Section J Att 004 - Drawings.pdf

PDF 45 MB Posted Aug 7, 2020

Attached to: REHAB CLOVER CREEK WASTEWATER TREATMENT PLANT
Solicitation number: 140P8620R0010
Issued by: Department of the Interior National Park Service Pacific West Region

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation to rehabilitate a wastewater treatment plant. The solicitation number is 140P8620R0010 and seeks to rehabilitate the Clover Creek Wastewater Treatment Plant, dump stations, and vault toilets. The federal agency issuing this solicitation is the Department of the Interior National Park Service Pacific West Region. The solicitation is seeking contractors to perform rehabilitation of the existing wastewater treatment plant infrastructure including any necessary upgrades or replacements to treatment systems, collection systems, electrical, instrumentation and controls. The response due date and planned award date are not provided in this document.

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Other files

File	Type	Posted
140P8620R0010 - Additional Questions and Answers_0002.pdf	PDF	Sep 2, 2020
Sol_140P8620R0010_Amd_0002.pdf	PDF	Sep 2, 2020
Section J Att 001 - Contract Price Schedule (Revised)_0002.pdf	PDF	Sep 2, 2020
140P8620R0010 - Site Visit Sign-in Sheet_0001.pdf	PDF	Aug 25, 2020
Sol_140P8620R0010_Amd_0001.pdf	PDF	Aug 25, 2020
140P8620R0010 - Prebid Questions and Answers_0001.pdf	PDF	Aug 25, 2020
Section J Att 006 - SF-24 Bid Bond.pdf	PDF	Aug 7, 2020
Section J Att 001 - Contract Price Schedule.pdf	PDF	Aug 7, 2020
Section J Att 007 - Key Personnel Experience.pdf	PDF	Aug 7, 2020
Section J Att 002 - Specifications Volume 1 of 2.pdf	PDF	Aug 7, 2020
Section J Att 009 - Subcontractor Reference Form.pdf	PDF	Aug 7, 2020
Section J Att 008 - Past Performance Questionnaire.pdf	PDF	Aug 7, 2020
Section J Att 005 - General Decision No. CA21.pdf	PDF	Aug 7, 2020
Section J Att 003 - Specifications Volume 2 of 2.pdf	PDF	Aug 7, 2020
Sol_140P8620R0010.pdf	PDF	Aug 7, 2020
Section J Att 010 - General References.pdf	PDF	Aug 7, 2020

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R E

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NO. 50155

EXP. 6/30/21

2-28-2020

RFP No. 140P8620R0010 Section J - Attachment No. 004

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DORST

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GRANT

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GROVE

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TO FRESNO

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CEDAR

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CHARLOTTE

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CANYON

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JOHN

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MUIR

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NATIONAL

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JOHN

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MUIR

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WILDERNESS

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MIDDLE

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MEADOW

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MINERAL

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KING

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POINT

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CRABTREE

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MT. WHITNEY

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ROARING

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TULARE CO.

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FRESNO CO.

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ATWELL

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HOSPITAL

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POTWISHA

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LODGEPOLE

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PEAR

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LAKE

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BEARPAW

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MEADOW

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LITTLE

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FIVE LAKES

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MONARCH

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WILDERNESS

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AREA

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JENNIE LAKES

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WILDERNESS

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AREA

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KETTLE

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RIDGE

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DIVIDE

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JOHN MUIR

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& PACIFIC

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CREST TRAIL

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BUCKEYE

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FLAT

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MEADOW

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VISALIA

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TYNDALL

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CREEK

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HIGH

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TRAIL

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COLD

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SPRINGS

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SIERRA

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NATIONAL

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FOREST

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NATIONAL

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FOREST

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NATIONAL

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GOLDEN TROUT

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WILDERNESS AREA

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GIANT FOREST

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WUKSACHI

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VILLAGE

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HUME

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CRYSTAL

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CAVE

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KINGS

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CANYON

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LODGE

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HQ.

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CORCORAN

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PORTERVILLE

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HANFORD

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SELMA

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KINGS CANYON

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NATIONAL PARK

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DEATH

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VALLEY

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YOSEMITE

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PARK

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MONO

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FLORENCE

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TERMINUS

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BISHOP

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NEVADA

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CALIFORNIA

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KERN

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RIVER

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DELANO

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SEQUOIA - KINGS CANYON

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NATIONAL PARK

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BASIC DATA:

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PARK HEADQUARTERS

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PAVED ROAD

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HQ.

