GLENWOOD ELECTRICAL SUBSTATION

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STORM AW TER

57-0 089- 9188

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DFI1154

0010

STORM AW TER

57-0089-

9188

copyright © 2018 Branch Engineering, Inc.

sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:

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civil transportationstructural geotechnical

SURVEYING310 5th Street

Springfield, OR 97477p: 541.746.0637

www.BranchEngineering.comSpringfield OR | Albany OR

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SEPT. 30, 2020

18-107

ARS

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PAVING,GRADING &

STORMWATERPLAN

C1

CONSTRUCTION NOTES:

OREGON NOSRETTANAH

#79232PE

ORPSSEF

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11022.CED1TA

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PExpires: December 31, 2020

,

DIGITALLY SIGNED

PAVING LEGEND

A

A

B

BC

C

RAIN GARDEN #2 - SECTION C-C

FILTER STRIP SECTION - SECTION B-B

DETENTION BASIN - SECTION A-A

RAIN GARDEN #2

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12" DECIDUOUS

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10" DECIDUOUS

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14" DECIDUOUS

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540

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512

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513

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530

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535

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536

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537

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538

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539

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540

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522

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535

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541

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540

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539

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538

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537

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536

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535

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532

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530

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10" EVERGREEN

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12" EVERGREEN

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12" EVERGREEN

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12" EVERGREEN

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8" EVERGREEN

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8" EVERGREEN

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WW

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S21°18'37"E

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62.11

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8" DECIDUOUS

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8" DECIDUOUS

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8" DECIDUOUS

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TREES

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Y

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RIDGE LINE

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RIDGE LINE

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RIDGE LINE

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LINE

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RIDGE

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RIDGE LINE

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RIDGE LINE

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VALLEY

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VALLEY

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EAST 22nd STREET

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534

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532

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\\server\Data\2020\20-016 Glenwood Substation_LDAP & 1200C\Civil\BranchDrawings\20-016_CONST-Current.dwg 9/30/2020 10:09 AM NATHAN20-016_CONST-Current.dwg 9/30/2020 10:09 AM NATHAN 9/30/2020 10:09 AM NATHAN9/30/2020 10:09 AM NATHAN NATHANNATHAN

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0

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GRAPHIC SCALE

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( IN FEET )

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15

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60

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30

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30

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STORMWATER

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FURNISH AND INSTALL 10'Lx4'Wx1'D CLASS 50 RIP RAP PROTECTION WHERE DITCH ENTERS DETENTION BASIN.

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CONSTRUCT LEVEL SPREADER PER DETAIL 7, SHEET C2.

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CONSTRUCT GRASSY SWALE WITH CHECK DAMNS PER CITY OF EUGENE STORMATER MANGEMENT MANUAL & DETAILS 9 AND 10 SHEET C2.

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FUNRISH AND INSTALL CLASS 50 RIP RAP OUTLET PROTECTION PER DETAIL 6, SHEET C2.

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FURNISH AND INSTALL 6" STORMWATER PIPE AT 0.5% SLOPE MIN. TRENCH PER DETAIL 1, SHEET C2.

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FURNISH AND INSTALL 4" PERFORATED PIPE. SEE DETAIL 8, SHEET C2.

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FURNISH AND INSTALL STORM CLEAN OUT PER DETAIL 3, SHEET C2.

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FURNISH AND INSTALL GIBSON DITCH INLET PER DETAIL 2, SHEET C2. ALTERNATIVE: FURNISH AND INSTALL 24" CONCRETE BASIN WITH BEEHIVE GRATE PER DETAIL 4, SHEET C2.

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FURNISH AND INSTALL FLOW CONTROL MANHOLE PER DETAIL 5, SHEET C2.

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CONSTRUCT DETENTION BASIN PER DETAIL 1, THIS SHEET (SECTION A-A).

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CONSTRUCT RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND DETAIL 8, SHEET C2. SEE LANDSCAPE PLAN FOR PLANTING DESIGN.

