S02-FINAL DRAWINGS 2 OF 2.pdf

PDF 44 MB Posted Sep 2, 2022

Attached to: Y1DA--528A8-16-807 REPAIR PARKING LOTS
Solicitation number: 36C24222R0102
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2. The solicitation number is 36C24222R0102 for repair work on parking lots named "Y1DA--528A8-16-807 REPAIR PARKING LOTS." The related file is the final drawing set 2 of 2 as an amendment. The opportunity type is a solicitation for repairing parking lots at a Veterans Affairs facility. No further information is provided on response dates, award amounts, or other contractual requirements.

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Other files

File	Type	Posted
36C24222R0102 0002.docx	DOCX document	Sep 2, 2022
36C24222R0102 0001.docx	DOCX document	Sep 2, 2022
S02-FINAL DRAWINGS 1 of 2.pdf	PDF	Sep 2, 2022
EXHIBIT A - Past Performance Relevancy Questionnaire.docx	DOCX document	Sep 2, 2022
FAR 52.225-2 Buy American Certification.docx	DOCX document	Sep 2, 2022
EXHIBIT C - Past Performance Questionnaire.docx	DOCX document	Sep 2, 2022
Divisional cost break down template.docx	DOCX document	Sep 2, 2022
36C24222R0102_1.docx	DOCX document	Sep 2, 2022
Q and A.docx	DOCX document	Sep 2, 2022
VAAR 819 219 77 VA Notice of Limitation on subcontracting.docx	DOCX document	Sep 2, 2022
VS11-Boring Report-VA.pdf	PDF	Sep 2, 2022
EXHIBIT B - Sample Transmittal Letter for Past Performance Evaluation Questionnaire.docx	DOCX document	Sep 2, 2022
Wage Determinations 8.5.2022.pdf	PDF	Sep 2, 2022
528A8-16-807_Specifications.pdf	PDF	Sep 2, 2022

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16 CALL BOX MOUNTING18 UNDERGROUND HANDHOLE - GRASS AREA

NTS

17 TYPICAL ELECTRICAL/COMMUNICATIONS

TRENCH DETAILNTS

6" M

" M

3'- 0"

'-0 " M

LINE SIDES OF EXCAVATION

WITH MIRAFI HP270 GEOTEXTILE

OR APPROVED EQUIVALENT

PULLBOX

(SEE SPECIFICATION 26 05 33)

FIBERCRETE COVER

GRADE, FEATHER & HAND TAMP

BACKFILL TO CREATE FLUSH

INSTALLATION AND POSITIVE

DRAINAGE AWAY FROM BOX

PREFABRICATED FIBERCRETE

HANDHOLE (PEDESTRIAN RATED)

4" MIN. TOPSOIL OR ASPHALT

PAVING (PER PAVEMENT SECTION)

TO MATCH SURROUNDING SURFACE.

BACKFILL ABOVE BEDDING MATERIAL SHALL BE

COMPACTED TO 95% OF ASTM D698 MAXIMUM

DENSITY UNLESS OTHERWISE NOTED TO BE

COMPACTED IN MAXIMUM 6" LIFTS. IN PAVEMENT

AREAS, BACKFILL MATERIAL SHALL BE TYPE 2

STONE SUBBASE AND SHALL BE COMPACTED TO

95% OF ASTM D1557 MAXIMUM DENSITY, PER

PAVEMENT SECTION.

METALLIC WARNING TAPE WITH

TRACER WIRE (ELECTRIC-RED;

COMMUNICATIONS-ORANGE)

CONDUIT AS

PER LIGHTING

PLAN

BEDDING MATERIAL SHALL BE

CLEAN SAND ENCASEMENT

IN 6" LAYERS COMPACTED TO 95%

OF ASTM D698 MAXIMUM DENSITY

UNLESS OTHERWISE NOTED

Christopher W. Geary PE# 099085

Albany Stratton VAMC Albany, NY 12208

528A8-16-807

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

R K

L IC

ENSED PROFESSIONAL ENG

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO TYPE 2 UTILITY TRENCH PATCH.

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

HOT MIX ASPHALT, PER PAVEMENT SECTION DETAIL

4" [100mm] MINIMUM THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS, OR PER

PAVEMENT SECTION DETAIL, WHICHEVER IS GREATER.

TYPICAL UTILITY TRENCH PATCH23

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ASPHALT

SAW CUT EXISTING.

ASPHALT FULL DEPTH BOTH

SIDES

TACK COAT (TYP.)

EXISTING PAVEMENT

GENERAL NOTES:

1. INTENT OF DETAIL IS TO SHOW WIDTHS AND MATERIAL FOR STANDARD UTILITY TRENCH

OPENINGS AND PATCHES. ANY DETAIL LISTED FOR A SPECIFIC UTILITY SHALL BE UTILIZED IN

CONJUCTION WITH THIS TYPICAL DETAIL.

2. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

3. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE. BACKFILL

COMPACTION SHALL BE PER SECTION 31 20 00 OF THE SPECIFICATIONS.

4. SURFACE REPAIR SHALL BE IN ACCORDANCE WITH THE APPROPRIATE SECTION OF THE

SPECIFICATIONS. ASPHALT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION

32 12 16.

5. ALL DEPTHS SHOWN ARE AFTER BEING FULLY COMPACTED.

STONE SUBBASE

NTS

SOURCE: VA STANDARD DETAIL NOs. SD321216-02, 03 (MODIFIED)

GALVANIZED

STEEL COVER

(H-20 RATED)

PREFABRICATED HEAVY TRAFFIC

HANDHOLE (H-20 RATED)

18"

19 UNDERGROUND HANDHOLE - VEHICULAR AREA

NTS

NOTES:

1. ALL DEPTHS SHOWN ARE AFTER BEING FULLY COMPACTED.

2. MINIMUM ELECTRICAL TRENCH COVER SHALL BE NO LESS THAN 24" (NEC TABLE 300.5

MINIMUM COVER REQUIREMENTS, 0-1000V)

3. WHERE UTILITY IS LOCATED WITHIN AREA OF PAVEMENT, THE CONDUIT SHALL BE A MINIMUM

OF 3' DEEP AND THE WARNING TAPE SHALL BE LOCATED BENEATH ANY SEPARATION FABRIC.

MAINTAIN A 12" MINIMUM SEPARATION BETWEEN CONDUITS AND WARNING TAPE. ADJUST

DEPTH OF CONDUIT AS NECESSARY, TO MAINTAIN MINIMUM DEPTH AND SEPARATION.

MIRAFI RS280i GEOTEXTILE

SEPARATION FABRIC OR

APPROVED EQUAL

20 LIGHT POST DETAIL

NTS

NOTES:

1. 4,000 PSI MIN 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60

REINFORCING STEEL (GALVANIZED)

2. EXPOSED CONCRETE AND GROUT MAY BE STAINED. IF APPLICABLE, COLOR

TYPE IS TO BE SELECTED BY THE COR.

3. RUN TRACER WIRE ATTACHED TO EACH CONDUIT INTO THE POLE BASE.

PROVIDE MACHINE PRINTED CIRCUIT LABELS FOR CIRCUITS.

4. ALL DEPTHS SHOWN ARE AFTER BEING FULLY COMPACTED.

NYSDOT TYPE 2 STONE COMPACTED

TO 95% OF ASTM D698 MAXIMUM

DENSITY UNLESS OTHERWISE

NOTED COMPACTED IN MAX. 6' LIFTS

CAST-IN-PLACE OR PRECAST

CONCRETE FOOTER

1.25" MIN. RGS CONDUIT

(4)GALVANIZED#5x3'-6"

LONG BARS EQUALLY

SPACED

INSTALLATION IN CONCRETE REQUIRES

CONTINUOUS 12" EXPANSION JOINT

MATERIAL ALL AROUND. SEAL WITH

JOINT SEALER PER SPECIFICATIONS. USE

BITUMINOUS SEAL WHEN LOCATED IN AN

ASPHALT PAVED AREA.

SET BASE 30" ABOVE FINISHED GRADE,

WITH A SMOOTH RUB FINISH. 34" CHAMFER

EDGE, UNLESS BASE IS LOCATED IN

PARKING LOTS THEN SET BASE AT 4'

ABOVE FINISHED GRADE.

LIGHT POST BASE TO CONCRETE FOOTER

WITH 4 BOLT ANCHOR BASE.

24" [0.6m]

3" [0.1m]

2.0 0'

[0.

7.0 0'

[1.

0.5

[0.

