Attachment_B__Drawings.pdf

PDF 13 MB Posted Apr 3, 2024

Attached to: Replace Lift Station, Mount Rainier National Park
Solicitation number: 140P8324R0008
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · Apr 3, 2024

This document appears to be Attachment B - Drawings related to the federal contract opportunity to Replace the Lift Station at the Longmire Visitor Center in Mount Rainier National Park.

The drawings provide details on the construction and specifications for the wastewater lift station rehabilitation project. The drawings include site plans, floor plans, sections, elevations, and mechanical details for the lift station equipment and infrastructure. Key components depicted include the lift station structure, electrical systems, piping, and associated site improvements. The drawings provide the technical design and engineering information required for offerors to prepare proposals to complete the lift station replacement work.

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Other files

File	Type	Posted
Attachment_F_site_visit_discussion_notes_140P8324R0008_0001.pdf	PDF	Apr 29, 2024
Sol_140P8324R0008_Amd_0001.pdf	PDF	Apr 29, 2024
Attachment_E_Form_4_Limitations_on_Subcontracting_Worksheet.xlsx	XLSX spreadsheet	Apr 3, 2024
Sol_140P8324R0008.pdf	PDF	Apr 3, 2024
Attachment_C_DOL_Wage_Determination.pdf	PDF	Apr 3, 2024
Attachment_D_Forms_to_Return_with_Proposal.docx	DOCX document	Apr 3, 2024
Attachment_A_Specifications.pdf	PDF	Apr 3, 2024

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SHEET INDEX

PAGE NO. SHEET NO. SHEET TITLE

GENERAL

1 G0 COVER SHEET

2 G1 GENERAL NOTES & LEGEND

3 G2 DESIGN CRITERIA

4 G3 SURVEY CONTROL

CIVIL

5 C1 EXISTING SITE & DEMOLITION PLAN

6 C2 SITE PLAN

7 D1 LIFT STATION DETAILS

8 D2 LIFT STATION DETAILS

9 D3 LIFT STATION DETAILS

10 D4 LIFT STATION DETAILS

ELECTRICAL

11 E1 ELECTRICAL COVER SHEET

12 E2 SITE ELECTRICAL PLAN

13 E3 ELECTRICAL DETAILS

14 E4 CONTROL PANEL PT A

15 E5 CONTROL PANEL PT B

16 E6 CONTROL PANEL PT C

7-8-2022

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PACIFIC

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DEWEY

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MEMORIAL V.C.

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HENRY M. JACKSON

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POINT

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SUNSHINE

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MUSEUM

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LONGMIRE

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ENTRANCE

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NISQUALLY

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GEORGE

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KNOB

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GOBBLER'S

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HEADQUARTERS (ASHFORD)

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TO TAHOMA WOODS, PARK

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ROCK

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COUGAR

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ROAD

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SIDE

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WEST

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LONGMIRE

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VISTA

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TAHOMA

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ANDREWS

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ST.

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HENRY'S

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INDIAN

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TO PORTLAND

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SNOW

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STEVEN'S CANYON ROAD

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BENCH

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REFLECTION

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LAKES

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LOUISE

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LEWIS COUNTY

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PIERCE COUNTY

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PARADISE

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GLACIER

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NISQUALLY

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GLACIER

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OHANAPECOSH

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ENTRANCE

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CANYON

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STEVENS

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THREE

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TRAIL

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CREST

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SHRINER

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PEAK

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OLIVER

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CRESCENT LAKE

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GOLDEN

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LAKES

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PUYALLUP

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GLACIER

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GLACIER

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MOWICH

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NORTH

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LAKE

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MOWICH

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GLACIER

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RUSSELL

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GLACIER

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CARBON

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ENTRANCE

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RIVER

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CARBON

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EUNICE

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TOLMIE

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PEAK

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GREEN

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LAKE

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IPSUT CREEK

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MEMORIAL

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SUNRISE

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EMMONS

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FRYINGPAN

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MOUNT RAINIER

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14,410 FEET

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GLACIER

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GLACIER

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GLACIERS

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SARVENT

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GLACIER

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WINTHROP

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RIVER

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WHITE

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FREMONT

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WHITE RIVER

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ENTRANCE

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LAKE

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CLOVER

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MATHER

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JAMES

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LAKE

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LAKE ETHEL

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MARJORIE LAKE

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ADELAIDE LAKE

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MT.

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ELEANOR

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LAKE

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HUCKLEBERRY

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CREEK

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PKWY.

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& SEATTLE, WASH.

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TO ENUMCLAW

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LAKE

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HQ.

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YAKIMA

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ASHFORD

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MERWIN LAKE

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YALE LAKE

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OREGON

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WASH.

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SILVER LAKE

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CHEHALIS

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CENTRALIA

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LAKE

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RIFFE

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MORTON

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ELBE

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YAKIMA INDIAN

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RESERVATION

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LONGMIRE

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PACKWOOD

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LAKE

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RIMROCK

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CLIFFDALE

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NATIONAL PARK

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MOUNT RAINIER

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VILLE

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EATON

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OLYMPIA

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PUYALLUP

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TACOMA

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BREMERTON

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SEATTLE

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LAKE

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ENUMCLAW

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BELLEVUE

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KACHESS

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COLUMBIA R.

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SCALE OF MILES

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RESTAURANT

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GROCERIES

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FIRE LOOKOUT

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LODGING

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CAMPGROUND

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HQ.