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FURNISH AND INSTALL UNDERGROUND CUDO DETENTION CUBES PER MANUFACTURER'S SPECIFICATIONS AND DETAILS ON C3, OR ALTERNATIVE APPROVED BY ENGINEER AND CITY PRIOR TO INSTALLATION.

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CONNECT TO AND MATCH EXISTING GRADES AT EXISTING CHANNEL/DITCH.

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CONSTRUCT RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND DETAIL 3, THIS SHEET (SECTION C-C) AND DETAIL 8, SHEET C2. INSTALL CUDO UNDERDRAIN FOR ADDITIONAL DETENTION. SEE SHEET C3 FOR CUDO DETENTION SYSTEM DETAILS. SEE LANDSCAPE PLAN FOR PLANTING DESIGN.

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CONSTRUCT FILTER STRIP PER CITY OF EUGENE STORMATER MANGEMENT MANUAL AND DETAIL 2, THIS SHEET (SECTION B-B).

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DETENTION BASIN TOP: 522.50 BOTTOM: 520.00

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RIM:520.00 12" FL(W):518.00

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FLOW CONT. MH #1 RIM:523.10 12" FL(E):518.00 12" FL(W):520.00

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TREATMENT SWALE

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20LF TOP:534.00 6"&12" FL:532.00

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RIM:535.00 12" FL(N):532.50 4" FL(S):532.83

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RAIN GARDEN #1 TOP: 536.00 BOTTOM: 535.00

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RIM:537.10 12" FL(W):532.80

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FLOW CONT. MH #2 RIM:538.50 12" FL(E&N):532.50

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30LF TOP: 531.50 12"&6" FL:529.50

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RAIN GARDEN #2 TOP: 537.50 BOTTOM: 536.30

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RIM:537.25 6" FL:533.00

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FL:519.60

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FL:526.03

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35' WIDE, 23' LONG @ S=0.045 FT/FT

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RIM: 539.03 6" FL(NE):536.00

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RIM:536.87 6" FL:532.70

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RIM:537.68 6" FL:534.20

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RIM: 538.93 6" FL:535.40

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RIM:540.46 6" FL:536.20

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RIM: 539.95 6" FL (N): 537.40

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PAVING

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CONSTRUCT LIGHT GRAVEL PAVEMENT PER DETAIL 11, SHEET C2.

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CONSTRUCT ASPHALT PAVING OVER CRUSHED ROCK PER DETAIL 11, SHEET C2.

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501

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503

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CONSTRUCT HEAVY GRAVEL PAVEMENT PER DETAIL 11, SHEET C2.

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502

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FILTRATION RAIN GARDEN PER DETAIL 8, SHEET C2. PLANT PER LANDSCAPE PLAN

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FILTER STRIP SEED PER LANDSCAPE PLAN

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LEVEL SPREADER PER DETAIL 7, SHEET C2

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CUDO UNDERDRAIN STORAGE SYSTEM. FLOW OUT TO DITCH INLET. SEE CUDO DETAILS ON SHEET C3.

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FLOW CONTROL MANHOLE #2. SEE DETAIL 5, SHEET C2. CONNECT TO DITCH INLET AND FLOW OUT TO LEVEL SPREADER.

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FENCE

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GRAVEL PAD INSIDE SUBSTATION YARD. SEE LIGHT GRAVEL SECTION, DETAIL 11, SHEET C2

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EXISTING GROUND

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EXISTING GROUND

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SCALE: 1"=10'

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3

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SCALE: 1"=10'

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2

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SCALE: 1"=30'

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1

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EXISTING GROUND

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GRAVEL DRIVE PER HEAVY GRAVEL SECTION DETAIL 11, SHEET C2

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DETENTION BASIN. PLANTINGS PER LANDSCAPE PLAN

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3:1

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3:1

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3:1

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3:1

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2:1

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FUNRISH AND INSTALL CLASS 50 RIP RAP INLET PROTECTION PER DETAIL 6, SHEET C2.

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FURNISH AND INSTALL 12" STORMWATER PIPE AT 0.5% SLOPE MIN. TRENCH PER DETAIL 1, SHEET C2. TRENCH PER DETAIL 1, SHEET C2.