2m ] 6"±

[0.2m]

GROUNDING ROD 34" DIA. x 10'-0"

LONG, ENCASED IN PVC 2'-0" BELOW

FINISHED GRADE

#3x18" SQUARE TIES WITH 1.5' LAP

(TYP.) ON 20" VERTICAL SPACING

REFER TO

GROUNDING

ROD DETAIL

RGS TO PVC ADAPTER.

UNDERGROUND CONDUIT

SHALL BE PVC

NYSDOT TYPE 1 STONE

COMPACTED TO 95% OF ASTM D698

MAXIMUM DENSITY UNLESS

OTHERWISE NOTED

TRENCH

BACKFILL

TACK COAT (TYP.)

EXISTING PAVEMENT

ASPHALT

SAW CUT EXISTING.

ASPHALT FULL DEPTH

BOTH SIDES

GRANULAR

MATERIAL

> 4'-0" [1219mm]

TYPE 2 UTILITY TRENCH PATCHTYPE 1 UTILITY TRENCH PATCH

NOTES:

1. PULL SUPPLY AND LIGHT WIRING OUT DRILLED HOLE AND INTO CALL BOX VIA KNOCKOUT. ATTACH CALLBOX TO POLE WITH SELF-DRILLING

SCREWS AND NEOPRENE BONDED WASHERS AS SHOWN.

2. USE A NEOPRENE BONDED WASHER.

3. CALL BOX DOOR SHOWN REMOVED FOR CLARITY.

4. DO NOT DRILL HOLES IN THE TOP OR SIDES OF THE CALLBOX.

5. MOUNT SALVAGED CALL BOXES ON LIGHT POLES WHERE SHOWN ON PLANS.

A MIN. 4" SQUARE CORNERED POLE IS TO BE USED

TO ACCOMODATE THIS STANDARD INSTRUCTION

CALL BOX ANTENNA

NEOPRENE-BONDED GALV. STEEL

SEALING WASHER FOR 14" SCREW 4

PLACES SEE NOTES 2 & 3

8" HOLE DRILLED IN POLE FOR SUPPLY &

LIGHT WIRING. INSERT A GROMMET TO

PROTECT WIRING.

1/4 -14 X 1 1/4" LONG HEX WASHER HEAD

STAINLESS STEEL SELF DRILLING SCREW - 4

PLACES (SEE NOTE 1).

RESTORATION - OPEN AREAS22 NTS

MINIMUM 6" OF TOPSOIL

SEEDED

AREA

PIPE

FOR REQUIREMENTS OF SEED MIXTURE

AND APPLICATION SEE SPECIFICATIONS.

IMPORTED BEDDING MATERIAL

PER SPECIFICATIONS PLACED

IN 6" LAYERS AND COMPACTED.

PIPE

SEE NOTE 3

VARIES

LIM

ILL

VARIES

NOTES:

1. THIS RESTORATION WILL BE REQUIRED ON ALL DISTURBED AREAS THAT WILL NOT BE

COVERED WITH SOD OR OTHER SURFACING.

2. ROCKS LARGER THAN 2" CANNOT BE PLACED WITHIN TOPSOIL.

3. BACKFILL ABOVE BEDDING MATERIAL SHALL BE COMPACTED TO (85% TOP 16" AND 90%

BELOW 16") OF OPTIMUM DENSITY AS DETERMINED BY ASTM D698 COMPACTED IN MIN. 6"

LIFTS.

STORMWATER TRENCH DETAIL21 NTS

EXCAVATED

MATERIAL

VERTICAL TRENCH WALLS WITH

SHORING TO CONFORM TO O.S.H.A.

REGULATIONS **

24"

MIN.MIN.

12"

IMPORTED ADDITIONAL

BEDDING MATERIAL WHERE

SOFT OR UNSTABLE MATERIAL

HAS BEEN REMOVED

BACKSLOPE AS SPECIFIED

TO CONFORM TO O.S.H.A.

REGULATIONS **

MIN. TRENCH WIDTH

= 3.5 FT.

TRENCH WIDTH

SUBGRADE OR

GROUND

SURFACE

CURB & GUTTER OR

EXISTING EDGE OF

PAVEMENT

RESTORATION AS

SHOWN ON PLAN

NOTES:

IMPORTED BEDDING MATERIAL PER

SPECIFICATIONS PLACED IN 6"

LAYERS AND COMPACTED

UNDISTURBED SUBGRADE

(TYP.)

6" MIN.

WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A NEAT, VERTICAL LINE A MIN. OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB & GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND

EDGE OF PAVEMENT OR CURB & GUTTER SECTION.

SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, SECTION 1926.652. TRENCH

WALLS SHALL BE IN COMPLIANCE WITH THE CURRENT O.S.H.A. REQUIREMENTS.

NYSDOT TYPE 2 STONE SUBBASE

COMPACTED TO 95% OF ASTM D1557

MAXIMUM DENSITY UNLESS

OTHERWISE NOTED

BINDER COURSE

(SEE PAVEMENT SECTION DETAIL)

TOP COURSE

(SEE PAVEMENT SECTION DETAIL)

BACKFILL ABOVE BEDDING MATERIAL SHALL BE

COMPACTED TO 95% OF ASTM D698 MAXIMUM

DENSITY UNLESS OTHERWISE NOTED TO BE

COMPACTED IN MAXIMUM 6" LIFTS. IN PAVEMENT

AREAS, BACKFILL MATERIAL SHALL BE TYPE 2

STONE SUBBASE AND SHALL BE COMPACTED TO

95% OF ASTM D1557 MAXIMUM DENSITY, PER

PAVEMENT SECTION.

NTS

SOURCE: CALL24WIRELESS

SUBGRADE COMPACTED TO 95% OF

ASTM D698 MAXIMUM DENSITY

UNLESS OTHERWISE NOTED

SUBGRADE COMPACTED TO 95% OF

ASTM D698 MAXIMUM DENSITY

UNLESS OTHERWISE NOTED

AutoCAD SHX Text Design - Repair Parking Lot

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Christopher W. Geary PE# 099085

Albany Stratton VAMC Albany, NY 12208

528A8-16-807

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

25 PRECAST CONCRETE STORM

MANHOLE/CATCH BASIN STRUCTURE

NTS

VARIES

SEE PLANS

PIPE INVERT

PIPE SIZE AND ELEVATION

AS PER PLAN

6" BOTTOM SLAB (MIN.)

(TYP.)

OPENING ECCENTRIC OVER STEPS.

8" THICK OPENING TO BE OFFSET AS

REQUIRED FOR STEPS. DO NOT CAST

FRAME & COVER INTO ROOF OPENING

NON WOVEN

SEPARATION FABRIC

MANHOLE STEPS 12"

O.C.

12" MIN. OF SUBBASE (NYSDOT TYPE 2)

UNDISTURBED/UNEXCAVATED

EARTH

4000 PSI MIN. REINFORCED CONCRETE MANHOLE BY

FORT MILLER CO., OR APPROVED EQUAL. ASPHALT

WATERPROOFING COMPOUND APPLIED TO ENTIRE

EXTERIOR SURFACE STRUCTURE, 3 MIL DFT.

BUTYL ROPE SEALANT BETWEEN PRECAST

CONCRETE SECTIONS (TYP.)

HDPE STORM SEWER PIPE, SEE PLANS FOR SIZE AND

LOCATION. PLACE GASKETED, FLEXIBLE, WATER-TIGHT

NEOPRENE RUBBER BOOT CONNECTOR WITH CORRUGATED

PIPE ADAPTER BY NPC, INC. OR APPROVED EQUAL (TYP.).

KNOCKOUTS ARE PROHIBITED. ALL STRUCTURE PENETRATIONS

SHALL HAVE CAST IN PLACE BOOTS OR MACHINE CORED

HOLES. PIPE SIZE AND ELEVATION AS PER PLAN.

24" MIN (TYP.)

ADJUST MANHOLE FRAME TO GRADE WITH

MIN. 4000 PSI CONCRETE RISER SECTION OR

GRADE RINGS WITH NON-SHRINKING CEMENT

MORTAR (NYSDOT ITEM NO. 705-21). GRADE

RINGS TO BE 3" MIN TO 12" MAX.

CEMENT FILLET AROUND

PERIMETER OF FRAME

HEAVY DUTY FRAME AND COVER LABELED "STORM"

OR HEAVY DUTY FRAME AND GRATE. REFER TO

STRUCTURE TABLE ON PLANS FOR SIZE.

