maps_ _Drawings.pdf

UV29

UV15

4UV08

UV10

UV10

UV12

UV10

UV09

UV07

UVS9

Ne w

Me ad ow s

Ta ma rac kRu bic on

UV07

UV10

UV10

UV07

4 UV07

Pr ice

Va lle y

Ea st

Br an ch W eis er

AO

P L oc ati on s

1.5

0.7

Mi les

4-

MP

6.

7-

MP

0.

Ya nti s D itc h P it

Bo rro w

Dis po sa l

Sit e

20N R1w

Sec 26

INVERT ELEVATIONS EXISTING METAL CULVERTS

CULVERT Top End IN Top End OUT

CONTROL POINT COORDINATES

CENTERLINE FOOTING COORDINATES

INVERT COORDINATES PROPOSED 42" EQUIVALENT CULVERT

LOCATION Northing(Y) Easting(X) Elev(Z)

Feet

1:240

30150

7.5

Feet

1:480

60300

AG-0261-S-16-0044 Attachment Number 2 Page 1 of 8 5/25/16

N

F

S

R

N F

S R

INVERT ELEVATIONS EXISTING METAL CULVERT

CULVERT TopEnd IN TopEnd OUT

CONTROL POINT COORDINATES

CENTERLINE FOOTING COORDINATES

20N R1w

Sec 23

Feet

1:240

30150

7.5

Feet

1:360

30150

7.5

AG-0261-S-16-0044 Attachment Number 2 Page 2 of 8 5/25/16

AG-0261-S-16-0044 Attachment Number 2 Page 3 of 8 5/25/16

Sec 26

24" CURB DESIGN BY MANUFACTURER

PRECAST CONCRETE FOOTING

PER MANUFACTURER

55201a

18' W X 8'H X 24'L 15Deg SKEW

PRECAST CONCRETE BOX CULVERT

55301

6" AGGERGATE

LEVELING COURSE

INCIDENTAL TO ITEM

55201

6" Crushed Aggregate Surfacing

CROSS SECTION OF BOX END

INSTALL OBJECT MARKER EACH CORNER

ITEM 63306

RIPRAP INSTALLATION TYPICAL

INLET AND OUTLET AS DIRECTED

BY COR ITEM 25111A

INLET ELEV 991.5

OUTLET ELEV 991.5

INLET ELEV 993.4

OUTLET ELEV 993.2

2% SLOPE

24" CURB

Q100 370cfs ELEV 997.4'

Q2 100cfs ELEV 996'

INLET ELEV 991.86

OUTLET ELEV 991.86

GRADE ROADWAY TO MATCH

STRUCTURE INSTALL 6" OF

SURFACING 100' EACH SIDE

ITEM 30809

18'W X 8'H X 24'L with 15Deg Skew

PRECAST CONCRETE BOX CULVERT

ITEM 55301

PRECAST CONCRETE FOOTING

PER MANUFACTURER

ITEM 55201a

6" AGGERGATE

LEVELING COURSE

INCIDENTAL TO

ITEM 55201

INSTALL 42" EQUIVALENT

PIPE ARCH ITEM 60203

BEDDING INCIDENTAL

INLET ELEV 996.0'

OUTLET ELEV 995.5'

STREAM SIMULATION MATERIAL CLASS 8

SALVAGE EXISTING ITEM 64805a

CROSS SECTION OF INLET/OUTLET

LOOKING DOWNSTREAM

RIPRAP ARMORING (CLASS 3) ITEM 25111A

AT INLET AND OUTLET

NOT SHOWN FOR CLARITY.

996'

994'

Existing and Proposed Roadbed CL. EL. 1000'

THALWEG ELEV. 993.4

THALWEG ELEV. 993.2

PROPOSED STREAM

SLOPE 0.8%

VERIFY FOOTING CL COORDINATES WITH COR

AG-0261-S-16-0044 Attachment Number 2 Page 4 of 8 5/25/16

Sec 23

Top of Bank

Q100 256cfs Elev. 994'

Q2 75cfs Elev. 992.5'

AG-0261-S-16-0044 Attachment Number 2 Page 5 of 8 5/25/16

AG-0261-S-16-0044 Attachment Number 2 Page 6 of 8 5/25/16

AG-0261-S-16-0044 Attachment Number 2 Page 7 of 8 5/25/16

AG-0261-S-16-0044 Attachment Number 2 Page 8 of 8 5/25/16