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BOTTOM: 520.00

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BOTTOM: 536.30

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TOP: 537.50

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4.5%

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2:1 MAX

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TOP: 522.50

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FL:520.00

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SCALE: 1" = 10'

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INSTALL (128) 2'X2'X2' CUDO DETENTION BLOCKS BELOW RAIN GARDEN PER DETAIL 3, DETAIL 3, THIS SHEET AND DETAIL 8 SHEET C2. ALSO SEE SHEET C3 FOR CUDO DETENTION SYSTEM DETAILS.

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DITCH INLET PER DETAIL 2, SHEET C2. CONNECT TO CUDO BLOCKS AND FLOW OUT TO FLOW CONTROL MANHOLE #2.

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ACCESS RISER PER DETAILS ON SHEET C3..

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CUDO ACCESS RISER PER DETAILS ON SHEET C3.

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HEAVY GRAVEL PAVEMENT

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PER GEOTECHNICAL RECOMMENDATIONS

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LIGHT GRAVEL PAVEMENT

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ASPHALT PAVING

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PER SUB STANDARDS

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FLOW CONTROL MANHOLE #1. SEE DETAIL 5, SHEET C2. CONNECT TO DITCH INLET AND FLOW OUT TO GRASSY SWALE.

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DITCH INLET PER DETAIL 2, SHEET C2. FLOW OUT TO FLOW CONTROL MANHOLE #1.

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12" CULVERT

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CONNECT TO TRANSFORMER FOUNDATION AND OIL CONTAINMENT STRUCTURE.

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335

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6" FL:535.95


sheet:

revisions:

designer:

drawn by:

project no:

project title:

date:



Springfield, OR 97477p: 541.746.0637


ARS

NP

DETAILS

C2ROCK CHECK DAMRAIN GARDEN - TYPICAL SECTIONS

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SEPT. 30, 2020

20-016

OREGON NOSRETTANAH

#79232PE

ORPSSEF

NOILA

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RGIS

TE

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11022.CED1TA

N


,

DIGITALLY SIGNED

GRASSY SWALE - TYPICAL SECTION

TYPICAL TRENCH DETAIL GIBSON 24" SQUARE CATCH BASIN WITH DITCH INLET

GSB

CLEAN OUT 24" CONCRETE BASIN WITH BEEHIVE GRATE

FLOW CONTROL MANHOLE RIP RAP PROTECTION AT INLET/OUTLET LEVEL SPREADER

PAVING SECTIONS

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\\branch.local\data\2020\20-016 Glenwood Substation_LDAP & 1200C\Civil\BranchDrawings\20-016_CONST-Current.dwg 9/30/2020 7:49 AM ANANDA20-016_CONST-Current.dwg 9/30/2020 7:49 AM ANANDA 9/30/2020 7:49 AM ANANDA9/30/2020 7:49 AM ANANDA ANANDAANANDA

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SCALE: N.T.S.

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10

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1' SUMP OPTIONAL

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2"-4" ROCK

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SPACING BETWEEN CHECK DAMS

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SECTION

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1

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1

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1

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2

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2

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2

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L

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A

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B

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L = 25' OR PER PLAN

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3:1 TYPICAL

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GEOTEXTILE FILTER FABRIC

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PLANTINGS PER LANDSCAPE DRAWINGS

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3:1 TYPICAL

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18" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL MEET CITY OF EUGENE STORMWATER REQUIREMENTS PER STANDARD SPECIFICATIONS SECTION 01040.14(d).

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12" OF 2 1/2" - 3/4" DIA. OPEN GRADED AGGREGATE STORAGE, WRAPPED IN FILTER FABRIC

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SCALE: N.T.S.

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8

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4" PERFORATED PIPE.

