HomeMy WebLinkAbout3050-7CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAPINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF 26
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
PROPOSED RCB TO THE SATISFACTION
OF THE AFFECTED AGENCY
PROPOSED FINISH SURFACE
OF STREET IMPROVEMENTS-
R/W
1010' T.C.E.
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF 26
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
PROPOSED RCB TO THE SATISFACTION
OF THE AFFECTED AGENCY
PROPOSED FINISH SURFACE
OF STREET IMPROVEMENTS-
Li
MPROVEMENTS-
Li
Q R/W
' Iz 1OiD' T.C.E. �
6' 20' 40' j0 i 6'
m
I
i EARTH 1 i DAY LIGHT LINE VARIES �U VARIES - SEE
SWALE SEE PLANS FOR LOCATION CONSTRUCTION STAGING PLANS
EXST_G ADE ------ — — —_ EXST. GIIADE
COVER VARIES ROM 4' TO 7' PROPOSED
OVER PROPOSE BOX Y "K-RAIL"I
e e e e e e e e e e e e o e e e e e e e e e e e e e _eee e e e e�
1 . �
m 2 12� I
1, TYP.
2'
2'
1. VARIES I _ * 27' ( VARIES
SEE PLAN &PROFILE FOR SEE PLAN 8c PROFILE FOR
LOCATION OF DAY LIGHT LINE LOCATION OF DAY LIGHT LINE
SECTION 'E"- "E"
STA. 94+30 TO STA. 95+50
SCALE: 1 "= 10
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF 26
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
PROPOSED RCB TO THE SATISFACTION
OF THE AFFECTED AGENCY
PROPOSED FINISH SURFACE
OF STREET IMPROVEMENTS-
20'
40'
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF 26
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
PROPOSED RCB TO THE SATISFACTION
OF THE AFFECTED AGENCY
PROPOSED FINISH SURFACE
OF STREET IMPROVEMENTS-
EARTH
CONSTRUCT DBL. 10' x 8'
DAY
DAY LIGHT LINE VARIES
' �UVARIES -SEE
BOX PER DETAIL 1, AS SHOWN ON SHEET 3
SWALE
17
SEE PLANS FOR LOCATION
EARTH
i
17
SEE PLANS FOR LOCATION
CONSTRUCTION STAGING PLANS
BOX PER DETAIL 1. AS SHOWN ON ON SHEET 3
VARIES - SEE
EXST_G DE
SWALE
PROPOSED
SHEET 2
COVER VARIES
ROM 4
TO 7
CONSTRUCTION STAGING PLANS
"K -RAIL"
—
OVER PROPOSE
BOX
— __
PROPOSED
2
COVER VARIES ROM 4
.d�1 rl
"K -RAIL"
-
e e e e e e e
OVER PROPOSE BOX
eeeeee e e e
e e e e e e e e e e e-
STL. WATER I@
e e e e�
� eee e e i o
e e e o e e e e e
;
e e e i e e e e e e e
VARIES
1, TYP.
2'
SEE PLAN & PROFILE FOR
LOCATION OF DAY LIGHT LINE
* 27'
f;
SEE PLAN & PROFILE FOR
LOCATION OF DAY LIGHT LINE
SECTION 'A'- 'A'
STA. 94130 TO STA. 105+80
SCALE: 1"=10'
as+so
EXIST.
FENCE DAYLIGHT w
L E R W Q
100' 66' z
CL STORM DRAIN TRANSITIONS FROM lw
f cn
STA 148+00 AT 40' TO STA 150+00 AT 42 m
T
DETENTION \ mac, 1.5 ' DAY LIGHT LINE VARIES
BASIN �� x1b, 1 EARTH 17 SEE PLANS FOR LOCATION VARIES - SEE
SWALE CONSTRUCTION STAGING PLANS
"PROPOSED
COVER VARIES ROM 4' TO 7'
-41 OVER PROPOSE BOX
"K -RAIL"
e) s ee�;� ee ee eee e ee eeees i e!e ee e eee e �1�e e ea
eeeeee � eee ecce ee �eeee eeeeeee e e e�r•e ees
I 1I 1O � 1 - 25" STL. WATER 26
10 I � �.
I I
k le
1 ' TYP.