FINISHED GRADE OF CONCRETE

SIDEWALK/ASPHALT PAVEMENT

SUMP DEPTH AND ELEVATION

AS PER PLAN

26 PRECAST CONCRETE CATCH BASIN

STRUCTURE WITH CURB INLET

NTS

24 FLOW RATE CONTROL STRUCTURE WITH BUTTERFLY VALVE

NTS

NOTES:

1. STRUCTURE SHALL BE PRECAST. WEIR WALL SHALL BE CAST IN PLACE AND DOWELED INTO PRECAST BOX. THE

CONTRACTOR MAY SUBMIT AN ALTERNATE ENGINEERED DESIGN FOR EITHER:

A. THE WEIR WALL TO BE PRECAST MONOLITHICALLY WITH THE STRUCTURE WALLS.

B. A PRECAST WEIR WALL TO BE INSTALLED THAT WILL INCLUDE THE CONNECTION TO THE INSIDE OF THE CONTROL

STRUCTURE WALLS.

2. ALL FRP (FIBERGLASS REINFORCED PLASTIC) DOWELS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30 KSI. THE

CONTRACTOR HAS THE OPTION TO PROVIDE ASTM A955 GRADE 60 STAINLESS STEEL DOWELS IN PLACE OF FRP

DOWELS.

3. THE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.

SECTION B - B

5'X'8 BOX WITH MH TOP

TOP OF WEIR WALL

(TOP ELEV.=190.50)

8.0 5'

8" THICK 4,000 PSI CONCRETE

WEIR WALL. IF WEIR WALL IS

NOT CAST AS ONE MONOLITHIC

POUR WITH STRUCTURE, THE

CONTRACTOR SHALL BE SURE

THE JOINTS AT THE WEIR

WALL-INSIDE OF THE

STRUCTURE INTERFACE ARE

WATERTIGHT.

INSIDE OF STRUCTURE

BOUNDARY (TYP.)

BOTTOM OF PRECAST

CONCRETE TOP SLAB

STRUCTURE 102

8" THICK WEIR WALL

" 9"

PROVIDE SIKA HYDROTITE CJ

TYPE WATER STOP OR

APPROVED EQUAL

SLAB TO WALL JOINT

PROVIDE SIKA HYDROTITE CJ

TYPE WATER STOP OR

APPROVED EQUAL

WALL JOINT

SECTION DETAIL

PROVIDE SIKA HYDROTITE

CJ TYPE WATER STOP OR

APPROVED EQUAL

WEIR WALL

(BOTTOM)

BASE SLAB OF INLET

1 PLAN VIEW WEIR WALL JOINT

SIDE WALL

PROVIDE SIKA

HYDROTITE CJ TYPE

WATER STOP OR

APPROVED EQUAL

WEIR WALL

#4 @ 12" OC BENT FRP DOWEL

MATCH HORIZONTAL REINF. OF

WEIR WALL

12" 12"

2 3 4

POUR CONCRETE TO

FORM FLOW CHANNEL

STRUCTURE 102

5'X'8 BOX WITH MH TOP

PLAN VIEW

ADJUST MANHOLE FRAME TO GRADE WITH

MIN. 4000 PSI CONCRETE RISER SECTION OR

GRADE RINGS WITH NON-SHRINKING CEMENT

MORTAR (NYSDOT ITEM NO. 705-21). GRADE

RINGS TO BE 3" MIN TO 12" MAX.

CEMENT FILLET AROUND

PERIMETER OF FRAME

HEAVY DUTY FRAME AND

COVER LABELED "STORM"

FINISHED GRADE OF

ASPHALT PAVEMENT

2" TYP.

#4@12" OC BENT FRP DOWEL.

MATCH VERTICAL REINFORCING

OF WEIR WALL

12" 12"

12"

8" 8"

SECTION A - A

5'X'8 BOX WITH MH TOP

BOTTOM BOX ELEV.=182.45

DETAIL 3 SEE DETAIL

4 @ SIDE WALLS

DETAIL 1

#5 @ 12" OC

W/ CORNER

BARS

#6 @ 9" OC

CENTERED

IN WALL

#6 @ 9" OC

POUR CONCRETE TO

FORM FLOW CHANNEL

#4 DIAG. BARS

AROUND OPENINGS

18" HDPE

INV.=183.05

18" HDPE

INV.=182.95

4" HDPE UNDERDRAIN

INV. 191.86

18" HDPE

INV.=183.05

TRASH

RACK

12" ORIFICE

INV.183.50

4" HDPE UNDERDRAIN

INV. 191.86

18" HDPE

INV.=182.95

18" HDPE TEMPORARY PIPE

INV.=182.95

(PLUG HOLE AFTER REMOVAL)

MANHOLE RIM

(VEHICULAR SAFE)

MANHOLE RIM

(VEHICULAR SAFE)

8" THICK WEIR WALL

TOP ELEV.=190.50

MANHOLE STEPS 12"

O.C. (TYP.)

REFER TO TRASH

RACK DETAIL

12" ORIFICE WITH TRASH

RACK ON UPSTREAM SIDE

OF PIPE (INV.=183.50)

MANHOLE STEPS 12"

O.C. (TYP.)

12" ORIFICE WITH

TRASH RACK ON UPSTREAM

SIDE OF PIPE (INV.=183.50)

ADDITIONAL

#4 BARS @4"

OC EACH SIDE

OF OPENING

18" HDPE

INV.=182.95

8" THICK WEIR WALL

TOP ELEV.=190.50

PRECAST CONCRETE

TOP SLAB

(HS-20 TRAFFIC RATED)

TRASH RACK

#6 @9" OC

#4 @12" OC

#5 @ 12" OC

18" HDPE TEMPORARY PIPE

INV.=182.95

9" THICK SLAB

(4,000 PSI CONCRETE)

8" THICK WALLS

(4,000 PSI CONCRETE)

NEMA 6P PLASTIC JUNCTION BOX

DETAIL 2 AS

NEEDED

REFER TO TRASH

RACK DETAIL

#4 @ 12" OC

CENTERED IN

WEIR WALLREFER TO "ACTUATED

VALVE DETAIL WEIR IN

OUTLET STRUCTURE"

DETAIL

CONCRETE PAD FOR VALVE

NOTES:

1. CONCRETE PAD SHALL BE 2'X2' AND SHALL BE 4,500 PSI.

2. CONCRETE PAD SHALL BE INSTALLED UNDER THE BUTTERFLY VALVE

FOR SUPPORT

#3 BARS (TYP.)

(TIE TO DOWELS)

(4) 1 1/2" FRP DOWELS

BOTTOM OF BOX

A A

3'-8" 8" 3'-8"

1'- 6"

1-8"

REFER TO "PRESSURE

TRANSDUCER" DETAIL

4" HDPE UNDERDRAIN

INV. 191.86

18" HDPE

INV.=183.05

#4 BARS AROUND

OPENINGS (TYP.)

VARIES

SEE PLANS

PIPE INVERT

PIPE SIZE AND ELEVATION

AS PER PLAN

6" BOTTOM SLAB (MIN.)

(TYP.)

OPENING ECCENTRIC OVER STEPS.

HEAVY DUTY TRAFFIC RATED FLAT

PRECAST CONCRETE SLAB (8" THICK)

NON WOVEN

SEPARATION FABRIC

MANHOLE STEPS 12"

O.C.

12" MIN. OF SUBBASE (NYSDOT TYPE 2)

UNDISTURBED/UNEXCAVATED

EARTH

4000 PSI MIN. REINFORCED CONCRETE MANHOLE BY

FORT MILLER CO., OR APPROVED EQUAL. ASPHALT

WATERPROOFING COMPOUND APPLIED TO ENTIRE

EXTERIOR SURFACE STRUCTURE, 3 MIL DFT.

BUTYL ROPE SEALANT BETWEEN PRECAST

CONCRETE SECTIONS (TYP.)

HDPE STORM SEWER PIPE, SEE PLANS FOR SIZE AND

LOCATION. PLACE GASKETED, FLEXIBLE, WATER-TIGHT

NEOPRENE RUBBER BOOT CONNECTOR WITH CORRUGATED

PIPE ADAPTER BY NPC, INC. OR APPROVED EQUAL (TYP.).

KNOCKOUTS ARE PROHIBITED. ALL STRUCTURE PENETRATIONS

SHALL HAVE CAST IN PLACE BOOTS OR MACHINE CORED

HOLES. PIPE SIZE AND ELEVATION AS PER PLAN.

24" MIN (TYP.)