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AMPHITHEATER

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RANGER STATION

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PICNIC AREA

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INFORMATION CENTER

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VISITOR CENTER

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PARK HEADQUARTERS

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LEGEND

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PAVED ROAD

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UNPAVED ROAD

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CREEK

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TRAIL

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PARK BOUNDARY

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COUNTY LINE

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MOUNT RAINIER NATIONAL PARK

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SCALE OF MILES

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SCALE OF KILOMETERS

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BASIC DATA:

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PROJECT LOCATION

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LONGMIRE

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MOUNT RAINIER NP, LONGMIRE SEWAGE TREAMENT PLANT (WWTP) - PERMIT NO: BT9916

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

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AutoCAD SHX Text 11/07/2022 10:09 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\GEN\G0_COVER SHEET.DWG

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COVER SHEET

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7-8-2022

%%UABBREVIATIONS:

AutoCAD SHX Text AC ASPHALT CONCRETE ASPHALT CONCRETE ARV COMBINATION AIR VAC & RELEASE VALVE COMBINATION AIR VAC & RELEASE VALVE B.T.M. BOTTOM ELEVATION BOTTOM ELEVATION COR CONTRACTING OFFICERS REPRESENTATIVE CONTRACTING OFFICERS REPRESENTATIVE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE DI DUCTILE IRON DUCTILE IRON (E) EX EXISTING EXISTING F.G. FINISHED GRADE FINISHED GRADE FM SEWER FORCED MAIN SEWER FORCED MAIN HDG HOT DIPPED GALVANIZED HOT DIPPED GALVANIZED HDPE HIGH DENSITY POLYETHYLENE (POLY) HIGH DENSITY POLYETHYLENE (POLY) I.E. INVERT ELEVATION INVERT ELEVATION (N) NEW NEW NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE PE POLYETHYLENE POLYETHYLENE PG PRESSURE GAUGE PRESSURE GAUGE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RW RAW WATER RAW WATER RWI RAW WATER INFLUENT RAW WATER INFLUENT S.F.H. STRUCTURAL FIRE HYDRANT STRUCTURAL FIRE HYDRANT SS SANITARY SEWER SANITARY SEWER SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SST STAINLESS STEEL STAINLESS STEEL SWPPP STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN T.O.F TOP OF FOOTING TOP OF FOOTING UG UNDERGROUNDUNDERGROUND

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WATERLINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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GRAVITY SEWER LINE WITH TYPE OF PIPE AND DIAMETER

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8" PVC S

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SEWER FORCE MAIN WITH TYPE OF PIPE AND DIAMETER

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4" PE FM

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STORM DRAIN WITH TYPE OF PIPE AND DIAMETER

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18" RCP ST

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AERIAL (OVERHEAD) ELECTRICAL

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UNDERGROUND ELECTRICAL

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AERIAL (OVERHEAD) TELEPHONE

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UNDERGROUND TELEPHONE

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EXISTING UTILITY TO BE ABONDONED

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6" DIP W

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EXISTING UTILITY (ABANDONED)

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6" DIP W

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EXISTING UTILITY TO BE REMOVED

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6" DIP W

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WATER LINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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NEW WATER LINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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NEW FIRE HYDRANT

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FIRE HYDRANT

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NEW YARD HYDRANT

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NEW VALVE

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VALVE

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YARD HYDRANT

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NEW MANHOLE

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MANHOLE

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%%UUTILITY LINE SYMBOLS

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%%UUTILITY SYMBOLS

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%%UNEW VERSUS EXISTING UTILITY LINES

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%%UABANDONED UTILITY LINES

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SIGN

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UTILITY POLE

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GAS VALVE

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NEW CATCH BASIN

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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GAS LINE

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NEW METER

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METER

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NEW PULLBOX, 1 INDICATES PULLBOX NUMBER

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NEW SIGN

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CATCH BASIN

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CONTROL POINT

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%%UOTHER LINE SYMBOLS

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CONSTRUCTION LIMITS

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FENCE

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NEW CHECK VALVE

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COMBINATION AIR VAC & RELEASE VALVE

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NEW THRUST BLOCK

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%%UGENERAL NOTES

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1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND LOCAL STANDARDS. 2. ALL UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON RECORD INFORMATION. CONTRACTOR SHALL POT-HOLE ALL SERVICE CONNECTIONS, EXISTING LINES, UTILITY CROSSINGS, AND OTHER UG FEATURES TO VERIFY ACTUAL LOCATION, DEPTH, AND SIZE. CONFLICTS AND/OR NECESSARY MODIFICATIONS SHALL BE IDENTIFIED AND REPORTED TO THE CONTRACTING OFFICER PRIOR TO SERVICE DISRUPTION. 3. SURVEY / ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL ELEVATIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION. 4. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL DIMENSIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION. 5. PROTECT ALL EXISTING FACILITIES AND UTILITIES UNLESS NOTED TO REMOVE ON DRAWINGS. 6. ALL DRIVEWAYS AND STREET APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY. 7. HOURS OF CONSTRUCTION SHALL BE BETWEEN 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY OR AS APPROVED BY THE CONTRACTING OFFICER. 8. CONTRACTOR SHALL BE REQUIRED TO REPAIR ANY UTILITIES/FACILITIES DAMAGED OR BROKEN DURING CONSTRUCTION. 9. CONTRACTOR SHALL RETAIN AND PROTECT ALL BUILDINGS AFFECTED BY CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL CONSTRUCTION SIGNING FOR SAFETY AND TRAFFIC CONTROL. 11. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. 12. THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25 DEGREES OR GREATER, EXCLUDING FUSION WELDED HDPE. 13. PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED NECESSARY IN THE FIELD, OR AS DIRECTED BY THE CONTRACTING OFFICER FOR SUPPORT OF ALL PIPING BOTH NEW AND EXISTING. 14. ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE REMOVED UNLESS OTHERWISE NOTED TO RETAIN. 15. ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. MECHANICAL JOINT RESTRAINT SHALL BE UNIFLANGE 1300 (SERIES) OR APPROVED EQUAL. 16. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. 17. THE CONTRACTOR SHALL FILE AND SUBMIT A UNDER AN ACRE POLLUTION PREVENTION PLAN (UPPP) TO MEET THE REQUIREMENTS OF THE ENVIRONMENTAL PROTECTION AGENCY FOR CONSTRUCTION ACTIVITIES FOR THIS PROJECT, AS SPECIFIED. 18. CONTRACTOR TO PROVIDE VAC TRUCK WHERE NECESSARY. CONTRACTOR TO PROVIDE VAC TRUCK WHERE NECESSARY. 19. ALL EXCAVATED MATERIAL TO BE STORED IN AN APPROVED OFF-SITE LOCATION OR ALL EXCAVATED MATERIAL TO BE STORED IN AN APPROVED OFF-SITE LOCATION OR LOCATION IDENTIFIED BY THE COR.