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STATE LINE

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COUNTY LINE

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PARK BOUNDARY

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LEGEND

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LOCATION OF SITE

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CENTRAL

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STATE

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NATIONAL PARK SERVICE

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PACIFIC WEST REGION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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NAME OF PARK

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UNITED STATES

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LOCATION WITHIN PARK

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TITLE OF PROJECT

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PKG.

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NO.

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SHEET

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DRAWING NO.

AutoCAD SHX Text 14/05/2019 12:04 RUSSELL JORDAN G:\CLIENTS\NPS\SEKI\18-0301\DRAWINGS\GEN\G0-COVER.DWG

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PMIS# 184193/184197/244956/245567

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REHABILITATION

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REHABILITATE CLOVER CREEK

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CLOVER CREEK

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SEQUOIA KINGS CANYON NATIONAL PARK

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PWR

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TULARE

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CALIFORNIA

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BASICDATA

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CALIFORNIA

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PROJECT LOCATION

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SCALE OF MILES

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SCALE OF MILES

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SCALE OF KILOMETERS

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SHEET INDEX

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NO. 50155

EXP. 6/30/21

2-28-2020

RFP No. 140P8620R0010 Section J - Attachment No. 004

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GENERAL

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COVER

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SHEET INDEX

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GENERAL NOTES

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SYMBOLS LEGEND

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ABBREVIATIONS

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OVERALL PROJECT SITE MAP

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SITE PLAN-STAGING AREA

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DORST CAMPGROUND DUMP STATION SITE SURVEY

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LODGEPOLE CAMPGROUND DUMP STATION SITE SURVEY

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POTWISHA CAMPGROUND DUMP STATION SITE SURVEY

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GIANT FOREST VAULT TOILET SITE SURVEY

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GIANT FOREST VAULT TOILET SITE SURVEY

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CCWWTP-EXISTING PROCESS FLOW DIAGRAM

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DESIGN CRITERIA-CCWWTP

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CIVIL

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POTWISHA DUMP STATION REHAB SITE PLAN

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LODGEPOLE DUMP STATION REHAB SITE PLAN

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DORST DUMP STATION REHAB SITE PLAN

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GIANT FOREST VAULT TOILET SITE PLAN

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GIANT FOREST MUSEUM PARKING LOT RE-PAVEMENT

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VAULT TOILET IMPROVEMENT DETAILS

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VAULT TOILET MISC. DETAILS

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VAULT TOILET IMPROVEMENT DETAILS

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LODGEPOLE R.V. DUMP SCREENING VAULT & DETAILS

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DUMP STATION REHAB DETAILS

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DUMP STATION REHAB DETAIL

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SITE IMPROVEMENT DETAILS

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ARCHITECTURAL

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ARCHITECTURAL DETAILS

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MECHANICAL

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CCWWTP- OVERALL MECHANICAL IMPROVEMENTS

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EQUIPMENT SCHEDULES

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EQUALIZATION BASIN MECHANICAL SITE PLAN

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EQUALIZATION BASIN MECHANICAL SECTIONS

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AERATION BASIN MECHANICAL SITE PLAN

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AERATION BASIN MECHANICAL SECTIONS

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DIGESTER BASIN MECHANICAL SITE PLAN

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DIGESTER BASIN MECHANICAL SECTIONS

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CLARIFIER BASIN DEMO & MECHANICAL PLANS

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CLARIFIER BASIN MECHANICAL SECTION

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BLOWER & COMPRESSOR ROOM

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BLOWER ROOM PLAN

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PROCESS BUILDING DETAILS

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PROCESS BUILDING DETAILS

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ACCESS LADDER DETAILS

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SLUDGE BED NO. 1 AND 2 PLAN

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SLUDGE BED NO. 3 AND 4 PLAN

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DIFFUSER AIR SCHEMATIC

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VALVE DETAILS

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RAS-WAS PUMP REPLACEMENT DETAILS

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CHLORINATION ROOM

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MECHANICAL COVER SHEET

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HVAC - EXISTING PLAN

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HVAC - NEW PLAN

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HVAC SCHEDULES

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ELECTRICAL

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ELECTRICAL LEGEND & NOTES

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ELECTRICAL DEMOLITION PLAN (FIRST FLOOR)

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ELECTRICAL DEMOLITION PLAN (SECOND FLOOR)

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CLASS 1 DIVISION 1 AREAS

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LIGHTING PLAN (FIRST FLOOR)

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LIGHTING PLAN (SECOND FLOOR)

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POWER PLAN (FIRST FLOOR)

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EQUIPMENT ELECTRICAL SCHEDULE