ADJUST MANHOLE FRAME TO GRADE WITH

MIN. 4000 PSI CONCRETE RISER SECTION OR

GRADE RINGS WITH NON-SHRINKING CEMENT

MORTAR (NYSDOT ITEM NO. 705-21). GRADE

RINGS TO BE 3" MIN TO 12" MAX.

CEMENT FILLET AROUND

PERIMETER OF FRAME

HEAVY DUTY INLET FRAME AND GRATE/CURB BOX.

REFER TO PLANS FOR MORE INFORMATION.

FINISHED GRADE OF SIDEWALK/LAWN

SUMP DEPTH AND ELEVATION

AS PER PLAN

CURB BOX TO BE IN LINE WITH CURB

SUBBASE

PAVEMENT

STRUCTURE 102 OUTLET CONTROL STRUCTURE NOTES:

1. THE FLOW CONTROL MECHANISM AND APPURTENANCES TO BE INSTALLED IN THIS STRUCTURE HAVE

BEEN DESIGNED BY OPTIRTC, INC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIAL AND

LABOR COSTS FOR INSTALLATION OF ALL EQUIPMENT, AS SHOWN WITHIN THIS PLAN SET.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BOTH MATERIAL AND LABOR COSTS FOR THE

CONCRETE STRUCTURE, INCLUDING ALL REINFORCEMENT, SLAB, MANHOLE LIDS AND FRAMES, STEPS, WEIR WALL, AND TRASH RACK. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BOTH MATERIAL AND LABOR COSTS FOR THE ELECTRIC FROM THE STRUCTURE TO THE HANDHOLE, FROM THE HANDHOLE TO THE VALVE CONTROL PANEL, ALL CONNECTIONS, AND THE ASSOCIATED BOLLARD.

3. NOTE THAT THE INTENDED USE OF THIS STRUCTURE IS AN OUTLET CONTROL DEVICE WITH A BUTTERFLY VALVE AND ALL APPURTENANCES. ALL ITEMS ASSOCIATED WITH THE VALVE HAVE BEEN DESIGNED BY OTHERS. ASSOCIATED DETAILS OF THE APPURTENANCES CAN BE FOUND WITHIN THIS

PLAN SET. ANY DISCREPANCY WITH THESE PLANS AND THE MANUFACTURER DESIGN, THE

MANUFACTURER DESIGN SHALL GOVERN. THE CONTRACTOR SHALL CONFIRM ANY CHANGES TO

STRUCTURE AND/OR COMPONENTS PRIOR TO ORDERING AND INSTALLING FOR CONFORMANCE WITH

ORIGINAL DESIGN.

4. THE CONTRACTOR IS REQUIRED TO SUBMIT A SHOP DRAWING OF STRUCTURE 102 AND RECEIVE

APPROVAL FROM THE ENGINEER AND COR PRIOR TO ORDERING.

NOTES:

1. COMBINATION INLETS SHALL BE NYSDOT TYPE E WITH TYPE F3 FRAME AND GRATE (GENERAL FOUNDRIES USF 5268 CURB AND GUTTER INLET FRAME (GRATE

CATALOG NO. 6698; HOOD CATALOG NO. 5267) OR APPROVED EQUAL).

2. GRATE INLETS SHALL BE NYSDOT TYPE E WITH TYPE F3 FRAME AND GRATE (GENERAL FOUNDRIES USF 4169 FRAME AND 6698 GRATE OR APPROVED EQUAL).

3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR EACH STRUCTURE PRIOR TO ORDERING

NOTES:

1. MANHOLE LIDS SHALL PROVIDE MINIMUM 24-INCH OPENING AND INCLUDE THE WORDS "STORM" (GENERAL FOUNDRIES USF 266 RING AND RU COVER, OR

APPROVED EQUAL). LIDS SHALL MEET H20 LOADING.

2. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR EACH STRUCTURE FOR APPROVAL PRIOR TO ORDERING.

TRASH RACK INFORMATION

RACK WIDTH I.D. (W) = 18" (22" TOTAL)

RACK HEIGHT I.D. (H) = 18" (20" TOTAL)

RACK DEPTH O.D. (D) = 6"

BAR DIAMETER = 1/2"

BAR CENTERLINE SPACING = 2"

ORIFICE OPENING = 12"

ALUMINUM ROUND BAR

1/2 IN. HOLES FOR

3/8 IN. FASTENERS

4 x 2 IN. FLAT STOCK

(MOUNTED ON 3 SIDES MIN.)

NOTES:

1. ALL MATERIALS TO BE ALUMINUM 6061-T6 ALLOY.

2. WELD ALL INTERSECTIONS.

3. FASTEN TO CONCRETE STRUCTURE WITH 3/8 in. x 3 in. STAINLESS

STEEL CONCRETE WEDGE ANCHORS AT 18 in. MAX. SPACING.

MINIMUM OF (4).

4. OVERALL RACK WIDTH = (W) + 4 INCHES

5. OVERALL RACK HEIGHT = (H) + BAR DIAMETER + 2 INCHES

6. OPTIONAL - 10g STEEL WIRE MESH WITH 1 1/2 in. GRID TO COVER

RACK.

TRASH RACK

SOURCE: EFFLUENT DESIGN &

FABRICATION (MODIFIED)

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528A8-16-807

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

32 OPTI CONTROL PANEL DETAIL POLE MOUNTED (LINE POWER)

NTS

SOURCE: OPTI (MODIFIED)

31 GENERIC DETAIL RAIN GAUGE

NTS

SOURCE: OPTI (MODIFIED)

30 ACTUATED VALVE DETAIL WEIR IN OUTLET STRUCTURE

NTS

SOURCE: OPTI (MODIFIED)

29 ORIFICE CLEARANCE DETAIL

NTS

SOURCE: OPTI (MODIFIED)

27 VALVE STEM MOUNT DETAIL WALL MOUNTED

NTS

SOURCE: OPTI (MODIFIED)

28 PRESSURE TRANSDUCER

NTS

SOURCE: OPTI (MODIFIED)

5 LF VALVE STEM EXTENSION SPECIFIED AND

PROCURED THROUGH OPTI

ACTUATOR SPECIFIED AND PROCURED THROUGH

OPTI

(SEE NOTE 2)

12 IN. BUTTERFLY VALVE SPECIFIED AND

PROCURED THROUGH OPTI, INV. EL. = 183.50

(SEE NOTE 5)

8 IN. FLANGED PIPE SECTION

WITH 18 IN. RUBBER GASKET

SPECIFIED AND PROCURED THROUGH OPTI

(SEE NOTE 6)

VALVE STEM MOUNTS

(SEE VALVE STEM MOUNT DETAIL)

OUTLET INV. EL. = 182.95 FT

OUTLET

MIN 3 FT FLEX. CONDUIT BETWEEN

JUNCTION BOX & ACTUATOR

(SEE NOTES 3 & 4)

RIGID CONDUIT CONNECTION

TO OPTI CONTROL PANEL

(SEE NOTE 3)

IP68 RATED JUNCTION BOX

(SEE NOTE 3)

NOTES:

1. OPTI SPECIFIED EQUIPMENT (TO BE PROCURED THROUGH OPTI):

1.1. ACTUATOR, BUTTERFLY VALVE, AND VALVE STEM EXTENSION (DELIVERED PRE-ASSEMBLED ON PALLET)

1.2. FLANGED PIPE SECTION AND RUBBER GASKET

1.3. POLYWATER FOAM DUCT SEALANT (SENT WITH OPTI CONTROL PANEL)

ALL OTHER EQUIPMENT TO BE PROCURED BY INSTALLATION CONTRACTOR.

2. ACTUATOR TO BE ORIENTED WITH WHEEL FACING AWAY FROM WALL. VALVES SHALL REST ON A POURED CONCRETE PAD (SEE DETAIL 24 ON SHEET CS120, "CONCRETE PAD FOR VALVE" DETAIL).

3. FLEXIBLE CONDUIT SHALL RUN FROM ACTUATOR TO JUNCTION BOX LOCATED IN OUTLET STRUCTURE. ALL CONDUIT ALONG WALL TO BE SECURED WITH #304 SS CLIPS (3' SPACING MAXIMUM). IP68 CORD GRIP REQUIRED FOR CONNECTION BETWEEN CONDUIT AND JUNCTION BOX. ALL CONDUIT CONNECTIONS TO BE IP68 RATED

AND SEALED WITH POLYWATER FOAM DUCT SEALANT.