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POWER VAULT

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ELECTRICAL PANEL

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JUNCTION BOX

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(E) WATER METER

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(E) WATER SERVICE

AutoCAD SHX Text UGP UNDERGROUND POWER UNDERGROUND POWER UPPP UNDER AN ACRE POLLUTION PREVENTION PLAN UNDER AN ACRE POLLUTION PREVENTION PLAN W.F.H WILD LAND FIRE HYDRANT WILD LAND FIRE HYDRANT WTP WATER TREATMENT PLANT WATER TREATMENT PLANT WWTP WASTE WATER TREATMENT PLANTWASTE WATER TREATMENT PLANT

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TITLE OF SHEET

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DRAWING NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

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GENERAL NOTES & LEGEND

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

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DESIGN CRITERIA

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3' DIA 2.7' TALL STEEL PIPE

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CP1

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FF=2734.0'

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FF=2730.7'

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FF=2733.4'

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FF=2741.1'

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18' CMP I.E.=2723.13'

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18' CMP I.E.=2722.55'

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18' CMP I.E.=2725.09'

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18' CMP I.E.=2724.99'

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18' CMP I.E.=2727.52'

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NO PARKING ANYTIME

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STOP

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PEDESTRIANS NEXT MILE

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FIRE HOSE STORAGE BOX / NO PARKING

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NATL PARK INN LONGMIRE HISTORIC DISTRICT / RESTAURANT

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MUSEUM / RESTROOM

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LONGMIRE GENERAL STORE

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RESERVED PARKING HANDICAP

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WELCOME TO HISTORIC LONGMIRE

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CP3

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CP2

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VAULT LEVS-10

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VAULT LEVS-11

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VAULT LEVS-9

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LEV1

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LV59

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LV60

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WATER DRAIN PIPE

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LV62

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8" W LINE

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8" W LINE

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TO MWEV27

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LEVS13

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ABANDONED

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ABANDONED

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ABANDONED

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ABANDONED

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CONSTRUCTION BOUNDARY

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(E)18" DRAINAGE CULVERT

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(E)18" DRAINAGE CULVERT

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(E)TRANSFORMER

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SCALE OF FEET

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AutoCAD SHX Text NOTES: 1. DATUM: NAD 83 (2011) EPOCH 2010, WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAVD88 (USFT). 2. FIELD MEASUREMENTS FOR THE SURVEY WERE TAKEN ON DECEMBER 1, 2015 WITH A TRIMBLE S6 TOTAL STATION INSTRUMENT AND MEET OR EXCEED A LINEAR CLOSURE OF 1:15,000. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED AND ADJUSTED TO A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST YEAR. 3. GPS MEASUREMENTS WERE MADE ON DECEMBER 1, 2015 USING TRIMBLE R8 MODEL 4 & R10 RECEIVERS WITH INTERNAL ANTENNAS. GPS DATA WAS PROCESSED WITH TRIMBLE BUSINESS CENTER, GPS NETWORK POST PROCESSING SOFTWARE VERSION 3.60, AND HELD TO NGS'S ONLINE POSITIONING USER SERVICE (OPUS). 4. THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THOSE FEATURES AND CONDITIONS PRESENT AS OF DECEMBER 1, 2015. DECEMBER 1, 2015. , 2015. 5. UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED UPON VISIBLE EVIDENCE GATHERED DURING THE TIME THE FIELD SURVEY WAS PERFORMED. THEREFORE, ALL UNDERGROUND UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

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PARADISE ROAD

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CONTROL POINTS

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POINT

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NORTHING

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EASTING

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FG ELEV.

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NOTE

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CP1

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MAG NAIL & WASHER

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CP2

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AutoCAD SHX Text 1310769.55

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MAG NAIL & WASHER

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CP3

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AutoCAD SHX Text 1311037.42

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MAG NAIL & WASHER

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TITLE OF SHEET

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

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AutoCAD SHX Text 178305

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AutoCAD SHX Text 08/07/2022 15:06 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\GEN\G3_SURV_CNTL_LONGMIRE.DWG

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SURVEY CONTROL

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STAGING AREA (WEST END OF PARKING)

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PROJECT LOCATION

AutoCAD SHX Text Nisqually River

AutoCAD SHX Text Ashford

AutoCAD SHX Text Paradise Road

Longmire Road

CONSTRUCTION BOUNDARY

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(E) 18" CMP DRAINAGE CULVERT

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(E) 18" CMP DRAINAGE CULVERT

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TREE REMOVAL

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CP1

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18' CMP I.E.=2723.13'

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18' CMP I.E.=2722.55'

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18' CMP I.E.=2725.09'

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18' CMP I.E.=2724.99'

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CP2

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SCALE OF FEET

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PARADISE ROAD

AutoCAD SHX Text SSMH 'LMHD1a'

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RIM=2721.43'

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I.E. (NW) 8" = 2716.87'

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I.E. (NE) 8"=2718.17'

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I.E. (SE) 6"=2716.93'

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SSMH 'A' -WET WELL

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RIM=2723.25'

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I.E. (SE) 6"=2716.42'

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TOP OF PIPE=2721.06'

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SSMH 'B' - DRY WELL

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RIM=2726.0'

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BOTTOM=2709.6'

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WET WELL

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DRY WELL

AutoCAD SHX Text STAGE 1 - DURING CONSTRUCTION - DURING CONSTRUCTION 1 EXISTING LIFT STATION AND POWER J-BOX SHALL REMAIN EXISTING LIFT STATION AND POWER J-BOX SHALL REMAIN OPERATIONAL DURING CONSTRUCTION OF NEW LIFT STATION. * SEE SHEET C2 FOR DEMOLITION ELEMENTS AFTER CONSTRUCTION OF LIFT STATION.

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KEYNOTES:

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(E) 6" SS

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EXISTING SEWER MANHOLE TABLE

AutoCAD SHX Text SPECIES DBH ACTION DBH ACTION ACTION A SPRUCE 9" REMOVE SPRUCE 9" REMOVE 9" REMOVE REMOVE B SPRUCE 15" REMOVE SPRUCE 15" REMOVE 15" REMOVE REMOVE C ALDER 10" REMOVE ALDER 10" REMOVE 10" REMOVE REMOVE D CEDAR (DEAD) 30" REMOVE CEDAR (DEAD) 30" REMOVE 30" REMOVE REMOVE NOTE: TREE REMOVAL TO BE COMPLETED BY NPS. TREE STUMPS AND DEBRIS REMOVAL TO BE COMPLETED BY CONTRACTOR.