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E

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N

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G

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E

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ELEV. PER PLAN

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NOTES: 1. THIS TRENCH SHALL BE CONSTRUCTED THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3. SUPPORT POST SPACING AS REQUIRED SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. (6' MAX SPACING) 4. SPLICE ENDS OF GRADE BOARD @ SPLICE ENDS OF GRADE BOARD @ CENTERLINE OF COMMON SUPPORT POST AND FASTEN EACH GRADE BOARD TO CONNECT PER NOTE ABOVE. 5. PROVIDE SUPPORT POST WITHIN 12" OF PROVIDE SUPPORT POST WITHIN 12" OF GRADE BOARD TERMINATIONS. 6. PLANT PT 442 BES GRASSY SWALE PLANT PT 442 BES GRASSY SWALE NATIVE MIX WHERE DIRT IS EXPOSED AROUND FILTER STRIP. PLANTING TO PLANTING TO BE BY SEPTEMBER 15TH TO ALLOW FOR ESTABLISHMENT PRIOR TO FALL RAINS.

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2" GRADE BOARD NOTCHES

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2"

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2"

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18" O.C.

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TURF REINFORCEMENT MATTING 3' MIN.

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FASTEN GRADE BOARD TO EVERY SUPPORT POST WITH (2) 1/4" , 4-1/2" SIMPSONSDS SCREWS

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ENSURE WASH ROCK IS INSTALLED UNDERNEATH GRADE BOARD TO PROVIDE FULL SUPPORT.

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CLEAN (5% FINES) 2 1/2"-1" WASHED ROCK

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STORM PIPE

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CONNECT INLET PIPE TO 8" PERF. PIPE ALONG BOTTOM OF LEVEL SPREADER

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3:1 CUT SLOPE BETWEEN ROCK AND CATCH POINT

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3:1 FILL SLOPE BETWEEN ROCK AND CATCH POINT

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4"X4" CEDAR SUPPORT POST. 1' MIN. EMBEDDED OR AS NEEDED TO SUPPORT GRADE BOARD PER NOTE #3.

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2" x 6" CEDAR GRADE BOARD

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?

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?

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SEE PLAN

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INVERT ELEV.

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SEE PLAN

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RIM ELEV.

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28" x 30" HEAVY DUTY FLAT BAR GRATE

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STUB FOR NO-HUB CONNECTOR (COUPLING) SIZED FOR SOIL PIPE 12" OR 15" LATERAL

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CONNECT TO P.V.C. STORM SEWER PIPE

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ENGINEER TO SPECIFY SLOPE OF DITCH

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STATE APPROVED - ASPHALT DIPPED

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BOX FABRICATED FROM 10 GA. MATERIAL

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NOTES:

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12-18" FILTER MEDIA

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SLOPE 3:1

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SLOPE 3:1

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INSTALL 3" ROCK MULCH/PEA GRAVEL ALONG BOTTOM OF FACILITY

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GRASS MIX, TYP. SEE LANDSCAPE PLAN.

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SLOPE

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NOTE: 1. CASTING SHALL MEET HS20 LOAD CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4" MAX SIZE) 3. ALL CONCRETE SHALL BE ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. 4. PROVIDE TRACER WIRE AS REQUIRED PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE.

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PROVIDE 1/4" CLEARANCE BETWEEN CONCRETE PAD AND RISER PIPE.

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FINISHED GRADE

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#4 HOOP CENTERED IN COMMERCIAL GRADE CONCRETE PAD (WITHIN TRAFFIC AREAS ONLY)

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MECHANICAL PLUG

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CAST IRON FRAME AND COVER ADJUST TOP TO MATCH FINISHED GRADE

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2" MIN.

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BEDDING (SEE TYPICAL TRENCH DETAIL)

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UNDISTURBED SUBGRADE

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COMPACTED 3/4"-0 CRUSHED ROCK

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NOTES: 1. CLEANOUT/SHEAR GATE: CLEANOUT/SHEAR GATE: ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B. LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA. STAINLESS. 2. GATE SHALL NOT OPEN BEYOND THE CLEAR GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 3. PIPE SUPPORTS SHALL BE ANCHORED AT 3' MAX PIPE SUPPORTS SHALL BE ANCHORED AT 3' MAX SPACING. PIPE SUPPORT TO BE SS STRAP " 116" THICK X 1" WIDE BOLTED TO STRUCTURE WALL WITH " DIAM SS EXPANSION BOLTS 38" DIAM SS EXPANSION BOLTS 4. STRUCTURE SHALL BE 48" CONCRETE MANHOLE STRUCTURE SHALL BE 48" CONCRETE MANHOLE PER ODOT STANDARD DETAIL RD335.