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ONE-LINE DIAGRAM

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ONE-LINE DIAGRAM

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NEW ONE LINE DIAGRAM

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ELECTRICAL ELEVATIONS

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CONTROLS

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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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CLOVER CREEK

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SEQUOIA KINGS CANYON NATIONAL PARK

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G. MURGEL

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M. PATZER

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K. GINGRICH

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SHEET INDEX

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PMIS# 184193/184197/244956/245567

R E

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NO. 50155

EXP. 6/30/21

2-28-2020

RFP No. 140P8620R0010 Section J - Attachment No. 004

AutoCAD SHX Text GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND LOCAL STANDARDS. 2. SURVEY/ ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO 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.. 3. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER DISCIPLINES MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION. 4. ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS AND GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE CHANGES ARE MADE. 5. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. IN ADDITION, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE NPS AND THE OWNER'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NPS OR THE OWNER'S REPRESENTATIVE. 6. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE PROJECT LIMITS VIA POTHOLING, 3RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS, CORRECTNESS, & COMPLETENESS. 7. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE LOCATION LIMITS AS REQUIRED BY DIG ALERT. CONTRACTOR MAY NOT BEGIN EXCAVATION UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR TICKET. 8. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS, MATERIAL TYPES, I.D. AND O.D. OF PIPES, ETC. OF ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES IN WRITING IMPACTING NEW WORK SUFFICIENTLY IN ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS. INCLUDE INFORMATION ON LOCATION, ELEVATION , UTILITY TYPE AND SIZE. 9. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL COST TO THE GOVERNMENT 10. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. 11. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE CONSTRUCTION DOCUMENTS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES. 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND FOLLOWING ALL SAFETY PROTOCOLS, TO INCLUDE WORK IN ATTIC AND CRAWL SPACES IN THE EVENT RODENT DROPPINGS/NESTS ARE PRESENT. 13. ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES OPERATOR, OR IN THE OBSERVANCE OF THE OPERATOR WITH PRIOR APPROVAL. 14. CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING OFFICER AT LEAST 72 HOURS PRIOR TO ANY UTILITY OR SERVICE INTERRUPTIONS. 15. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING AND CONDUITS. 16. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 17. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF RED-LINED” RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS, AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED AT THE SITE AND SHALL BE UPDATED DAILY. 18. STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE DELINEATED IN THIS PLAN SET. 19. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO PREVENT THE PUBLIC OR PARK STAFF FROM ENTERING WORK AREAS. 20. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING DRIVEWAYS, ROADS AND PATHS NOT UNDER CONSTRUCTION. ALL DRIVEWAYS AND STREET APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY. CONTRACTOR SHALL COORDINATE WITH NPS AND PREPARE A TRAFFIC AND PEDESTRIAN CONTROL PLAN FOR ALL AREAS AFFECTED BY CONSTRUCTION. 21. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED. 22. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES. 23. THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER EXPANSION OR CONSTRUCTION JOINTS. 24. THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS FROM THESE PLANS AND/OR SPECIFICATIONS. ANY REVISIONS TO THE IMPROVEMENT PLAN WILL BE PROCESSED IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DOCUMENTS. 25. ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO OSHA REGULATIONS. 26. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. CONDUCT ANY DEMOLITION DUTIES WITHOUT DISRUPTION OF OCCUPANTS. 27. ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE REMOVED ON THE DRAWINGS. 28. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. 29. THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25 THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25 DEGREES OR GREATER, AND AS SHOWN IN THE STANDARD DETAILS. 30. PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED 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. 31. ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE REMOVED UNLESS OTHERWISE NOTED TO RETAIN AND RETURNED TO THE NPS IF REQUESTED. 32. ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT SPECIFICATION. 33. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. 34. SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE CONTRACTOR WILL NOT NEED TO FILE AND SUBMIT A NOTICE OF INTENT (NOI) OR A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL PREPARE THE UNDER-AN-ACRE POLLUTION PREVENTION PLAN MEETING THE REQUIREMENTS OF THE NATIONAL PARK SERVICE FOR CONSTRUCTION ACTIVITIES. 35. INSTALLED HOSE BIBS IN THE TREATMENT BUILDING SHALL BE 3/4-INCH PLACED INSTALLED HOSE BIBS IN THE TREATMENT BUILDING SHALL BE 3/4-INCH PLACED MINIMUM 18" ABOVE FINISHED FLOOR ANCHORED TO WALL PER SPECIFICATIONS. 36. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. WORK RESTRICTIONS 1. WORK SHALL BE GENERALLY PERFORMED FROM 7 A.M. TO 5:00 P.M. MONDAY THROUGH WORK SHALL BE GENERALLY PERFORMED FROM 7 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY. TEN (10) HOUR WORK DAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. 2. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS. EROSION & SEDIMENT CONTROL NOTES 1. ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE). IN ADDITION, SOURCES OF IMPORTED ROCK, SAND, GRAVEL, AND SOIL SHALL BE INSPECTED BY NPS FOR INVASIVE NON-NATIVE PLANTS, WEEDS AND/OR SEEDS (NOTIFY NPS 30 CALENDAR DAYS IN ADVANCE FOR INSPECTION). 2. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR WATER QUALITY AND EROSION AND SEDIMENT CONTROL. EXCELSIOR OR COIR FIBER PRODUCTS SHALL BE USED IN EROSION CONTROL BLANKETS AND SEDIMENT LOGS. JUTE OR COTTON SHALL BE USED FOR NETTING IN EROSION CONTROL BLANKETS. NO “CERTIFIED WEED FREE” PRODUCTS ARE ALLOWED. NO PLASTIC NETTING CERTIFIED WEED FREE” PRODUCTS ARE ALLOWED. NO PLASTIC NETTING PRODUCTS ARE ALLOWED. NO PLASTIC NETTING PRODUCTS ARE ALLOWED. 3. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONSTRUCTION ACTIVITY. 4. CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND SUB-SURFACE DRAINS IN THE PROJECT VICINITY. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PROJECT STAGING 1. DORST AND LODGEPOLE DUMP STATIONS SHALL BE CONSTRUCTED IN SEQUENCE SO AS DORST AND LODGEPOLE DUMP STATIONS SHALL BE CONSTRUCTED IN SEQUENCE SO AS NOT TO HAVE BOTH DUMP STATIONS TAKEN OUT OF SERVICE CONCURRENTLY. 2. CCWWTP: ANY AND ALL WORK DONE WITHIN THE PROCESS BASIN AREAS MUST BE CCWWTP: ANY AND ALL WORK DONE WITHIN THE PROCESS BASIN AREAS MUST BE PERFORMED SUCH THAT AT LEAST ONE BASIN OF EACH UNIT PROCESS IS FULLY OPERATIONAL AT ALL TIMES.