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TREE REMOVAL KEYNOTES:

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

AutoCAD SHX Text 06/2022

AutoCAD SHX Text

AutoCAD SHX Text 178305

AutoCAD SHX Text 249788

AutoCAD SHX Text 08/07/2022 15:10 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\CIVL\C1_EXST_SITE_LONGMIRE.DWG

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EXISTING SITE & DEMOLITION PLAN

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UGP

7-8-2022

AutoCAD SHX Text (E)6" S

AutoCAD SHX Text (E)8" S

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CONSTRUCTION BOUNDARY

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(E)4" FM

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(N) 12" CMP CULVERT

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CP1

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STOP

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LEV1

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TO MWEV27

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LEVS13

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ABANDONED

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ABANDONED

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SANITARY

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SEWER

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SANITARY

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SEWER

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SCALE OF FEET

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AutoCAD SHX Text D1

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ACCESS ROAD

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AutoCAD SHX Text STAGE 1 - INSTALLATION OF NEW LIFT STATION - INSTALLATION OF NEW LIFT STATION INSTALLATION OF NEW LIFT STATION 1 EXISTING LIFT STATION SHALL REMAIN OPERATIONAL DURING CONSTRUCTION OF NEW EXISTING LIFT STATION SHALL REMAIN OPERATIONAL DURING CONSTRUCTION OF NEW LIFT STATION. 2 (N) MAG METER AND BOX. (N) MAG METER AND BOX. 3 (N) VALVE VAULT. (N) VALVE VAULT. 4 (N) SEWER LIFT STATION. (N) SEWER LIFT STATION. 5 (N) BURIED PRECAST CONCRETE STORAGE TANK. (N) BURIED PRECAST CONCRETE STORAGE TANK. 6 (E) 8" GRAVITY SEWER MAIN TO REMAIN PROTECTED IN PLACE. (E) 8" GRAVITY SEWER MAIN TO REMAIN PROTECTED IN PLACE. 7 (E) 4" SEWER FORCED MAIN TO REMAIN PROTECTED IN PLACE. (E) 4" SEWER FORCED MAIN TO REMAIN PROTECTED IN PLACE. 8 INSTALL (N) 14 LF 4" HDPE SEWER FORCE MAIN. INSTALL (N) 14 LF 4" HDPE SEWER FORCE MAIN. 9 (N) 45 ELBOW (N) 45° ELBOW10 (N) 4" HDPE SEWER FORCED MAIN. (N) 4" HDPE SEWER FORCED MAIN. 11 INSTALL (N) 26 LF 8" PVC SEWER AT 1.0% MINIMUM SLOPE. INSTALL (N) 26 LF 8" PVC SEWER AT 1.0% MINIMUM SLOPE. 12 INSTALL (N) 18 LF 8" PVC SEWER AT 1.0% MINIMUM SLOPE. INSTALL (N) 18 LF 8" PVC SEWER AT 1.0% MINIMUM SLOPE. 13 (N) 12' WIDE, 85' LONG FROM EDGE OF PAVEMENT TO LIFT STATION (N) 12' WIDE, 85' LONG FROM EDGE OF PAVEMENT TO LIFT STATION 8" LAYER OF CRUSHED GRAVEL LIFT STATION ACCESS WITH 16 LF, 12" CMP CULVERT 14 INSTALL (N) 4' DIA. CONC. MANHOLE W/ TRAFFIC RATED RING AND SOLID COVER. INSTALL (N) 4' DIA. CONC. MANHOLE W/ TRAFFIC RATED RING AND SOLID COVER. STAGE 2 - TRANSITION TO NEW LIFT STATION - TRANSITION TO NEW LIFT STATION TRANSITION TO NEW LIFT STATION 15 EXISTING SEWER MAIN TO REMAIN PROTECTED IN PLACE. EXISTING SEWER MAIN TO REMAIN PROTECTED IN PLACE. 16 EXISTING SEWER MAIN TO BE CAPPED & ABANDONED IN PLACE. EXISTING SEWER MAIN TO BE CAPPED & ABANDONED IN PLACE. 17 EXISTING MANHOLE "LMHD1a" TO BE REMOVED & REPLACED. EXISTING MANHOLE "LMHD1a" TO BE REMOVED & REPLACED. 18 CONNECT TO EXISTING 4" SEWER FORCE MAIN WITH (N) 45 ELBOW. CONNECT TO EXISTING 4" SEWER FORCE MAIN WITH (N) 45° ELBOW.STAGE 3 - DEMOLITION OF EXISTING LIFT STATION - DEMOLITION OF EXISTING LIFT STATION DEMOLITION OF EXISTING LIFT STATION 19 REMOVE EXISTING EQUIPMENT, PIPING, VALVES, WETWELL, DRYWELL & SURFACE SLAB. REMOVE EXISTING EQUIPMENT, PIPING, VALVES, WETWELL, DRYWELL & SURFACE SLAB. 20 EXISTING LIFT STATION ELECTRICAL PANELS & JUNCTION BOXES TO BE REMOVED AND EXISTING LIFT STATION ELECTRICAL PANELS & JUNCTION BOXES TO BE REMOVED AND REPLACED. 21 EXISTING 4" FM TO BE ABANDONED IN PLACE.EXISTING 4" FM TO BE ABANDONED IN PLACE.

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KEYNOTES:

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AutoCAD SHX Text D1

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COORDINATE TABLE

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POINT

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NORTHING

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EASTING

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FG ELEV.

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NOTE

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AutoCAD SHX Text 519189.02

AutoCAD SHX Text 1310782.31

AutoCAD SHX Text 2723.25

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AutoCAD SHX Text 519189.99

AutoCAD SHX Text 1310801.79

AutoCAD SHX Text 2723.25

AutoCAD SHX Text

AutoCAD SHX Text 519180.50

AutoCAD SHX Text 1310802.26

AutoCAD SHX Text 2723.25

AutoCAD SHX Text

AutoCAD SHX Text 519179.53

AutoCAD SHX Text 1310782.78

AutoCAD SHX Text 2723.25

AutoCAD SHX Text

AutoCAD SHX Text 519171.22

AutoCAD SHX Text 1310786.87

AutoCAD SHX Text 2723.25

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CL FG/RIM

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AutoCAD SHX Text 519171.72

AutoCAD SHX Text 1310796.77

AutoCAD SHX Text 2723.25

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CL FG/RIM

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AutoCAD SHX Text 519149.14

AutoCAD SHX Text 1310780.43

AutoCAD SHX Text 2722.00

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CL FG/RIM

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AutoCAD SHX Text D3

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AutoCAD SHX Text D3

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AutoCAD SHX Text SSMH 'LMHD1a'

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RIM=2721.43'

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I.E. IN 8" = 2716.93'

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SSMH 1

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RIM=2722.00'

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I.E. IN 8"=2716.612'

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I.E. OUT 8"=2716.51'

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NEW SEWER MANHOLE TABLE

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I.E. OUT 8" = 2716.87'

AutoCAD SHX Text SSMH 'LMHD1a'

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SSMH 1

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

AutoCAD SHX Text 06/2022

AutoCAD SHX Text

AutoCAD SHX Text 178305

AutoCAD SHX Text 249788

AutoCAD SHX Text 08/07/2022 15:13 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\CIVL\C2_SITE_DSGN_LONGMIRE-REV.DWG

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SITE PLAN

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AutoCAD SHX Text A

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A-LOCK (TYP.)

