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NE 4TH ST /�mOfrOE AVE NE
EX CB TYPE 2; -7,2"
STA. 2 +76
RIM EL= RIM 39.93
/- N,S 36 "IE= 332.76
3 00
TOO -EL 340.12
Tel
EX CB TYPE 1
RIM EL= 339.48
E,W 8 "IE =336.2
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Tel
36"S
FENCE ALONG PL
— N MEW
Tel Tel
FE
SHRUBS, BLACKBE
L 23' NORTH OF EXOCATE CB -1 16 "W
. CB�
i 12's Ste -
6+00
POSSIBLE BURIED TINES CONIC
CE:t- --T _ LOCATE -`I
STREET LIG QWEST, n, I
x
WATERFILLED DITCH - REMOVE TREES, IF NEEDED -
ALONG TOE OF SLOPE FOR PIPE ALIGNMENT
LOCATION, SIZE, APPX ROCK APRON
SEE DETAIL
EX CB TYPE 1
RIM EL =345.7
E 8 "I E = -__
Tel O
I o
1 00
-1
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I ^c�
R
I
u
EX CB TYPE 2, 72"
STA. 6 +49
RIM EL= 345.76
N,S 36 "IE= 332.35
W 18" IE= 339.13
X=36' SD
12 "S S_
1(D
IN k
m
'-' Te I
1 6 "W -
� D
7 +00
WATER
FILLED D�-�- -
T�N APPX _
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Richard W. Marshall Date 8/10/07 BY Daniel Carey 8/10/07
Ronald J. Straka Date 6/10/ 7 BY
Date
CALL 48 HOURS BEFORE YOU DIG
811 OR (old #1- 800 -424 -5555)
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES.
NOT SURVEYED. LOCATIONS MAY VARY.
REF: R -1516 MONROE AVE NE, NE 4TH ST TO NE 2ND ST.
ELEVATION CONVERTED TO NAVD 1988 FROM NGVD 1929.
DRAWING NOTES:
1O CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS.
2O TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL
PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
E RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS.
ADJUST AS NEEDED TO MATCH EXISTING.
® RESTORE DISTURBED AREA, FERTILIZING, SEEDING, MULCHING
ORIGNAL PLANS STAMPED BY: RJS, DWC . '____.-
RONALD J. STRAKA ON :8/10/07 IF NOT ONE INCH
S
PE #29727 EXPIRES: 10/16/07 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
RJS
AS-BUILT SURVEY BY:
TOUMA ENGINEERS
AS -BUILT PLANS STAMPED BY:
MOUNIR H. TOUMA ON:11 /27/07
PE #9470 EXPIRES: 6/22/09
t
MONROE AVE NE STORM SYSTEM
OVERFLOW PROJECT
8/9/2007
FlELDBOOK:
PAGE:
DRAWING NO:
1
SHEET* OF:
x 2
POSSIBLE BURIED LINES
POTHOLE 8 "SS
CALL TO LOCATE REMOVE FENCE AS NEEDED
FOR CONSTRUCTION.
BEFORE CONSTR.
STREET LIGHTS, QWEST REPLACE AT COMPLETION
350...
350 - .....................
.. ...............................
... POTHOLE: LOCATION ..... ...... ...........
BEFORE CONSTR.(1)
................... ....... ............ ...................
...................
_
................... : ................... : ................... : ................... ................... .. ................. : ................... . ...................
SCALE: : IZ: 1 "= 10' PROFILE ALONG NEW PIPELINE
.......... - ...... ---
VERT: 1 "_ 10°
16 "W
..:.:
FLANGE JOINT, ELBOW:
340 —
........................._
..::_::_,�.,........:.
:...................:......... �.. �.............. _ ... .........................:.....
E 5 4-..lE ..335.1.0.:...................:
. :.
.............
:
SEE DETAIL
NO MACHINERY ALLOWED ON SLOPE:
DOWNSTREAM CB
AT
McDONALDS RIM:
EL 339:-48
_ :-
p
EL 339.93
...... ..................:
.....
..............
-330 ..:
330 -
.......................................:..................:.................:
..................:............ ........... ..................:.....
12 "SS DEADMAN :ANCHOR
...': -..: ............................................:..........
.............................�'
103± LF 24 HDPE
IE -334.4 25 FT FROM CL CB
LAY PIPE ON TOP OF SLOPE
TOP 335.5± EST SEE DETAIL
(FROM FLANGE TO END,
CB -1 TYPE 1, 72"
: CONFIRM LENGTH NEEDED IN FIELD)
32O — :.souo..
STA 6 +26, 7.6'L
COVER ..................:...........
.......:...................:...
0 031
45t LF 24 ': HDPE -8-88 FT/ FT ....:.......
............:.................:
:. :' -:._..
::. :.....................................:.......................................:......................................
TREES, DEBRIS
...............................
— .320 :
:
RIM EL -346 --
RIM 346.40
: (CB WALL TO FLANGE, INCLUDING FITTINGS,
: HAND REMOVE BRUSH, SMALL :
N,S 36 "IE 332.3
CONFIRM LENGTH NEEDED IN FIELD ) .
ON SLOPE AS NEEDED TO INSTALL NEW PIPE.
W 24" IE 33&:,4-
W24" 336.50
PROVIDE MIN. 6" CLEARANCE
BETWEEN EX. 12 "SS AND NEW
10 -
............. :.............
STORM ..PIPE.. ..................:.. ................:............ .......:..................._ - --
..................._........ ...... ........... _.........................................._.........................—
310
CONTRACTOR TO CONFIRM EX. :PLACE
ETHAFOAM PADDING
STORM PIPE TYPE
AND ELEVATION.
BETWEEN PIES (6 INCHES +)
PIPE: ANCHOR
SADDLE EX.-STORM
PIPE WITH NEW
-12 FT FROM END
CB AND REMOVED
STORM PIPE
SEE :DETAIL
IN NEW CB.
— 300
3OO -
.......................................................
..............................
.. ...............................
END...... pi......
OF PE
STAG -+26, 136' R
APPX
EL '28&* 284.86
29O —
...................... ...............................
...................
.................:....... ............:..................
:.......
.................. :: ;:...........
: ROCK APRON
9
SEE DETAIL
® o
gLALALA
EX GROUND :APPX
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Richard W. Marshall Date 8/10/07 BY Daniel Carey 8/10/07
Ronald J. Straka Date 6/10/ 7 BY
Date
CALL 48 HOURS BEFORE YOU DIG
811 OR (old #1- 800 -424 -5555)
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES.
NOT SURVEYED. LOCATIONS MAY VARY.
REF: R -1516 MONROE AVE NE, NE 4TH ST TO NE 2ND ST.
ELEVATION CONVERTED TO NAVD 1988 FROM NGVD 1929.
DRAWING NOTES:
1O CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS.
2O TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL
PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
E RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS.
ADJUST AS NEEDED TO MATCH EXISTING.
® RESTORE DISTURBED AREA, FERTILIZING, SEEDING, MULCHING
ORIGNAL PLANS STAMPED BY: RJS, DWC . '____.-
RONALD J. STRAKA ON :8/10/07 IF NOT ONE INCH
S
PE #29727 EXPIRES: 10/16/07 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
RJS
AS-BUILT SURVEY BY:
TOUMA ENGINEERS
AS -BUILT PLANS STAMPED BY:
MOUNIR H. TOUMA ON:11 /27/07
PE #9470 EXPIRES: 6/22/09
t
MONROE AVE NE STORM SYSTEM
OVERFLOW PROJECT
8/9/2007
FlELDBOOK:
PAGE:
DRAWING NO:
1
SHEET* OF:
x 2