4. FLEXIBLE CONDUIT SHALL BE 3/4". ACTUATOR CONDUIT PORT IS 34 IN. INTERNAL THREADED. SEE ELECTRICAL DIAGRAM.

5. FLANGE TO VALVE CONNECTION: 12 x 7⁄8 - 9 UNC FLANGE CONNECTOR BOLTS SHALL BE TIGHTENED TO 238-354 LB-IN TORQUE. ALL HARDWARE TO BE #304 SS.

6. FLANGE TO WALL CONNECTION: BOLT CAVITIES TO BE CLEANED OF DEBRIS USING AUTO CLEANING DRILL BIT OR COMPRESSED AIR PRIOR TO ANCHORING. BOLT CAVITIES TO BE FILLED WITH INJECTABLE ADHESIVE ANCHOR (HILTI HIT SERIES EPOXY #2123401 OR EQUIVALENT). BOLTS TO BE EMBEDDED TO MINIMUM DEPTH

SPECIFIED BY MANUFACTURER, 1 IN. CLEARANCE FROM REBAR.

7. TRASH RACK SPECIFIED BY THE ENGINEER OF RECORD TO BE PROCURED BY CONTRACTOR. TRASH RACKS ARE REQUIRED PRIOR TO OPERATION OF THE OPTI

ACTUATED VALVE AND SOFTWARE.

8. HOIST PLATE RATED TO 600 LBS. HOIST PLATE IS ANCHORED TO OUTLET STRUCTURE CEILING ABOVE THE ACTUATOR FOR MAINTENANCE AND REMOVAL OF

ACTUATOR.

TRASH RACK

(SEE NOTE 7)

HOIST PLATE RATED TO 600 LBS (SEE NOTE 8)

WEIR WALL EL. = 190.50 FT

INLET PIPE FROM BASIN

INV. EL. = 183.05 FT FLOW

NOTES:

1. OPTI SPECIFIED EQUIPMENT (TO BE PROCURED THROUGH OPTI):

a. 22 INCH X 18 INCH X 10 INCH NEMA 4X CABINET WITH CELLULAR ANTENNA AND

CHANNEL STRUT MOUNTING CLIPS

b. POLYWATER FOAM DUCT SEALANT (SENT WITH OPTI CONTROL PANEL)

2. GALVANIZED STEEL CHANNEL STRUT TO BE BOLTED TO SUPPORT POLE USING

GALVANIZED STEEL CHANNEL STRUT PIPE CLAMPS. CONTROL PANEL TO BE BOLTED TO

CHANNEL STRUT (CHANNEL STRUT MOUNTING CLIP SHIPPED WITH CONTROL PANEL).

PANEL TO BE MOUNTED MINIMUM 3 FT. FROM GROUND.

3. ALL CONDUIT PENETRATIONS ARE TO BE IP68 RATED AND SEALED WITH POLYWATER

FOAM DUCT SEALANT. SEE ELECTRICAL DIAGRAM FOR CABLE AND CONDUIT

SPECIFICATION.

4. ALL EQUIPMENT TO BE GROUNDED TO CONTROL PANEL GROUNDING LUGS. OPTI

CONTROL PANEL TO BE GROUNDED TO A GROUNDING ROD. (SEE GROUNDING ROD

DETAIL & ELECTRICAL DIAGRAM)

5. ALL ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZE STEEL (RGS) AND

UNDERGROUND CONDUIT SHALL BE PVC.

CONCRETE SLOPED TO SHED

WATER

(3) CONDUITS TO OUTLET

STRUCTURE AND LINE POWER

CONNECTION

2' 0.5

' 4,000 PSI CONCRETE

22 IN. (H) x 18 IN. (W) x 10 IN.

(D) OPTI CONTROL PANEL

SPECIFIED AND PROCURED

THROUGH OPTI (SEE NOTE 1)

CHANNEL STRUT AND PIPE

CLAMP (SEE NOTE 2)

24 IN.

LOW PROFILE CELLULAR

ANTENNA SPECIFIED AND

PROCURED THROUGH OPTI

MIN 8 LF. 4 IN. OD GALVANIZED STEEL

POLE WITH WATER TIGHT CAP

CONDUIT TO RAIN GAUGE

NYSDOT TYPE 1 STONE COMPACTED TO

95% OF ASTM D698 MAXIMUM DENSITY

UNLESS OTHERWISE NOTED

RGS TO PVC ADAPTER.

UNDERGROUND CONDUIT

SHALL BE PVC

(3) 1" CONDUITS TO HANDHOLE FOR

POWER AND CONTROL WIRING

(1) 1" CONDUIT TO RAIN GAUGE

CONCRETE SLOPED TO SHED WATER

1.75" GALVANIZED STEEL POLE

WITH WATER TIGHT CAP

TIPPING BUCKET RAIN

GAUGE

(SEE NOTE 1)

NOTES:

1. MOUNT TIPPING BUCKET RAIN GAUGE PER MANUFACTURERS INSTRUCTIONS.

2. RAIN GAUGE SHOULD BE SITED SUCH THAT SURROUNDING OBJECTS ARE NO CLOSER

THAN TWO TIMES THEIR HEIGHT ABOVE THE GAUGE.

3. ALL CONDUIT PENETRATIONS ARE TO BE IP68 RATED.

SERVICE DROP TO HOUSE

TIPPING BUCKET WIRE

12 IN. DIA

CONDUIT

(TO OPTI CONTROL PANEL)

HOSE CLAMP

2' 6'

4,000 PSI CONCRETE

NYSDOT TYPE 1 STONE

COMPACTED TO 95% OF ASTM D698 MAXIMUM

DENSITY UNLESS OTHERWISE NOTED

28 IN. MIN

FROM CENTERLINE TO

OUTLET SIDE WALL

MIN 5 12 IN. FROM

INVERT FOR FLANGE

SUPPORT

OUTLET STRUCTURE

WALL OR WEIR

12" LOW-FLOW ORIFICE (INV. 183.50)

182.95

FLEXIBLE PIPE STRAPPING

(STAINLESS STEEL)

PERFORATIONS

MAX 1 IN. DIA

MIN 6 IN. DIA.

PVC STILLING WELL

(SEE NOTE 2)

EX. STRUCTURE SIDEWALL

NOTES:

1. OPTI SPECIFIED EQUIPMENT (TO BE PROCURED THROUGH OPTI):

a. WATER LEVEL SENSOR (PRESSURE TRANSDUCER)

b. POLYWATER FOAM DUCT SEALANT (SENT WITH OPTI CONTROL PANEL)

ALL OTHER EQUIPMENT TO BE PROCURED BY INSTALLATION CONTRACTOR.

2. WATER LEVEL SENSOR TO REST WITHIN PVC STILLING WELL. SENSOR TO REST AT

BOTTOM OF FACILITY OR AT SPECIFIED MINIMUM ELEVATION.

3. BOTTOM OF JUNCTION BOX TO BE MOUNTED AT LEAST 4 IN. ABOVE OVERFLOW

ELEVATION.

4. PENETRATIONS INTO ALL EQUIPMENT AND CONNECTIONS WITHIN JUNCTION BOXES

SHALL BE IP68 RATED AND SEALED WITH POLYWATER FOAM DUCT SEALANT. SEE

ELECTRICAL DIAGRAM FOR CABLE AND CONDUIT SPECIFICATION.

5. CONDUIT SECURED ON WALL WITH STAINLESS STEEL CLIPS (3' MAX SPACING). PVC

STILLING WELL TO BE SECURED WITH STAINLESS STEEL PIPE STRAPPING (24 IN. MAX

SPACING).

6. PRESSURE REFERENCE DEVICE TO BE LOCATED IN OPTI CONTROL PANEL. DO NOT

SPLICE WATER LEVEL SENSOR CABLE.

7. MINIMUM 1 FOOT SPARE CABLING TO BE NEATLY COILED IN CONTROL PANEL FOR

FUTURE MAINTENANCE OR SYSTEM MODIFICATIONS.

OVERFLOW ELEVATION 190.5 FT

(SEE NOTE 3)

WATER LEVEL SENSOR

SPECIFIED AND PROCURED

THROUGH OPTI

(SEE NOTES 1 & 2)

CABLE AND CONDUIT CONNECTION TO IP68

JUNCTION BOX (SEE NOTES 3, 4 & 5)

FACILITY BOTTOM OR SPECIFIED

MINIMUM ELEVATION

PROFILE VIEW PLAN VIEW

NOTES:

1. OPTI SPECIFIED EQUIPMENT (TO BE PROCURED THROUGH OPTI):

a. VALVE STEM EXTENSION (DELIVERED WITH VALVE)

b. 12" x 1 5 8 IN. STRUT CHANNEL

c. 18" x 12 IN. ANCHOR RODS (2 PER STRUT)

d. STRUT-MOUNT ROUTING CLAMPS (2 PER STRUT)

2. ALL BRACKET MATERIALS MUST BE #304 STAINLESS STEEL.

3. MINIMUM SPACING: 1 VALVE STEM MOUNT FOR STEM LENGTH BELOW 3 FEET. ADD

VALVE STEM MOUNTS PER ADDITIONAL 3 FEET OF STEM LENGTH (MIN 2 VALVE STEM

MOUNTS REQUIRED).