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VENT LOCATION

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6' DIA. PRECAST WET WELL

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PRE-CAST VALVE VAULT (AS SPECIFIED)

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ELECTRICAL CONTROL PANEL SEE ELECTRICAL PLANS FOR PANEL AND CONDUIT LOCATIONS

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FLOW METER VAULT (AS SPECIFIED)

AutoCAD SHX Text LOCKING FEMALE CAMLOCK FITTING LOCATE ROOF HATCH TO ALLOW CLEAR VERTICAL ACCESS TO CAMLOCK AND ALL VALVE OPERATORS

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INV. 2713.00 KOR-N-SEAL OR EQUAL

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8" C900 PVC OVERFLOW

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8" C900 PVC OVERFLOW RETURN W/8" PLUG VALVE

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AutoCAD SHX Text RISER TOP W/BOLT DOWN LID PER TYLER PS UNION CATALOGUE ITEM NO. 7116 OR EQUAL. RISER TOP TO BE FACTORY CAST INTO LIFT STATION CONCRETE COVER. LID TO BE MARKED "SEWER".

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JUNCTION BOX

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SEWER

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FLOW METER

AutoCAD SHX Text LOCKABLE SINGLE-DOOR ALUMINUM HATCH 48"x48" LOCATE TO ALLOW CLEAR VERTICAL ACCESS TO MAG METER.

AutoCAD SHX Text LOCKABLE DOUBLE-DOOR ALUMINUM HATCH 48"x72" LOCATE TO ALLOW CLEAR VERTICAL ACCESS TO CAMLOCK AND VALVE OPERATORS

AutoCAD SHX Text LOCKABLE DOUBLE-DOOR ALUMINUM HATCH 48"x72" LOCATE TO ALLOW PUMP REMOVAL

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SANITARY

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SEWER

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SANITARY

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SEWER

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8" C900 PVC @ 1.0% FROM SSMH 1

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7,000 GAL. STORAGE TANK (H2 PRECAST, INC. OR EQUAL)

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A-LOCK (TYP.)

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A-LOCK (TYP.)

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INV. 2716.33 KOR-N-SEAL OR EQUAL

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INV. 2719.50 KOR-N-SEAL OR EQUAL

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BTM EL.=2712.67

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INV IN EL.=2719.40

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INV OUT EL.=2713.10

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BTM EL.=2712.67

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BTM EL.=2712.67

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BTM EL.=2712.67

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KOR-N-SEAL OR EQUAL

AutoCAD SHX Text F

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(NC)

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(NO)

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(NC)

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(NO)

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(NO)

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(NO)

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%%UTYPICAL LIFT STATION - PLAN VIEW

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NTS

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EXCEPT AS NOTED, ALL PIPE IS DUCTILE IRON CL-52

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GENERAL NOTES:

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CONFORMING TO ALL RELEVANT AWWA STANDARDS.

AutoCAD SHX Text EXTERNAL COATING; ASPHALTIC COATING, 0.025 mm (1 MIL)

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THICK MINIMUM. INTERNAL COATING; PROTECTO 401 CERAMIC

AutoCAD SHX Text EPOXY COATING, 1mm (40 MILS) THICK.

AutoCAD SHX Text B

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ALL PIPE PENETRATIONS THROUGH MANHOLE WALL SHALL

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BE WITH "A-LOK" WATERTIGHT MANHOLE ADAPTERS OR AS

AutoCAD SHX Text C

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CONNECT PUMP GUIDE RAIL(S) AND PUMP SUPPORTS TO

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MANHOLE IN ACCORDANCE WITH MANUFACTURER'S

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INSTALLATION INSTRUCTIONS.

AutoCAD SHX Text D

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ALL ANCHOR BOLTS & SHIMS SHALL BE STAINLESS STEEL.

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ALL METAL IN WET WELL SHALL BE STAINLESS STEEL.

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ALL VAULTS, STORAGE TANK AND WET WELL SHALL BE WATERTIGHT

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FORCED MAIN SEPARATION DETERMINED BY VALVE ASSEMBLY.

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COORDINATE WITH PUMP RAIL MANUFACTURER ON SEPARATION

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OF PUMP AND GUIDE RAIL ASSEMBLY.

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CONTRACTOR SHALL DETERMINE SIZE OF VAULTS REQUIRED TO

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ACHIEVE MINIMUM CLEARANCES SHOWN BASED ON SPECIFIC

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COMPONENTS FURNISHED AND INSTALLED.

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GRAVITY SEWER INLET PIPE (LOCATION VARIES)

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LEGEND:

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NOT USED

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SUBMERSIBLE PUMP

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NOT USED

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NOT USED

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NOT USED

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4" - "GOOSE NECK" VENT WITH CARBON FILTER

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NOT USED

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4" D.I. DISCHARGE PIPE

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COUPLING "ROMAC" (STYLE 501) OR EQUAL, PROVIDE AXIAL

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RESTRAINT WITH FLANGE ADAPTERS, "DOG EARS" AND TIE RODS

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AutoCAD SHX Text 4" CHECK VALVE FLxFL

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4" PLUG VALVE

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CROSS FL ADD SPOOLS BETWEEN CROSS AND ADJACENT FITTINGS

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AutoCAD SHX Text 90%%D D.I. ELBOW FLxFL

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FOR FIELD BOLT-UP AS NECESSARY, ADJUST DIMENSIONS OF VAULT

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AS REQUIRED

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NOT USED

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FLANGE ADAPTER, "EBBA IRON" (SERIES 1000) OR EQUAL

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NOT USED

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2" - SCH. 80 PVC VAULT DRAIN WITH "P" TRAP

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1" - SCH. 80 PVC PIPE FOR ATTACHMENT OF EMERGENCY FLOATS

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4" FLOW METER

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HS-20 RATED. EPOXY LINE INTERIOR OF WET WELL AND

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SPECIFIED.