2' 13 2'
VARIES I 23' VARIES
SEE PLAN &PROFILE FOR SEE PLAN &PROFILE FOR
LOCATION OF DAY LIGHT LINE LOCATION OF DAY LIGHT LINE
SECTION "C"- 'C"
STA. 145+00 TO 8TA151+00
SCALE: t "=10'
CONSTRUCTION NOTES
20'
w
Q
66' _
40'
VARIES
10 10
I
d- 10" SEWER Q
1' TYP. SEWER @
3' 2' 13 2' 3' ENCASEMENT
�c 23VARIES
SEE PLAN & PROFILE FOR SEE PLAN & PROFILE FOR
LOCATION OF DAY LIGHT LINE LOCATION OF DAY LIGHT LINE
TRANSITION FROM 27' AT STATION 105+80.00
TO 23' AT STATION 106+00.00
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF 26
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
PROPOSED RCB TO THE SATISFACTION
OF THE AFFECTED AGENCY
R/W RCB SWR
L CL
m
ZY
W mu
26 �
II �
ae eeee�.
zz �T
VERTICAL
SHORING
12'
ml
1
CONSTRUCT DBL. 10' x 8'
REINFORCED
CONCRETE
BOX PER DETAIL 1, AS SHOWN ON SHEET 3
DAY LIGHT LINE VARIES
L -i
J
EARTH
i
17
SEE PLANS FOR LOCATION
CONCRETE
BOX PER DETAIL 1. AS SHOWN ON ON SHEET 3
VARIES - SEE
EXST_G DE
SWALE
SHOWN ON
SHEET 2
26
PROTECT IN PLACE
12'
CONSTRUCTION STAGING PLANS
-----
—
ENCASE PIPE PER DETAIL
00
— __
PROPOSED
2
COVER VARIES ROM 4
TO 7
"K -RAIL"
-
e e e e e e e
OVER PROPOSE BOX
eeeeee e e e
e e e e e e e e e e e-
STL. WATER I@
e e e e�
� eee e e i o
e e e o e e e e e
;
e e e i e e e e e e e
e
e e e e
25" STL. WATER
VARIES
10 10
I
d- 10" SEWER Q
1' TYP. SEWER @
3' 2' 13 2' 3' ENCASEMENT
�c 23VARIES
SEE PLAN & PROFILE FOR SEE PLAN & PROFILE FOR
LOCATION OF DAY LIGHT LINE LOCATION OF DAY LIGHT LINE
TRANSITION FROM 27' AT STATION 105+80.00
TO 23' AT STATION 106+00.00
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF 26
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
PROPOSED RCB TO THE SATISFACTION
OF THE AFFECTED AGENCY
R/W RCB SWR
L CL
m
ZY
W mu
26 �
II �
ae eeee�.
zz �T
VERTICAL
SHORING
12'
ml
1
CONSTRUCT DBL. 10' x 8'
REINFORCED
CONCRETE
BOX PER DETAIL 1, AS SHOWN ON SHEET 3
13
INSTALL 6 MIL. POLYETHYLENE VAPOR BARMIER
J
16
CONSTRUCT DBL. 12' x 8'
REINFORCED
CONCRETE
BOX PER DETAIL 1. AS SHOWN ON ON SHEET 3
17
GRADE EARTH SWALE PER
DETAIL 1, AS
SHOWN ON
SHEET 2
26
PROTECT IN PLACE
12'
27
ENCASE PIPE PER DETAIL
4, AS SHOWN
ON SHEET
2
15'
SEC11ON •e'- •e'
sTa 106+00 TO STA. 145+00
SCALE: 1"=10'
27'
12" TRANSITE WATER LINE 26
EXCAVATION FOR SEWER TO BE BACKFILLED AND COMPACTED
TO 90% RELATIVE DENSITY PRIOR TO THE CONSTRUCTION
OF THE REINFORCED CONCRETE BOX
SECTION 'D'- 'D'
STA. 151+00 TO STA. 157+70
SCALE: 1 =10
Filename: M:\DWG\14902\B0X—PHASE2\STAGE 1 \S2—sdh-7.dwg
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J
in
19'
19,
U
12'
VARIES - SEE
CONSTRUCTION STAGING PLANS
I I
— ROPOSED "K -RAIL"
- 4 STL. WATER LINE
25
STL. WATER I@
12" TRANSITE WATER LINE 26
EXCAVATION FOR SEWER TO BE BACKFILLED AND COMPACTED
TO 90% RELATIVE DENSITY PRIOR TO THE CONSTRUCTION
OF THE REINFORCED CONCRETE BOX
SECTION 'D'- 'D'
STA. 151+00 TO STA. 157+70
SCALE: 1 =10
Filename: M:\DWG\14902\B0X—PHASE2\STAGE 1 \S2—sdh-7.dwg
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