HomeMy WebLinkAboutD-401708350
355
360
365
370
375
380
385
390
350
355
360
365
370
375
380
385
390
CB#5
RIM: 387.76
IE: 384.15 12" (SW)
IE: 384.15 12" (SE)
IE: 384.15 12" (NE)
CB#3
RIM: 386.95
IE: 383.34 12" (NW)
IE: 383.34 12" (SE)
CB#2
RIM: 386.82
IE: 383.05 8" (SW)
IE: 382.72 12" (NW)
IE: 382.72 12" (NE)
EX. MH#1
RIM: 367.93
IE: 361.20 12" (SW)
IE: 364.7 8" (NW)
IE: 364.7 8" (NE)
IE: 364.5 8" (SW)
IE: 355.2 EX. 60" (NW)
IE: 354.9 EX. 60" (SE)
190 LF 12" @ 9.41%
81 LF 12" @ 1.00%
62 LF 12" @ 1.00%
0+00367.93368.150+50368.93370.541+00373.00375.961+50379.02382.002+00384.60386.282+50386.75387.073+00387.24386.953+50387.21387.434+00387.70EX. 8" SEWER
IE: 360.16
EX. GAS
EX. WATER
EST. LOCATION
1" WATER
IE: 370.00
EX. POWER EST. LOCATION
EX. COMM EST. LOCATION
EX. WATER EST. LOCATION
1" WATER
IE: 378.79
1" WATER
IE: 382.99
EX. WATER EST. LOCATION
EX. 8" SEWER
IE: 377.10
1" WATER
IE: 383.77
EX. WATER EST. LOCATION
1" WATER
IE: 382.37
EX. WATER EST. LOCATION
EX. WATER
EST. LOCATION
1" WATER
IE: 382.47
PROPOSED GRADE
(TO MATCH EXISTING)
PROPOSED GRADEEXISTING GRADE
EX. WATER EST. LOCATION
CO#4
RIM: 387.13
IE CONNECTION:
383.68 8" (SW)
73 LF 12" @ 5.05%
CB#1
48" CATCH BASIN TYPE II
RIM: 370.38
IE: 364.88 12" (SW)
IE: 364.88 12" (NE)BID SETSWP - 27 - 4017LAKE YOUNGS CT SE
STORM & WATER IMPROVEMENTS
STORM DRAINAGE PROFILE & DETAILS
3 NOT TO SCALE
TRENCH AND BACKFILL 4 NOT TO SCALE
PIPE ZONE BEDDING & COMPACTION
2 NOT TO SCALE
SUBSURFACE UNDERDRAIN
1 SCALE: 1"=20'H, 1"=5'V
STORM PROFILE EX. MH#1 TO CB#5
6 NOT TO SCALE
UNDERDRAIN AGGREGATE
A
A
SECTION A - A
UNDERDRAIN AGGREGATE,
SEE NOTE 1
SLOTTED UNDERDRAIN PIPE,
SEE NOTE 2
CB#7
SEE PLAN AND PROFILE
FOR MORE INFORMAITON
CB#8
SEE PLAN AND PROFILE
FOR MORE INFORMAITON
SURFACE RESTORATION
PER SHEET C300
SUBGRADE
UNDERDRAIN AGGREGATE
2.5' MIN. WIDTH
UNDERDRAIN
AGGREGATE 2' MIN.
DEPTH CENTERED
ON PIPE
NOTES
1.UNDERDRAIN AGGREGATE SHALL MEET STD. PLAN
262.60
2.UNDERDRAIN TO BE 8" SLOTTED PVC PER ASTM D1785
SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO
THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069
INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES
APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE
ARRANGED IN FOUR ROWS SPACED ON 45-DEGREE
CENTERS AND COVER 12 OF THE CIRCUMFERENCE OF
THE PIPE. SLOPE PIPE PER PLAN.
3.LOCATE UNDERDRAIN BELOW STRUCTURAL
PAVEMENT BASE DEPTH.
6
C401
5 NOT TO SCALE
RECTANGULAR SOLID METAL COVER
365.00
365.00
5.21%
9.26%
1.10%
1.10%
382.60
382.60
382.67
386.90
387.03
383.28
383.28
387.99
AS-BUILTAS-BUILT1 BS 06/28 JM
D-401708