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STORAGE TANK.

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

AutoCAD SHX Text 06/2022

AutoCAD SHX Text

AutoCAD SHX Text 178305

AutoCAD SHX Text 249788

AutoCAD SHX Text 08/07/2022 15:12 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\CIVL\D1-D3_LTST_DETL-REV.DWG

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LIFT STATION DETAILS

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8" MIN. CLASS II AGGREGATE BASE COMPACT TO 95% ASTM D-1557

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COMPACTED NATIVE SOILS

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EXIST. GROUND

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FILL AREAS NOT TO EXCEED 3-FEET

AutoCAD SHX Text LOCKABLE DOUBLE-DOOR ALUMINUM HATCH 48"x72" LOCATE TO ALLOW PUMP REMOVAL

AutoCAD SHX Text ELEVATION OF ALL VAULT LIDS, HATCHES AND MANHOLES TO BE SET AT 0.5 FEET ABOVE FINISHED GROUND

AutoCAD SHX Text LOCKABLE DOUBLE-DOOR ALUMINUM HATCH 48"x72" LOCATE TO ALLOW CLEAR VERTICAL ACCESS TO CAMLOCK AND VALVE OPERATORS

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D.I. SPOOL

AutoCAD SHX Text LOCKING FEMALE CAMLOCK FITTING W/NIPPLE AND COMPANION FLANGE FOR MANUAL OPERATION

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EPOXY RESIN INTERIOR COATING

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PIPE SUPPORTS (TYP.)

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4" PRESSURE SEWER

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ULTRA SONIC SENSOR

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8" C900 PVC OVERFLOW RETURN INV = 2713.00 (KOR-N-SEAL OR EQUAL)

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8" C900 PVC OVERFLOW PIPE INV = 2719.50 (KOR-N-SEAL OR EQUAL)

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FLOW METER & BOX

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NOTE: CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS PRIOR TO ORDERING VAULTS

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FRP PUMP SUMP BASIN W/INTEGRATED PUMP DISCHARGE CONNECTIONS

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12" MIN. CLASS II AGGREGATE BASE COMPACT TO 95% ASTM D-1557

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INV. 2709.67

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2722.75 FG

AutoCAD SHX Text LOCKABLE SINGLE-DOOR ALUMINUM HATCH 48"x48" LOCATE TO ALLOW CLEAR VERTICAL ACCESS TO FLOW METER. RIM EL=2723.25

AutoCAD SHX Text RISER TOP W/BOLT DOWN LID PER TYLER/UNION CATALOGUE ITEM NO. 7116 OR EQUAL. RISER TOP TO BE FACTORY CAST INTO LIFT STATION CONCRETE COVER. LID TO BE MARKED "SEWER".

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1% SLOPE

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2% SLOPE

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2723.25 RIM

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2723.25 RIM

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12" MIN. CLASS II AGGREGATE BASE COMPACT TO 95% ASTM D-1557

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A-LOCK (TYP.)

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2722.75 FG

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12" MIN. CLASS II AGGREGATE BASE COMPACT TO 95% ASTM D-1557

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CONNECT TO (E)

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4" D.I. DISCHARGE PIPE

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4" HDPE

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KOR-N-SEAL OR EQUAL

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KOR-N-SEAL OR EQUAL

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1" DRAIN

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1 CUBIC YARD DRAIN ROCK SUMP

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EXISTING PIPE

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SLURRY FILL

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SEAL WITH EPOXY

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CAP

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EXISTING PIPE

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SLURRY FILL

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%%UOPTION 1

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(STANDARD PIPE)

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%%UOPTION 3

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(MANHOLE PLUG)

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MANHOLE

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NON-SHRINK GROUT

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EXISTING PIPE

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SLURRY FILL

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(STANDARD PIPE)

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NON-SHRINK GROUT

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%%UOPTION 2

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%%UTYPICAL LIFT STATION - SECTION A-A

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NTS

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NOT USED

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LEGEND:

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BASE FOR DISCHARGE ELBOW, ANCHOR TO WET WELL

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SUBMERSIBLE PUMP; ASSEMBLY INCLUDES FLYGT MIX-FLUSH SYSTEM

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MODEL 4901 ATTACHED TO PUMP PER MANUFACTURER'S REQUIREMENTS

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DISCHARGE MATING FLANGE - PROVIDED BY MANFACTURER

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GUIDE RAIL: GUIDE RAIL AND SUPPORTS TO BE STAINLESS

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STEEL; DUAL RAIL FOR EACH PUMP

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AutoCAD SHX Text 4"x2" D.I. REDUCER FLxFL

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4" - "GOOSE NECK" VENT WITH CARBON FILTER

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SPOOL SUPPORT - STAINLESS STEEL

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4" D.I. DISCHARGE PIPE

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COUPLING "ROMAC" (STYLE 501) OR EQUAL, PROVIDE AXIAL

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RESTRAINT WITH FLANGE ADAPTERS, "DOG EARS" AND TIE RODS

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AutoCAD SHX Text 4" CHECK VALVE FLxFL

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4" PLUG VALVE

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NOT USED

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AutoCAD SHX Text 90%%D D.I. ELBOW FLxFL

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NOT USED

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FLANGE ADAPTER, "EBBA IRON" (SERIES 1000) OR EQUAL

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LIFTING CHAIN (STAINLESS STEEL CABLE OR CHAIN), INCLUDE 4" STAINLESS STEEL

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"HOG RINGS" TO ATTACH CHAINS TO PUMPS

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2" - SCH. 80 PVC VAULT DRAIN WITH "P" TRAP

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FIELD JOINT. ALL JOINTS MUST BE 100%%% WATERTIGHT 12" EZ-WRAP.