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LIFT HANDLE ATTACH WITH GALVANIZED CHAIN

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PIPE SUPPORT, SEE NOTE 3

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PIPE SUPPORT, SEE NOTE 3

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8"x12" PVC CROSS, OPEN AT TOP AND CAP W/ORIFICE AT BOTTOM. ORIFICE AT BOTTOM. SEE TABLE FOR ORIFICE SIZING.

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CLEANOUT/ SHEAR GATE SUBMIT PRODUCT FOR APPROVAL.

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12" ST OUT

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STRUCTURE #

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RIM

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12" FL IN

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12" FL OUT

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ORIFICE SIZE

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OVERFLOW ELEVATION

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1

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523.10

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518.00

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520.00

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4"

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521.70

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2

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538.50

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532.50

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532.50

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2.8"

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537.10

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12" ST IN

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%%UBEEHIVE GRATE

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DESIGNER INFORMATION 1. If connecting to a combination sewer manhole If connecting to a combination sewer manhole installation of a "swing-check type backwater valve" or approved equal is required to prevent odor emissions. 2. Size inlet based on calculated flows & manufacturers Size inlet based on calculated flows & manufacturers recommendations.

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CONSTRUCTION NOTES 1. Secure grate in place with 54" of wire rope. Loop ends of wire rope Secure grate in place with 54" of wire rope. Loop ends of wire rope around U-bolt and grate. Crimp each end of wire rope with ferrule. 2. Drill 2" deep holes into pipe and epoxy #4 rebar U-bolt (2"x 4") in Drill 2" deep holes into pipe and epoxy #4 rebar U-bolt (2"x 4") in holes. 3. Grate to be cast iron, ASTM A48 CL30. Grate to be cast iron, ASTM A48 CL30. 4. Beehive rim elevation to be 1" lower than sidewalk notches, top of Beehive rim elevation to be 1" lower than sidewalk notches, top of planter wall, top of slope, outlet `notch or upstream notch, whichever is lowest. 5. Wire rope between 1/8"-3/16" diameter, stainless steel, 7 strands of Wire rope between 1/8"-3/16" diameter, stainless steel, 7 strands of 19 wires.

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BEEHIVE GRATE (SEE DETAIL BELOW)

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REVERSIBLE MANHOLE FRAME (SEE DETAIL BELOW)

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EPOXY MANHOLE FRAME TO STANDARD REINFORCED CONCRETE PIPE, CLASS III

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CONNECT TO MANHOLE OR INLET

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#4 REBAR U-BOLT

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TOP OF STORMWATER FACILITY SOIL

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SPECIFY RIM ELEVATION

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WIRE ROPE

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SLOPE TO DRAIN (1% MIN)

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3,000 PSI COMMERCIAL GRADE CONCRETE

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GEOTEXTILE FABRIC

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SCALE: N.T.S.

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9

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SCALE: N.T.S.

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1

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UNDISTURBED

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WITHIN

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PAVED AREA

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OUTSIDE

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SOIL

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UNDISTURBED

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PAVED AREA

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PAVING

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STRUCTURE

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COMPACTED 3/4"-0

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CRUSHED ROCK

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3" MIN.

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6" MIN.

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COMPACTED

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NOTE: AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER.

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WATER LINE

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30" MIN. FOR

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NATIVE

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BACKFILL

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SUBGRADE

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6" MIN.

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PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE.

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BEDDING

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PIPE SIZE AND TYPE PER PLANS

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SCALE: N.T.S.

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2

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SINCE 1972

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Gibson Steel Basins

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247 Washington St. Eugene, Or. 97401 ph: (541) 687-8672 fax: (541) 344-0207

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MODEL: GDI-42-HB-12

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SCALE: N.T.S.

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3

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SCALE: N.T.S.

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4

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SCALE: N.T.S.

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5

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SCALE: N.T.S.