4. 1

2 IN. ANCHOR ROD TO BE SET USING INJECTABLE ADHESIVE ANCHOR WITH AUTO

CLEANING DRILL BIT OR CLEAN HOLE THOROUGHLY WITH COMPRESSED AIR. USE

QUIKRETE HIGH STRENGTH ANCHORING EPOXY (PRODUCT #8620-31) OR APPROVED

EQUIVALENT. ROD SET IN CONCRETE MIN 3 IN..

STRUT-MOUNT ROUTING CLAMP

(MUST FIT TIGHT TO STEM)

VALVE STEM EXTENSION

SPECIFIED AND PROCURED

THROUGH OPTI

CUT TO LENGTH TO PLUM VALVE STEM EXTENSION

1 5 8 IN. STRUT CHANNEL

SPECIFIED AND PROCURED

THROUGH OPTI

OUTLET STRUCTURE WALL OR

WEIR WALL

2 IN. ANCHOR ROD

3 FT O.C.

(SEE NOTE 3)

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528A8-16-807

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

34 ELECTRICAL DIAGRAM

NTS

SOURCE: OPTI (MODIFIED)

ELECTRICAL INSTALLATION NOTES

1. DETERMINE IF THERE ARE UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO EXCAVATION, BY CALLING DIG SAFE AT LEAST 48 HOURS PRIOR TO STARTING WORK.

CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO UNDERGROUND UTILITIES CAUSED BY TRENCHING OR EXCAVATION.

2. INSTALLATION OF THE CONTROL PANEL AND ASSOCIATED COMPONENTS (E.G., CABLING, CONDUIT, SENSORS) MUST BE PERFORMED BY A LICENSED ELECTRICIAN.

ELECTRICIAN SHALL BE RESPONSIBLE FOR ENSURING THAT THE CONTROL PANEL AND ASSOCIATED COMPONENTS ARE PROPERLY CONNECTED TO THE LINE POWER

SOURCE AND THAT CONDUIT AND CABLING IS SIZED AND INSTALLED PER THE NEC.

3. ALL CONDUCTORS SHALL BE IDENTIFIED AT EACH END (LABELED OR COLOR CODED) AND THE IDENTIFIED CONDUCTORS DOCUMENTED IN THE SITE LAYOUT MAP.

4. PENETRATIONS INTO CONTROL PANEL MUST BE IP68 RATED (NO WATER SHALL PENETRATE ANY SEALS). SUBSURFACE TERMINATIONS SHALL BE SEALED WITH

POLYWATER CLOSED-CELL FOAM DUCT SEALANT (PROCURED THROUGH OPTI WITH CONTROL PANEL).

5. ALL BURIED CONDUIT RUNS SHALL BE PER THE LIGHTING PLAN. BURIED CONDUIT SHALL BE INSTALLED PER THE ELECTRICAL TRENCH DETAIL.

6. LEAVE A MINIMUM OF 1 FOOT SPARE CABLING NEATLY COILED IN CONTROL PANEL FOR FUTURE MAINTENANCE OR SYSTEM MODIFICATIONS.

7. LEAVE A MINIMUM 3 FEET LOOP OF FLEXIBLE CONDUIT IN OUTLET STRUCTURE FOR EASE OF FUTURE MAINTENANCE. FLEXIBLE CONDUIT SHALL RUN FROM ACTUATOR

TO JUNCTION BOX LOCATED IN OUTLET STRUCTURE. RIGID CONDUIT SHALL RUN FROM JUNCTION BOX TO OPTI CONTROL PANEL.

8. ALL SUBMERGED/SATURATED METAL HARDWARE SHALL BE STAINLESS STEEL. GALVANIZED STEEL MAY BE USED ABOVEGROUND OR IN DRY LOCATIONS.

9. CONNECT ALL EQUIPMENT GROUNDING CONDUCTORS TO THE OPTI CONTROL PANEL GROUNDING LUGS. GROUND THE OPTI CONTROL PANEL TO A GROUNDING ROD, GALVANIZED STEEL POLE, OR A CONCRETE-ENCASED GROUNDING ELECTRODE.

10. AFTER INSTALLATION, COMPLETE CONTRACTOR INSTALLATION CHECKLIST PROVIDED BY OPTI AND PROVIDE PHOTOS OF ALL INSTALLED EQUIPMENT. SEND SIGNED

CHECKLIST AND PHOTOS TO OPTI AND COR.

11. PRESSURE REFERENCE DEVICE (COMPONENT OF LEVEL SENSOR AT CABLE TERMINATION) TO BE LOCATED IN OPTI CONTROL PANEL.

12. ALL CONDUCTORS THAT ARE GOING THROUGH THE HANDHOLE E-26 ON SHEET CS116 SHALL BE UNSPLICED.

13. OPTI WILL INSPECT INSTALLED COMPONENTS PRIOR TO ENERGIZING THE SYSTEM. FINAL COMPLETION SHALL BE REACHED WHEN:

(1) CONSTRUCTION OF THE SYSTEM PER THE PLANS IS COMPLETE;

(2) THE ENGINEER OF RECORD HAS COMPLETED FINAL INSPECTION OF WORK AND ALL NOTED DEFICIENCIES HAVE BEEN CORRECTED TO THE SATISFACTION OF THE

ENGINEER OF RECORD, OPTI, AND THE COR; AND

(3) AN AS-BUILT SKETCH HAS BEEN PROVIDED OF ALL INSTALLED COMPONENTS IF FINAL INSTALL LOCATIONS HAVE VARIED FROM PLANSET.

120VAC WIRING GUIDE - V 2.0.4

CONTROL PANEL

TERMINAL

EXTERNAL DEVICE

TERMINAL

WIRE COLOR/CABLE LOCATION PURPOSE PROCURED BY

LINE POWER CONNECTION

L1 ------------------- ------------------- 120VAC HOT, LINE POWER ------------------

N ------------------- ------------------- NEUTRAL, LINE POWER ------------------

GROUNDING NUT ------------------- ------------------- GROUND, LINE POWER ------------------

ACTUATOR - ROTORK IQT SERIES 393M2000

4 2 3 CONDUCTOR CABLE 120VAC HOT, ACTUATOR POWER INSTALLER

N 3 3 CONDUCTOR CABLE NEUTRAL, ACTUATOR POWER INSTALLER

GROUND LUG GND SYMBOL 3 CONDUCTOR CABLE GROUND, ACTUATOR POWER INSTALLER

5 26 4 CONDUCTOR CABLE VALVE POSITION COMMAND SIGNAL (+) INSTALLER

7 27 4 CONDUCTOR CABLE VALVE POSITION COMMAND SIGNAL (-) INSTALLER

10 22 4 CONDUCTOR CABLE VALVE POSITION CONFIRMATION SIGNAL (+) INSTALLER

2 23 4 CONDUCTOR CABLE VALVE POSITION CONFIRMATION SIGNAL (-) INSTALLER

A + 32 2 CONDUCTOR CABLE, SHIELDED TWISTED PAIR RS485 DATA (+) INSTALLER

B - 28 2 CONDUCTOR CABLE, SHIELDED TWISTED PAIR RS485 DATA (-) INSTALLER

PRESSURE TRANSDUCER (4-20mA) - PMC VL2000 SERIES

1 ------------------- RED (+), PMC PRESSURE TRANSDUCER, POWER OPTI

17 ------------------- BLACK (-), PMC PRESSURE TRANSDUCER, SIGNAL OPTI

S1 ------------------- GREEN (GND), PMC PRESSURE TRANSDUCER, GROUNDING OPTI

RAIN GAUGE - DAVIS

16 ------------------- RED RAIN GAUGE SWITCH OPTI

20 ------------------- GREEN RAIN GAUGE SWITCH OPTI

120VAC

LINE

POWER

SOURCE

3 CONDUCTORS

· HOT [L1]

· NEUTRAL [N]

· GROUND

6 CONDUCTORS

4 CONDUCTOR CABLE

· VALVE POSITION COMMAND (+) [5]