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1" - SCH. 80 PVC PIPE FOR ATTACHMENT OF EMERGENCY FLOATS

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%%UCONSTRUCTION ACCESS ROAD SECTION

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NTS

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4" FLOW METER

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AutoCAD SHX Text %%UCAPPING DETAIL - (For Abandoned Pipe Only)

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EXCEPT AS NOTED, ALL PIPE IS DUCTILE IRON CL-52

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GENERAL NOTES:

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CONFORMING TO ALL RELEVANT AWWA STANDARDS.

AutoCAD SHX Text EXTERNAL COATING; ASPHALTIC COATING, 0.025 mm (1 MIL)

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THICK MINIMUM. INTERNAL COATING; PROTECTO 401 CERAMIC

AutoCAD SHX Text EPOXY COATING, 1mm (40 MILS) THICK.

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ALL PIPE PENETRATIONS THROUGH MANHOLE WALL SHALL

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BE WITH "A-LOK" WATERTIGHT MANHOLE ADAPTERS OR AS

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CONNECT PUMP GUIDE RAIL(S) AND PUMP SUPPORTS TO

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MANHOLE IN ACCORDANCE WITH MANUFACTURER'S

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INSTALLATION INSTRUCTIONS.

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ALL ANCHOR BOLTS & SHIMS SHALL BE STAINLESS STEEL.

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ALL METAL IN WET WELL SHALL BE STAINLESS STEEL.

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ALL VAULTS, STORAGE TANK AND WET WELL SHALL BE WATERTIGHT

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FORCED MAIN SEPARATION DETERMINED BY VALVE ASSEMBLY.

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COORDINATE WITH PUMP RAIL MANUFACTURER ON SEPARATION

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OF PUMP AND GUIDE RAIL ASSEMBLY.

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CONTRACTOR SHALL DETERMINE SIZE OF VAULTS REQUIRED TO

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ACHIEVE MINIMUM CLEARANCES SHOWN BASED ON SPECIFIC

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COMPONENTS FURNISHED AND INSTALLED.

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HS-20 RATED. EPOXY LINE INTERIOR OF WET WELL AND

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SPECIFIED.

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STORAGE TANK.

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FILL AREAS NOT TO EXCEED 3-FEET DEPTH AT ANY POINT.

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

AutoCAD SHX Text 06/2022

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AutoCAD SHX Text 178305

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AutoCAD SHX Text 08/07/2022 15:12 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\CIVL\D1-D3_LTST_DETL-REV.DWG

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LIFT STATION DETAILS

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AutoCAD SHX Text THE CONTRACTOR SHALL NEATLY GRADE THE SURFACE CONFORMING TO THE EXISTING GRADE & PROVIDE RE-VEGITATION

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NATIVE BACKFILL MATERIAL, 90% COMPACTION

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DETECTABLE MARKING TAPE

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WIDEN TRENCH AS NEEDED ABOVE PIPE

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NATIVE BACKFILL MATERIAL 90% COMPACTION

AutoCAD SHX Text #8 INSULATED COPPER TRACER WIRE FOR PLASTIC PIPES. BRING TRACER WIRE TO CONC. BOX.

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6" MIN. BEDDING, BED PIPE PER MANUFACTURER'S SPECIFICATIONS.

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1. INSTALL TRACER WIRE ON SEWER FORCE MAIN.

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%%UNOTE:

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SEWER

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SANITARY

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SEWER

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SANITARY

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SEWER

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7,000 GAL. PRE-MANUFACTURED CONCRETE STORAGE TANK (H2 PRECAST INC. OR EQUAL)

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LIMITS OF EXCAVATION

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24" DIA. RING AND COVER W/CONC. COLLAR RIM EL. = 2723.25

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FG EL.=2723.00

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12" MIN. CLASS II AGGREGATE BASE COMPACT TO 95% ASTM D-1557

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8" C900 PVC OVERFLOW PIPE IE IN = 2713.00

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8" C900 PVC OVERFLOW PIPE IE OUT = 2719.50

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LIQUID LEVEL

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LIMITS OF EXCAVATION

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LIMITS OF EXCAVATION

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LIMITS OF EXCAVATION

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LIMITS OF EXCAVATION

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8" C900 PVC @ 1.0% FROM SSMH 1 I.E. = 2716.33

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8" OVERFLOW OUT I.E = 2713.10

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8" OVERFLOW IN I.E = 2719.40

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RIM = 2723.25

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RIM = 2723.25

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RIM = 2723.25

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FLOW METER VAULT

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ELECTRICAL CONTROL PANEL

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VALVE VAULT

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6'-DIA. WET WELL

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(AREA = ±2313 SF)

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EL.=±2710.83

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EL.=±2712.67

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EL.=±2720.75

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7,000 GAL. PRECAST STORAGE TANK

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ELECTRICAL PULL BOX

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WET WELL

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DRY WELL PUMP VAULT

AutoCAD SHX Text SURFACE RESTORATION REMOVE LIDS AND COVER BACKFILL WITH NATIVE SOIL. COMPACT TO 90% COMPACTION

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PLUG 12" LENGTH OF ALL PIPES WITH NON-SHRINK GROUT. SEE DETAIL: 4/D4

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FILL WITH WELL GRADED SAND PER WDOH STANDARDS COMPACTED TO 90%

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AFTER

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BEFORE

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(E) 4" FORCE MAIN TO BE ABANDONED IN PLACE

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(E) 6" OVERFLOW

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(E) 4" FORCE MAIN

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(E) 6" CI INFLUENT

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(E) 4" CI PIPE

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(E) 6" CONC. SLAB

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%%UTYPICAL LIFT STATION - STORAGE TANK PLAN/SECTION

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NTS

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%%UTYPICAL TRENCH DETAIL

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%%UTYPICAL LIFT STATION ABANDONMENT DETAIL

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ABANDONMENT SHALL BE IN ACCORDANCE TO

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NOTES:

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WAC 246-272B-07500:

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SEPTAGE REMOVED BY AN APPROVED PUMPER.

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REMOVE THE (E) TANK LID.

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FILL THE (E) TANK VOID WITH SOIL OR GRAVEL.

