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1.1 ..20` ELBOW
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- - .................. -
NW 12" IE=102.8
EX 6"NW,SE IE=104.0t
EX CE3
_ RIM :EL 105.31 __........... ... .............. - - --- ---
1.2
NE 12"ADS IE=102.30
NW 12"ADS IE=102.27
SE 12" IE=102.30
-100
GROUND SURFACE -_--
........... .I .......................
47 LF 1.2"CPEP-J
@ 0.010
- . ............. . .. ......... . .-
PROFILE ALONG STORE
STATIONING DISTORTED
RESTORE DITCH
MATCH EX.
160
140
\ 1 10 LF 127HDPE
LAYED ON TOP OF SLOPE
(20° ELBOW TO END, INCLUDING 10 LF FOR SUP JOINT)
12
120
SLIP JOINT, SEE DETAIL
-20 LE 18`HDPE @ -0.57 NO MACHINERY ALLOWED ON SLOPE FROM TOE TO 200 ELBOW.
............- ----- ---- - 100
40° ELBOW 11 CONTRACTOR TO ADJUST FITTING LOCATIONS, ELBOW ANGLES,
AND :PIPE LENGTHS AS NEEDED TO FIT PIPE TO SLOPE..
24 LF 18"CPEP -8 LF 18"HDPE @ 0.010 ALL ADJUSTMENTS SHALL BE SUBMITTED TO CITY
@ 0.104 FOR :APPROVAL BEFORE CONSTRUCTING.
.... .._......................
2+00 PROFILE ALONG STORM LINE
STATIONING DISTORTED
ne
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
CALL 48 HOURS BEFORE YOU DIG
1-800-424-5555
STATIONING DATA
A -LINE
STATION (FT) NORTHING (m) EASTING (m)
0+00
57989.08
396942.02
EX CB, CENTER OF GRATE
0+11.11
57992.37
396941.43
JUNCTION LINE B
1 +96.44
58048.03
396931 .52
EX CB, CENTER OF GRATE
4+99.70
58136.89
396956.97
WV, CENTER
B-LINE
0+00
57992.42
396886.63
START B-LINE
1 +79.78
57992.42
396941.43
JUNCTION LINE A
REF PT
57995.78
396885.55
TEMP STAKE-3'EAST OF CURB
REF PT
58001.31
396876.04
EX CB NW OF 0+00, CENTER GRATE
REF PT
57984.09
396885.45
WV SW OF 0+00, CENTER
GENERAL NOTES:
A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
B. NEW TYPE II CATCH BASINS SHALL HAVE ROUND LOCKING
LIDS UNLESS NOTED OTHERWISE.
C. NEW TYPE I CATCHBASINS SHALL HAVE LOCKING FRAME
AND GRATE PER DETAIL BR-18 UNLESS NOTED OTHERWISE.
D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE
WORK AREA LIMITS.
E. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR CATCHBASINS, FILTER FABRIC
FENCE DOWNHILL OF CLEARED AREA, AND STRAW MULCH.
D-285003
DRAWING NOTES:
O3 CORE DRILL CB FOR NEW SD
O INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA.
11 CONTRACTOR TO ADJUST ELBOW LOCATIONS AND ANGLE AS NEEDED TO FIT SLOPE.
12 ADJUSTMENT PIPE LOCATION ON SLOPE AS NEEDED OR DIRECTED BY ENGINEER.
WORK ON SLOPE WITH HAND LABOR. REMOVE FALLEN TREES, BRANCHES, ROCKS, OR EARTH SO PIPE RESTS
ON AN EVEN SURFACE. PLACE/COMPACT FILL TO SUPPORT PIPE AND ELBOWS AS NEEDED.
13 IRRIGATION PIPING IN AREA. CONTRACTOR SHALL PROTECT, REPAIR ANY DAMAGED PIPES.
POSSIBLE QWEST LINE IN AREA, CHECK LOCATES
14 B-LINE NOT SURVEYED, LARGE TREES MAY BE PRESENT. SNAKE PIPE AROUND TREES AS NEEDED.
BELLE VISTA APARTMENTS CONSTRUCTION RESTRICTIONS:
THE FOLLOWING APPLY FOR ALL WORK ON THE APARTMENT PROPERTY.
A. WORK HOURS ARE 8:00 AM TO 4:30 PM. MONDAY THROUGH FRIDAY.
WORKERS SHALL BE ON SITE ONLY DURING WORK HOURS.
B. PARKING IS LIMITED. VEHICLES MAY ONLY BE PARKED IN UNRESERVED SPACES IN THE PARKING LOT
AT THE NORTH END OF THE COMPLEX. OFFSITE PARKING AND SHUTTLES MAY BE REQUIRED.
C. ALL LUNCH BREAKS SHALL BE TAKEN OFF SITE. NO MUSIC OR RADIOS WILL BE PLAYED ONSITE.
CONTRACTOR SHALL PROVIDE ALL TOILET FACILITIES FOR THE WORKERS.
D. DURING THE WORK DAY CONSTRUCTION EQPMT AND MATERIAL MAY BE TEMPORARILY PARKED OR PLACED
ON THE PAVED RIGHT OF WAY. SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS,
AND OCCUPANCY OF THE RESIDENTS.
E. AFTER 4:30 PM AND ON WEEKENDS NO CONSTRUCTION EQPMT OR MATERIAL MAY BE STORED ON THE
PAVED RIGHT OF WAY.
CONSTRUCTION EQPMT AND MATERIAL MAY ONLY BE STORED ON THE UNPAVED WORK AREA ADJACENT
TO CB-1.
F. AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL STEEL PLATES OR A TEMPORARY ASPHALT PATCH
OVER ANY TRENCHING IN THE PAVED RIGHT OF WAY.
SURVEYED: SCALE:
ROTH HILL ENGRS VERTICAL: NAVD 1988
DESIGNED:
As Noted HORIZONTAL: NAD 1983/1991 CITY OF
DRAWN:
DWC F ENTON
DWC
ONE INCH DATU M
CHECKEDDWC/RJS/SKS AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
RJS/EJW
EXPIRES 1 1 -O 1 - ,4
DATE:
N 26TH ST / PARK PL N STORM SYSTEM PROJECT o/1 5/07
ELD
PAGE:
DOWNHILL SEGMENT
DRAWING NO:
3
SHEET: OF:
6
D 2850
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