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6

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EXTEND RIP RAP TO TOP OF RAIN GARDEN/SWALE

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MITER END OF PIPE 1:1

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STORM PIPE

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ELEV PER PLAN

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CLASS 50 RIP RAP FROM DRAIN ROCK UP TO OVER FLOW CULVERT PIPE

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3:1 SIDE SLOPES

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SCALE: N.T.S.

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7

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SCALE: N.T.S.

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11

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6'' THK. 1 OR 3/4" MINUS CRUSHED ROCK (COMPACT TO 95% RELATIVE COMPACTION RICE).

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COMPACTED SUBGRADE

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12'' THK. 1 OR 3/4" MINUS CRUSHED ROCK (COMPACT TO 95% RELATIVE COMPACTION RICE).

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COMPACTED SUBGRADE

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4'' COMPACTED THICKNESS 3/8" DENSE GRADED HMAC (COMPACT TO 91% RELATIVE COMPACTION RICE).

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12" 3/4''-(0) CRUSHED ROCK, COMPACTED AT 95% RELATIVE COMPACTION MODIFIED PROCTOR

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COMPACTED SUBGRADE

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%%ULIGHT GRAVEL SECTION

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%%UHEAVY GRAVEL SECTION

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%%UASPHALT PAVING SECTION

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NOTE: SEE GEOTECHNICAL REPORT BY FOUNDATION ENGINEER FOR MORE INFORMATION AND RECOMMENDATIONS.

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T.O.G. ELEV.

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SHAL BE NO HIGHER THAN TOP OF FACILITY

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3:1 TYPICAL

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GEOTEXTILE FILTER FABRIC

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PLANTINGS PER LANDSCAPE DRAWINGS

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3:1 TYPICAL

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18" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL MEET CITY OF EUGENE STORMWATER REQUIREMENTS PER STANDARD SPECIFICATIONS SECTION 01040.14(d).

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12" OF 2 1/2" - 3/4" DIA. OPEN GRADED AGGREGATE STORAGE, WRAPPED IN FILTER FABRIC IN THE UP-SLOPE AREA.

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CUDO UNDERDRAIN DETENTION SYSTEM PER DETAILS ON SHEET C3.

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%%URAINGARDEN #1

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%%URAINGARDEN #2

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6'' OPEN GRADED ROCK PER SUB REQUIREMENTS. SEE SUB SPECS FOR DETAILS.

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THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BEUSED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED.

7921 Southpark Plaza, Suite 200 | Littleton, CO | 80120 | Ph: 800.579.8819 | oldcastlestormwater.comStormwater Solutions

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CUDOdWater Storage SystemTypical Maitenance Access

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CUDOdWater Storage SystemPipe Connection & MaitenanceAccess Installation Diagram


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CUDOdStormwater DetentionSystem - Typical Installation DetailVegetated Permeable Area


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CUDOdWater Storage SystemTypical System Layoutw/ Filter Module Stacks


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\\branch.local\data\2020\20-016 Glenwood Substation_LDAP & 1200C\Civil\BranchDrawings\20-016_CONST-Current.dwg 9/30/2020 7:49 AM ANANDA20-016_CONST-Current.dwg 9/30/2020 7:49 AM ANANDA 9/30/2020 7:49 AM ANANDA9/30/2020 7:49 AM ANANDA ANANDAANANDA

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E

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N

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G

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I

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E

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R

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GEOGRID BI-AXLE ON GRAVEL OR SAND. (TENSARf BX1200 OR BX1200 OR EQUIVALENT), SEE NOTE 2.

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AGGREGATE COMPACTED AS REQUIRED.

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24.00" TRAFFIC RATEDBOLTED & GASKETED MAINTENANCE ACCESS COVER. AS REQUIRED.

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CONCRETE COLLAR.

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INLET CUDO.

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18.00" HDPERISER. AS REQUIRED

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PERMEABLE OR NON-PERMEABLE LINER AS REQUIRED.

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RISER COUPLER. AS REQUIRED.

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STAINLESS STEEL CLAMPS. AS REQUIRED.