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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LIFT STATIONS

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LONGMIRE MOUNT RAINIER NATIONAL PARK

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J. BLOM

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J. CHEEK

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J. BLOM

AutoCAD SHX Text 06/2022

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AutoCAD SHX Text 178305

AutoCAD SHX Text 249788

AutoCAD SHX Text 08/07/2022 15:12 JENNIFER CHEEK G:\CLIENTS\NPS\MORA\249788\LONGMIRE\CIVL\D1-D3_LTST_DETL-REV.DWG

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LIFT STATION DETAILS

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FLOW

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AutoCAD SHX Text 6" INV. IN= 2716.93 FROM LMHD1b

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8" INV. IN= 2716.93 FROM LMHD1

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24" DIA. RING & COVER RIM EL.= 2721.43

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EXIST. 8" FROM MANHOLE LMHD1

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8" INV. OUT= 2716.87 TO LIFT STATION

AutoCAD SHX Text EXIST. 6" FROM MANHOLE LMHD1b

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(N) 8" SS TO LIFT STATION WET WELL

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ALUMINUM GRATING PANEL WITH SUPPORT BEAM

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COVER PLATE (SHOWN IN OPEN POSITION)

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STAINLESS STEEL HOLD OPEN ARM

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(2) SUPPORT BRACKETS WITH MOUNTING HARDWARE (8)

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LEGEND:

AutoCAD SHX Text 1 CONCRETE COLLAR SECTIONS PER DETAIL CONCRETE COLLAR SECTIONS PER DETAIL 2 GRADE RINGS GROUTED WATERTIGHT IN GRADE RINGS GROUTED WATERTIGHT IN PLACE, NOT TO EXCEED 21" FROM FINISHED SURFACE TO TOP OF CONE 3 RAMNEK RN 103 OR APPROVED EQUAL RAMNEK RN 103 OR APPROVED EQUAL GASKETS ALL JOINTS 4 FLAT TOP LID. PROPERLY ALIGN ALL INTERIOR FLAT TOP LID. PROPERLY ALIGN ALL INTERIOR JOINTS 5 PRECAST CONCRETE MANHOLE-BARREL PRECAST CONCRETE MANHOLE-BARREL SECTION (REBAR NOT SHOWN) 6 PRECAST GASKETED HUB RING OR PRECAST GASKETED HUB RING OR RUBBER GASKETED COLLAR-FLEXIBLE AND WATER TIGHT. 7 REPLACEMENT SURFACING TO MATCH REPLACEMENT SURFACING TO MATCH FLUSH WITH EXISTING SURFACING 8 FRAME TO BE GROUTED TO GRADE RINGS FRAME TO BE GROUTED TO GRADE RINGS 9 PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE BASE 10 SEAL ALL EXTERNAL JOINTS WITH SEAL ALL EXTERNAL JOINTS WITH 12-INCH EZ-WRAP OR APPROVED EQUAL 11 PRECAST MANHOLE CONE, BARREL RINGS AND PRECAST MANHOLE CONE, BARREL RINGS AND BASE INTERIOR TO BE COATED WITH BASE INTERIOR TO BE COATED WITH FACTORY APPLIED POLY UREA COATING PER FACTORY APPLIED POLY UREA COATING PER SPECIFICATIONS. (NEW MANHOLES ONLY) SPECIFICATIONS. (NEW MANHOLES ONLY) 12 SEALANT PER DETAIL SEALANT PER DETAIL 13 INSTALL BRASS CAP ON NORTH SIDE OF INSTALL BRASS CAP ON NORTH SIDE OF MANHOLE PER DETAIL 14 CORE-DRILL THROUGH PRECAST SECTION CORE-DRILL THROUGH PRECAST SECTION 15 QUICKCRETE FAST SET NON SHRINK GROUT QUICKCRETE FAST SET NON SHRINK GROUT (NO. 1585-09) OR APPROVED EQUAL1585-09) OR APPROVED EQUAL

AutoCAD SHX Text 9 PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE BASE 10 SEAL ALL EXTERNAL JOINTS WITH SEAL ALL EXTERNAL JOINTS WITH 12-INCH EZ-WRAP OR APPROVED EQUAL 11 PRECAST MANHOLE CONE/LID, BARREL RINGS PRECAST MANHOLE CONE/LID, BARREL RINGS AND BASE INTERIOR TO BE COATED WITH FACTORY APPLIED POLY UREA COATING PER FACTORY APPLIED POLY UREA COATING PER SPECIFICATIONS. (NEW MANHOLES ONLY) SPECIFICATIONS. (NEW MANHOLES ONLY) 12 NOT USED NOT USED 13 NOT USED NOT USED 14 NOT USED NOT USED 15 QUICKCRETE FAST SET NON SHRINK GROUT QUICKCRETE FAST SET NON SHRINK GROUT (NO. 1585-09) OR APPROVED EQUAL(NO. 1585-09) OR APPROVED EQUAL

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SECTION A-A

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1/4" (7 MM) THICK (7 MM) THICK THICK DIAMOND PATTERN ALUM. COVER PLATE

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LIFTING HANDLE

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PRIMER REQUIRED

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PADLOCK BAR

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ASTRAGAL

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3" (76 MM) TYP.

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3" (76 MM)

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(COVER SHOWN IN OPEN POSITION)

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DETAIL

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T-316 S.STL. HINGE WITH TAMPER PROOF FASTENERS

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S.STL. & ALUM. POSITIVE LOCKING HOLD OPEN ARM

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SANITARY

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SEWER

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PLAN

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SECTION A-A'

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%%UNOTE:

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A TOP OF COLLAR TO BE FLUSH

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WITH MANHOLE COVER.

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1 #4 REBAR HOOPS (2 EACH)

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2 #4 REBARS VERTICAL AT

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3 CONCRETE CONTROL SCORES.

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%%ULEGEND:

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4 RIM

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5 24" FRAME AND COVER

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6 SEE "DETAIL A" FOR REBAR IN

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7 FINISHED GRADE

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8 SEE OTHER STANDARD DRAWINGS OF

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9 GROUT BETWEEN RING AND COVER

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DETAIL A

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SEE SECTION A-A'.

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COLLAR.

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MANHOLES FOR MAXIMUM HEIGHT.

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AND GRADE RINGS.

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20" SPACING.

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%%UTYPICAL LIFT STATION ACCESS GRATE

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NTS

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%%UTYPICAL SHALLOW 48" MANHOLE - 2.5' TO 4' DEEP

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NTS

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%%UTYPICAL MANHOLE COLLAR, COVER & FRAME DETAIL

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NTS

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PLAN VIEW

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PLAN

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SECTION A-A

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%%UTYPICAL LIFT STATION ACCESS LID & FRAME

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NTS

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REHABILITATE WASTEWATER

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