· VALVE POSITION COMMAND (-) [7]

· VALVE POSITION CONFIRMATION (+) [10]

· VALVE POSITION CONFIRMATION (-) [2]

2 CONDUCTOR CABLE SHIELDED TWISTED PAIR

· RS485 DATA (+) [A]

· RS485 DATA (-) [B]

[(4)#12 + (2)RS485 DATA CONTROL WIRE; 1" C PVC]

OPTI

CONTROL

PANEL

CELLULAR ANTENNA

RG174 COAXIAL CABLE

PANEL GROUND

CONDUCTOR NAME / CONDUCTOR COUNT IN CONDUIT

SUGGESTED # OF CONDUCTORS PER CABLE

· CONDUCTOR FUNCTION (+/-) [TERMINAL]

KEY:

RIGID CONDUIT (TYP)

FLEXIBLE CONDUIT

3 CONDUCTORS

FEP SENSOR CABLE - PROVIDED BY OPTI

· SENSOR PWR (+) [1]

· SENSOR SIGNAL (-) [17]

· SENSOR GROUND [S1]

[(3) MANUFACTURED CABLES; 1" C PVC]

3 CONDUCTORS

POWER CABLE

· ACTUATOR PWR (HOT) [4]

· ACTUATOR PWR (NEU) [N]

· ACTUATOR PWR (GND)

[(1)#10 + (1)#10N + (1)#10GRD; 1" C PVC]

VALVE

ACTUATOR

PRESSURE

TRANSDUCER

JUNCTION

BOX

2 CONDUCTORS

· SENSOR SIGNAL

RAIN

GAUGE

JUNCTION BOX IS

LOCATED IN

STRUCTURE 102

MANUFACTURED 3/4"

FLEXIBLE CONDUIT FROM

JUNCTION BOX TO THE

VALVE ACTUATOR

FRONT VIEW SIDE VIEW

NOTES:

1. THE GROUNDING ROD MUST BE AT MINIMUM: COPPER COATED, 4 FEET IN LENGTH, AND 1/2 INCH IN

DIAMETER

2. THE GROUNDING ROD CLAMP WILL BE CLAMP STYLE, COPPER COATED, AND SIZED FOR THE

GROUNDING CABLE.

3. THE GROUNDING CABLE MUST BE SOLID COPPER, #8 AWG, AND LANDED AT THE GROUNDING ROD

CLAMP SECURELY AND LANDED IN THE CONTROL PANEL'S GROUNDING CABLE CLAMP.

4. ALL ENTRIES INTO THE CONTROL PANEL (INCLUDING THE GROUNDING CABLE) MUST BE

WATER-TIGHT AND SEALED.

5. THE GROUNDING ROD WILL BE SET AT LEAST 3 FEET BELOW THE SURFACE OF THE SOIL, UNLESS

OTHERWISE NOTED. AT A MAXIMUM, ONLY 6 INCHES OF ROD WILL BE EXPOSED ABOVE GROUND.

SOLID COPPER

GROUNDING CABLE

COPPER COATED

GROUNDING ROD CLAMP

COPPER COATED

GROUNDING ROD

33 GROUNDING ROD

NTS

SOURCE: OPTI (MODIFIED)

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44 chambers 8 end caps

104 chambers 8 end caps

164 chambers 8 end caps

130 chambers 10 end caps

MC4500 CHAMBERS (104)

& END CAPS (8) EDGE OF STONE BED (AASHTO 3)

BOTTOM STONE ELEV.=184.00

AREA=19,350 SQ.FT.

479.5' [146.2m]

.1'

[11 .6m

6" PERFORATED UNDERDRAIN

(SET FLAT AT BOTTOM OF STONE BED)

INV. 184.00

MC4500 CHAMBERS (164)

& END CAPS (8)

MC4500 CHAMBERS (130)

& END CAPS (10)

24" PIPE STUB TO

ISOLATOR ROW

INV.=186.19

18" INLET MANIFOLD

WITH TWO (2) 18" PIPE STUBS

INV.=188.45 (TYP.)

SUBSURFACE DETENTION BASIN

MC4500 CHAMBERS (442) & END CAPS (34)

(OR APPROVED EQUAL) INV.=186.00

.2'

[14 .4m

119.8' [36.5m]

24" PIPE STUB TO

ISOLATOR ROW

INV.=186.19

24" PIPE STUB TO

ISOLATOR ROW

INV.=186.19

24" PIPE STUB TO

ISOLATOR ROW

INV.=186.19

24" PIPE STUB TO

ISOLATOR ROW

INV.=186.19

ISOLATOR ROW

(SEE DETAIL)

SCOUR PROTECTION, ADS 315W GEOTEXTILE (OR

APPROVED EQUAL) LOCATED AT ALL INLET/OUTLET

PIPE STUBS, MIN 14.5 FT IN LENGTH FROM OPENING

18" OUTLET MANIFOLD WITH

THREE (3) 18" PIPE STUBS

INV.=188.45 (TYP.)

24" INLET MANIFOLD WITH

THREE (3) 24" PIPE STUBS

INV.=187.92 (TYP.)

24" INLET MANIFOLD WITH

THREE (3) 24" PIPE STUBS

INV.=187.92 (TYP.)

18" INLET MANIFOLD

WITH TWO (2) 18" PIPE STUBS

INV.=188.45 (TYP.)

W ISOLATOR ROW

(SEE DETAIL)ISOLATOR ROW

(SEE DETAIL)

ISOLATOR ROW

(SEE DETAIL)

NYSDOT, TYPE E 3'x4' INLET

(TYP.)

INSPECTION

PORT

INSPECTION

PORT

INSPECTION

PORT

INSPECTION

PORT

6" PERFORATED

HDPE UNDERDRAIN

6" PERFORATED

HDPE UNDERDRAIN

Christopher W. Geary PE# 099085

Albany Stratton VAMC Albany, NY 12208

528A8-16-807

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

CONCRETE SLAB

8" (200 mm) MIN THICKNESS

* THE PART# 2712AG6IPKIT

CAN BE USED TO ORDER ALL

NECESSARY COMPONENTS FOR

A SOLID LID INSPECTION PORT

INSTALLATION

MC-4500 CHAMBER

6" (150 mm) SDR35 PIPE

12" (300 mm) NYLOPLAST INLINE DRAIN

BODY W/SOLID HINGED COVER OR GRATE

PART# 2712AG6IP

SOLID COVER: 1299CGC

CONCRETE COLLAR

(DEPTH=8 IN.; 4,000 PSI)

PAVEMENT

6" (150 mm) INSERTA TEE

PART# 6P26FBSTIP*

INSERTA TEE TO BE CENTERED IN

VALLEY OF CORRUGATIONS

36 MC-4500 6" (150 mm) INSPECTION PORT DETAIL

40"

14"

SEAL LINER PENETRATION

WITH SOLVENT WELD

NTS

SOURCE: ADVANCED DRAINAGE SYSTEMS (MODIFIED)

35 MC-4500 END CAP INSERTION DETAIL

STORMWATER CHAMBER NOTES

1. CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A

PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.

2. THE CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S CONSTRUCTION GUIDELINES.

3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS.

RECOMMENDED 3 BACKFILL METHODS:

· STONESHOOTER LOCATED OFF THE CHAMBER BED.

· BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.

· BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.

4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.

5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.

6. MAINTAIN MINIMUM 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS.

7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.

8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE

AASHTO M43 DESIGNATION OF #3.

9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE.

STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS.

10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND

PRESERVE ROW SPACING.

11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING

CAPACITIES TO THE SITE DESIGN ENGINEER.

12. THE USE OF EQUIPMENT OVER CHAMBERS IS LIMITED:

· NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.

· NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS

ARE REACHED IN ACCORDANCE WITH THE MANUFACTURER CONSTRUCTION GUIDELINES.

· WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

CONSTRUCTION GUIDELINES.

13. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK

TRAVEL OR DUMPING.

USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD

ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY.

CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS

FOR CONSTRUCTION EQUIPMENT.

STORMWATER CHAMBER SPECIFICATIONS

1. CHAMBERS SHALL BE STORMTECH MC-4500 (OR APPROVED EQUAL).

2. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT

PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.

3. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE

PRESENCES.

4. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16, "STANDARD SPECIFICATION FOR

POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

5. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER

COLLECTION CHAMBERS".

6. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL

BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE:

a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE

LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.

b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 MUST BE USED AS PART OF

THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.

c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.