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CUDO WITH CLOSED OR OPEN (PERFORATED) PLUGS AS REQUIRED.

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SAND OR GRAVEL BACK FILL.

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EARTH.

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PAVEMENT OR LANDSCAPE SURFACE AS REQUIRED.

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NOTES: 1. REFER TO CUDO INSTALLATION DETAILS. REFER TO CUDO INSTALLATION DETAILS. 2. INSTALL GEOGRID LAYER, (TENSARf BX1200 OR EQUIVALENT) IN ACCORDANCE WITH INSTALL GEOGRID LAYER, (TENSARf BX1200 OR EQUIVALENT) IN ACCORDANCE WITH BX1200 OR EQUIVALENT) IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS IN AREAS SUBJECT TO VEHICLE TRAFFIC,

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INLET.

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SHEET 1 OF 1

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DRAWING NO.

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DATE

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JPR 5/2/08

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REV

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ECO

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ECO-0154 ZHD 2/6/18

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24.00" CAST IRON OR OPTIONALFIBERGLASS ACCESS COVER.

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18.00" CORRUGATED PVC OR HDPEACCESS RISER.

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LATERAL CUDOd COUPLER.

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INLET/OUTLET PIPE CONNECTION ASSEMBLY.

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PLASTIC OR GEOTEXTILE FABRIC LINER.

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CUDOf WATER STORAGE SYSTEM. WATER STORAGE SYSTEM.

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MAINTENANCE ACCESS ASSEMBLY. FIELD POURED CONCRETE COLLAR REQUIRED AROUND ALL ACCESS COVERS, (NOT SHOWN), BY OTHERS.

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STAINLESS STEEL CLAMP.

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PLASTIC OR GEOTEXTILE FABRIC BOOT. ATTACHED TO LINER PER MANUFACTURERS SPECIFICATION.

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LATERAL CUDOd COUPLER.

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INLET/OUTLET ASSEMBLY.

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PLASTIC OR GEOTEXTILE FABRIC LINER.

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CUDOf WATER STORAGE SYSTEM. WATER STORAGE SYSTEM.

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REDUCER/PIPE ( 18.00" MAXIMUM)BY OTHERS.

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18.00" LATERALCUDOd COUPLER. COUPLER.

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18.00" PLASTIC ORGEOTEXTILE FABRIC BOOT. ATTACHED TO LINER PER MANUFACTURERS SPECIFICATION.

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CUDOd SIDE PANEL WITH OPENING CUT TO PIPE SIZE AS REQUIRED. ( 18.00" MAXIMUM)

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PLASTIC OR GEOTEXTILE FABRIC BOOT SIZED TO PIPE AS REQUIRED. ATTACHED TO LINER PER MANUFACTURERS SPECIFICATION.

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PIPE, 18.00" MAXIMUM.BY OTHERS.

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PIPE, 18.00"MAXIMUM. BY OTHERS.

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MAINTENANCE ACCESS ASSEMBLY. FIELD POURED CONCRETE COLLAR REQUIRED AROUND ALL ACCESS COVERS, (NOT SHOWN), BY OTHERS.

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PLASTIC OR GEOTEXTILE FABRIC BOOT. ATTACHED TO LINER PER MANUFACTURERS SPECIFICATION.

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24.00" CAST IRON OR OPTIONALFIBERGLASS ACCESS COVER.

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18.00" CORRUGATED PVC OR HDPEACCESS RISER.

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SHEET 1 OF 2

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DRAWING NO.

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DATE

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JPR 7/22/09

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REV

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ECO

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ECO-0154 ZHD 2/6/18

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SHEET 2 OF 2

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DRAWING NO.

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DATE

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JPR 7/22/09

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REV

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ECO

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ECO-0154 ZHD 2/6/18

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VEGITATED OR LANDSCAPED SURFACE.

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TYPICAL CATCH BASIN OR OTHER INLET STRUCTURE PER PLAN.

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COMPACTED SOIL AS APPROVED AND RECOMMENDED BY PROJECT GEOTECHNICAL ENGINEER.

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24.00" MAINTENANCE/INSPECTION ACCESS COVERS TYPICAL.FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS.

