HomeMy WebLinkAboutSWP2702330.10
CV
CV
I
NE 4TH ST / MONROE AVE NE
INTERSECTION
EX CB TYPE 2, 72"
STA. 2+76
RIM EL= jzr- -- - -
93 -
N,S 36"IE=332.76 RIM 339.-
1 -
36 SD 36 SD
1 2„
3+00
4+00
RIM 342.5
12"I E334.6
-
Tel 0- - -- - --
EX CB TYPE 1
RIM EL=339.48
E,W 8"IE=336.2
Chevron Station
8c
McDonald's
Restaurant
0' 10' 2 0'
EX CB TYPE 2, 72"
SCALE. 1 "- 20' EX CB TYPE 1 STA. 6+
49
RIM EL=345.76
RIM EL=345.7 N,S 36"IE=332.35
E 8"IE=W 18" IE=339.13
4E
„w I I o -
LOCATE CB-1
23' NORTH OF EX. CB CB-1 I �Or
36"SD
REMOVE FENCE AS --" I
NEEDED FOR CONSTR. 0
I 4
PID #1623059059
OWNER LA PIANTA LLC UTILITY EASEMENT
RECORDING# 20070928000176 NEW EASEMENT -----,,_.I
120'x 30'
NEW STORM
OVERFLOW LINE
PIPE
ANCHOR-,
-- �
REMOVE TREES, IF NEEDED-
-LED DITCH FOR PIPE ALIGNMENT
TOE OF SLOPE
ION, SIZE, APPY ROCK APRON
SEE DETAIL
7+00
POSSIBLE BURIED LINES
POTHOLE 8"SS
CALL TO LOCATE REMOVE FENCE AS NEEDED FOR CONSTRUCTION.
BEFORE CONSTR.
STREET LIGHTS, QWEST REPLACE AT COMPLETION
350 —
_ _ _
POTHOLE LOCATION .. . . .. .
............................................... _ .............
. ............. _ .. ...............
. .....
— 350.
BEFORE CONSTR.(1)
SCALE: HORIZ: 1 "= 10' PROFILE ALONG NEW PIPELINE
-
VERT: 1"_ 10'
16"W O
FLANGE JOINT, ELBOW
—
:34O
EN 3544 IE35.10
340TAIL
�.�.�.-.�..
SEE
NO MACHINERY ALLOWED ON SLOPE
DOWNSTREAM CB
AT
: _:.
McDONALDS RIM
EL -339-.4B
-�
EL 339.93
330
_
_
330
12"SS DEADMAN ANCHOR
.1 03f LF 24" HDPE
IE=334.4 25 FT FROM CL CB
LAY PIPE ON TOP OF SLOPE
TOP 335.5f EST SEE DETAIL
(FROM FLANGE TO END,
CB-1 TYPE 1, 72"
STA 6+26, 7.6'L
@ O.Q31
CONFIRM LENGTH NEEDED IN FIELD)
32O
SOLID. COVER . _ ...........
45f LF 24" HDPE ®� FT/FT ..: _
32O -
RIM EL �6-�
RIM 346.40
(CB WALL TO FLANGE, INCLUDING FITTINGS,
HAND REMOVE BRUSH, SMALL TREES, DEBRIS
N,S 36"IE 332.3
CONFIRM LENGTH NEEDED IN FIELD)
ON SLOPE AS NEEDED TO INSTALL NEW PIPE.
W 24" IE -3�36 4-
W24" 336.50
PROVIDE MIN. 6" CLEARANCE
BETWEEN EX. 12"SS AND NEW
31 O
-- -- - - -
STORM__ PIPE. ............ _ _ ............ ....
................. . �. .....
31.0
CONTRACTOR TO CONFIRM EX.
PLACE ETHAFOAM PADDING_
STORM PIPE TYPE
AND ELEVATION.
BETWEEN PIPES (6 INCHES+)
PIPE: ANCHOR
SADDLE EX.STORM
PIPE :WITH NEW
M E FT FROM ND
CB AND REMOVED
STORM PIPE
E :DETAIL
SE2
IN NEW CB
300
-
........ ... ............ _ ...... ... ............ ..........
...... ..................... ......... .:, ,,,:.. .............. ..........
........... ........... .... _
300
END OF PIPE
STA.6+26, 136' R
APPX
EL -21 - 284.86
2 —
90
............ .......
.......................
- ........ . .................... ......_ _.......... _ ......__ ......................
. .......................... .... .
_ ......
_ _ _ - _
290
-ROCK APRON
SEE DETAIL
r Y
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Richard W. Marshall Date 8/10 (
Ronald J. Straka Date 8/10/
Date
AT A'4- :.
- -
17
7
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 8/10/07
BY
tin 15
h
- xxxxx
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:
10 CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS.
O2 TRENCH PATCH SHALL BE PER CITY DETAIL HR-23 TYPICAL
PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
O3 RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS.
ADJUST AS NEEDED TO MATCH EXISTING.
® RESTORE DISTURBED AREA, FERTILIZING, SEEDING, MULCHING
ADDEd AS —BUILT INFORMATION DWC 1-15 08 SURVEYED: SCALE: VERTICAL: NAVD 1988
AS Noted HORIZONTAL: NAD 1983/1991 " ,_ C TY 0 E
DESIGNED:
DWC RENT 0 N
DRAWN: =
DWC
ONE INCH
ORIGINAL PLANS STAMPED BY- CHECKED: AT FULL SCALE Planning/ �ryBuilding/ Pub 1 i C W o rkS Dept.
RONALD J. STRAKA ON:8/10/07 RJs, DWC IF NOT ONE INCH P
PE #29727 E)SRES: 10/16/07 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
RJS
Do 215001
AS -BUILT SURVEY BY:
TOUMA ENGINEERS
AS —BUILT PLANS STAMPED BY:
MOUNIR H. TOUMA ON: 11 /27/07
PE #9470 EXPIRES: 6/22/09
AS -BUILT
MONROE AVE NE STORM SYSTEM
OVERFLOW PROJECT
DATE:
8/9/2007
FIELDBOOK:
PAGE:
DRAWING NO:
1
SHEET: OF:
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