE E)N8TINQ SEWER (318 LF.) PER BETAiL ON GHl. NO. 2.
~-~ SEE 8'S'P.VKC' SECTION 303 FOR SPECIFICATIONS.
CONSTRUCT 24°
R.C.P.D-1350, BEDDING PER L'A'C'D'P'0L STD. PLAN 3080 -2,
'U
CASE 3' SEE DETAIL ON SHEET NO. 1
��� REMOVE EXISTING CATCH BASIN AND INTERFERING PORTIONS OF 24~ PIPE.
��
L23 CONSTRUCT CATCH BASIN PER CALTRANS STD. D-73, TYPE G1. SEE DETAIL
~-~ ON SHEET NO. 7.
�24 CONSTRUCT CONCRETE COLLAR PER A.P.VKA. STD. PLAN NO. 380-3. SEE DETAIL
-� ON SHEET NO. G.
.
26 REPLACE REPLACE YMTH 3" THICK A.C. PAVEMENT. SEE DETAIL ON SHEET NO. 1'