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OUTLET PIPE, 18.00" MAXIMUM. FOR CONNECTIONCONFIGURATION REFERENCE, CUDO-0008 & CUDO-PIPE-0001.

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WRAP SIDES & BOTTOM OF SYSTEM WITH IMPERMEABLE LINER. SEE NOTE 2.

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INLET PIPE, 18.00" MAXIMUM,FOR CONNECTION CONFIGURATION REFERENCE CUDO-0008 & CUDO-PIPE-0001.

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1 TO 4 MODULE STACKS SCALE: NONE

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CLEAN-OUT ACCESS AS REQUIRED.

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OUTLET

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INLET

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INLET CATCH BASIN, PER PLAN.

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NOTES: 1. INSTALL GEOGRID LAYER, (TENSARf BX1200 OR EQUIVALENT) INSTALL GEOGRID LAYER, (TENSARf BX1200 OR EQUIVALENT) BX1200 OR EQUIVALENT) IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 2. SYSTEM ENCASED ENTIRELY WITH 36 MIL REINFORCED SYSTEM ENCASED ENTIRELY WITH 36 MIL REINFORCED POLYETHYLENE IMPERMEABLE LINER OR EQUIVALENT AS REQUIRED. 3. FIELD POURED CONCRETE COLLAR REQUIRED AROUND ALL ACCESS COVERS FIELD POURED CONCRETE COLLAR REQUIRED AROUND ALL ACCESS COVERS & HATCHES, BY OTHERS. 4. ALL EXTERNAL PIPING & ANGLES BY OTHERS. REFER TO PLANS.ALL EXTERNAL PIPING & ANGLES BY OTHERS. REFER TO PLANS.

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SCALE: NONE

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SHEET 1 OF 1

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DRAWING NO.

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DRAWING NO.

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DATE

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JPR 7/21/08

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REV

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ECO

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ECO-0154 ZHD 2/6/18

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BACKFILL, 12.00" MINIMUM ABOVE CUDOf SYSTEM, COMPACTED SYSTEM, COMPACTED COMPACTED AS REQUIRED BY PROJECT GEOTECHNICAL ENGINEER. BACKFILL MATERIAL PER CUSTOMER BEDDING/BACKFILL SPECIFICATION.

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OPTIONAL GEOGRID BI-AXLE ON GRAVEL OR SAND. (TENSARf BX1200 OR BX1200 OR EQUIVALENT) 12.00" MAXIMUM BELOW FINISHED GRADE AT SHALLOWEST POINT. SEE NOTE 1.

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CUDO FILTER MODULE STACK.

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DRAIN INLET OR DOWNSPOUT(S).

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OUTLET PIPE(S), AS REQUIRED.

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CUDO WATER STORAGE SYSTEM.

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ACCESS OPENING(S) W/COVER, POSITION & QUANTITY AS REQUIRED. SEE NOTE 2.

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PAVED OR LANDSCAPE SURFACE, AS REQUIRED.

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INLET CUDO.

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MAINTENANCE ACCESS RISERS AS REQUIRED. SEE NOTE 2.

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NOTES: 1. REFER TO CUDO INSTALLATION DETAILS. REFER TO CUDO INSTALLATION DETAILS. 2. SEE CUDO-0008 FOR TYPICAL MAINTENANCE ACCESS CONFIGURATION. SEE CUDO-0008 FOR TYPICAL MAINTENANCE ACCESS CONFIGURATION.

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GRATED PANELS ON ENTIRE TOP & BOTTOM OF SYSTEM.

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CUDO WITH OPEN (PERFORATED) PLUGS ON EXTERIOR, AS REQUIRED.

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ALL OTHER CUDO ARE "OPEN" INTERNALLY WITH CLOSED OR OPEN (PERFORATED) PANEL/PLUGS ON EXTERIOR AS REQUIRED.

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SHEET 1 OF 1

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DRAWING NO.

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DATE

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JPR 5/2/08

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REV

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ECO

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ECO-0154 ZHD 2/6/18

GLENWOOD ELECTRICAL SUBSTATION

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