8. CUSTOM INVERT LOCATIONS CORED IN THE FIELD ON THE CHAMBER END CAPS ARE NOT PERMITTED. THE CONTRACTOR SHALL UTILIZE MOLDED THERMOPLASTIC END CAPS HAVING INTEGRAL PIPE STUBS PROVIDED BY

THE MANUFACTURER.

12" MIN. OF EMBEDMENT STONE (AASHTO 3)

ABOVE CHAMBERS (TYP.)

9" MIN 24" OF FOUNDATION STONE (AASHTO 3)

BELOW CHAMBERS (TYP.)

IMPERVIOUS LINER (30 MIL PVC)

WITH LAYER OF NONWOVEN FILTER FABRIC

(ADS 801T OR APPROVED EQUAL) ON BOTH

SIDES OF LINER ON ALL SIDES OF BASIN.

MC-4500

END CAP

(TYP.)

6" PERFORATED

HDPE UNDERDRAIN

INV.=184.00

BOTTOM STONE ELEV.=184.00

BOTTOM CHAMBER ELEV.=186.00

TOP STONE ELEV.=192.00

TOP CHAMBER ELEV.=191.00

REINFORCED FILL MATERIAL PER SPECIFICATION

FROM TOP OF LINER TO PAVEMENT SUBBASE

(REFER TO PAVEMENT SECTION)

REFER TO PLANS FOR

LOCATION AND NUMBER

OF CHAMBER ROWS

ISOLATOR ROW WITH WOVEN

STABILIZATION FABRIC (REFER

TO ISOLATOR ROW DETAIL)

UNDISTURBED SUBGRADE SOILS

(ANY SOILS DEEMED TO BE UNSUITABLE

SHALL BE REMOVED AND REPLACED PER

GEOTECHNICAL ENGINEERS DIRECTION)

37 SUBSURFACE BASIN CROSS SECTION

38 SUBSURFACE BASIN LAYOUT

BASIN LAYOUT

442 STORMTECH MC-4500 CHAMBERS

34 STORMTECH MC-4500 END CAPS

12 STONE ABOVE CHAMBERS (INCHES)

24 STONE BELOW CHAMBERS (INCHES)

40 STONE VOIDS (PERCENT)

70,720 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)

16,729 SYSTEM AREA (SF)

965 SYSTEM PERIMETER (FT)

BASIN ELEVATIONS

198.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT)

193.00 MINIMUM BASE OF FLEXIBLE PAVEMENT

192.00 TOP OF STONE

191.00 TOP OF MC-4500 CHAMBER

188.45 18" TOP MANIFOLD INVERT

187.92 24" TOP MANIFOLD INVERT

186.19 24" ISOLATOR ROW CONNECTION INVERT

186.00 BOTTOM OF MC-4500 CHAMBER

184.00 6" UNDERDRAIN INVERT

184.00 BOTTOM OF STONE

IMPERVIOUS LINER (30 MIL PVC)

WITH LAYER OF NONWOVEN FILTER FABRIC

(ADS 801T OR APPROVED EQUAL) ON BOTH

SIDES OF LINER ON ALL SIDES OF BASIN.

NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL

FOR A PROPER FIT IN END CAP OPENING.

12" (300 mm)

MIN SEPARATION

12" (300 mm) MIN INSERTION

12" (300 mm)

MIN SEPARATION

12" (300 mm)

MIN INSERTION

MANIFOLD HEADER

MANIFOLD STUB

(ISOLATOR ROW)

STORMTECH MC-4500

END CAPS

MANIFOLD HEADER

MANIFOLD STUB

COVER ALL PIPE CONNECTIONS TO END CAPS WITH

ADS GEOSYNTHETICS 801T (OR APPROVED EQUAL)

NON-WOVEN GEOTEXTILE. IF PRE-CORED AND STUBBED

END CAPS ARE INSTALLED PIPE COVER IS NOT NECESSARY.

COVER ALL PIPE CONNECTIONS TO END CAPS WITH

ADS GEOSYNTHETICS 801T (OR APPROVED EQUAL)

NON-WOVEN GEOTEXTILE. IF PRE-CORED AND STUBBED

END CAPS ARE INSTALLED PIPE COVER IS NOT NECESSARY.

BASIN LINER NOTES

1. BASIN SHALL BE COMPLETELY WRAPPED WITH IMPERVIOUS LINER (30 MIL PVC) ON TOP, BOTTOM AND ALL SIDES.

THERE SHALL BE A LAYER OF NONWOVEN FILTER FABRIC (ADS 801T OR APPROVED EQUAL) ON BOTH SIDES OF

THE LINER ON ALL SIDES OF THE BASIN.

2. ALL SEAMS SHALL BE SEALED WITH A SOLVENT WELD. ALL PENETRATIONS, INCLUDING PIPES AND INSPECTION

PORTS SHALL BE SOLVENT WELDED AND UTILIZE A PIPE BOOT.

NTS

SOURCE: ADVANCED DRAINAGE SYSTEMS (MODIFIED)

NTS

SOURCE: ADVANCED DRAINAGE SYSTEMS (MODIFIED)

NTS

SOURCE: ADVANCED DRAINAGE SYSTEMS (MODIFIED)

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528A8-16-807

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

SECTION A-A

STORMTECH CHAMBER (REFER TO PLAN FOR LAYOUT)

STORMTECH END CAP (REFER TO PLAN FOR LAYOUT)

MANIFOLD (REFER TO PLAN FOR LAYOUT)

ADS GEOSYNTHETICS 801T

NON-WOVEN GEOTEXTILE

(OR APPROVED EQUAL)

STORMTECH CHAMBER

DUAL WALL

PERFORATED

HDPE UNDERDRAIN

6" (150 mm) PERFORATED HDPE

42 BASIN UNDERDRAIN DETAIL

FOUNDATION STONE

BENEATH CHAMBERS

NTS

SOURCE: ADVANCED DRAINAGE SYSTEMS (MODIFIED) PART # STUB B C

MC4500REPE18TC

18" (450 mm) 29.36" (746 mm) ---MC4500REPE18TW

MC4500REPE18BC --- 1.97" (50 mm)

MC4500REPE18BW

MC4500REPE24TC

24" (600 mm) 23.05" (585 mm) ---MC4500REPE24TW

MC4500REPE24BC --- 2.26" (57 mm)

MC4500REPE24BW

NOTE: ALL DIMENSIONS ARE NOMINAL

NOMINAL CHAMBER SPECIFICATIONS

SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm) CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m³) MINIMUM INSTALLED STORAGE* 162.6 CUBIC FEET (4.60 m³) WEIGHT 130.0 lbs. (59.0 kg)

NOMINAL END CAP SPECIFICATIONS

SIZE (W X H X INSTALLED LENGTH) 90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm) END CAP STORAGE 35.7 CUBIC FEET (1.01 m³) MINIMUM INSTALLED STORAGE* 108.7 CUBIC FEET (3.08 m³) WEIGHT 135.0 lbs. (61.2 kg)

*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.

STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"

STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"

END CAPS WITH A WELDED CROWN PLATE END WITH "C"

END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"

52.0" (1321 mm)

48.3" (1227 mm)

INSTALLED

60.0" (1524 mm)

100.0" (2540 mm) 90.2" (2291 mm)

59.4" (1509 mm)

30.7" (781 mm)

INSTALLED

35.1" (891 mm)

BUILD ROW IN THIS DIRECTION

FOOT

UPPER JOINT

CORRUGATION

WEB

CREST

STIFFENING RIB

VALLEY

STIFFENING RIB

LOWER JOINT CORR.

41 MC-4500 CHAMBER SPECIFICATIONS

NTS

SOURCE: ADVANCED DRAINAGE SYSTEMS (MODIFIED)

ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS

NOTES:

1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED AND ANGULAR.

2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.

NOTES:

1. MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".

2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION

CHAMBERS".

3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.

4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF

LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.

5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.

MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL

CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT

FINAL FILL: FILL MATERIAL FOR LAYER 'D'

STARTS FROM THE TOP OF THE 'C' LAYER TO THE

BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED

FINISHED GRADE ABOVE. NOTE THAT PAVEMENT

SUBBASE MAY BE PART OF THE 'D' LAYER

SUITABLE FILL MATERIAL MEETING THE REQUIREMENTS OF

THE SPECIFICATIONS. REFER TO PLANS FOR PAVEMENT

SUBGRADE AND SUBBASE REQUIREMENTS.

N/A

PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED

INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND

PREPARATION REQUIREMENTS.

INITIAL…

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