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SHEET BID OPTION DESCRIPTION BID OPTION DESCRIPTION DESCRIPTION DESCRIPTION

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GENERAL NOTES

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CLOVER CREEK

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C1 H POTWISHA DUMP STATION. ADDITIONAL PAVEMENT. H POTWISHA DUMP STATION. ADDITIONAL PAVEMENT. POTWISHA DUMP STATION. ADDITIONAL PAVEMENT. C2 J LODGEPOLE DUMP STATION ADDITIONAL PAVING. J LODGEPOLE DUMP STATION ADDITIONAL PAVING. LODGEPOLE DUMP STATION ADDITIONAL PAVING. C3 I DORST DUMP STATION ADDITIONAL PAVING. I DORST DUMP STATION ADDITIONAL PAVING. DORST DUMP STATION ADDITIONAL PAVING. C4.1 K GIANT FOREST MUSEUM LOWER KAWEAH PARKING LOT RE-PAVEMENT. K GIANT FOREST MUSEUM LOWER KAWEAH PARKING LOT RE-PAVEMENT. GIANT FOREST MUSEUM LOWER KAWEAH PARKING LOT RE-PAVEMENT. M4 A AERATION BASIN #4 - ADD FINE BUBBLE AERATION SYSTEM; A AERATION BASIN #4 - ADD FINE BUBBLE AERATION SYSTEM; AERATION BASIN #4 - ADD FINE BUBBLE AERATION SYSTEM; REPLACE MUD VALVE; ACCESS LADDER, SAFETY GATE AND RAILING. M5 A,E AERATION BASIN #4 - ADD FINE BUBBLE AERATION SYSTEM; A,E AERATION BASIN #4 - ADD FINE BUBBLE AERATION SYSTEM; AERATION BASIN #4 - ADD FINE BUBBLE AERATION SYSTEM; REPLACE MUD VALVE; ACCESS LADDER, SAFETY GATE AND RAILING; REPLACE AERATION BASIN SUMP PUMPS. M6,M7 B,F DIGESTER BASIN 2 AND 3 - ADD FINE BUBBLE AERATION SYSTEM, B,F DIGESTER BASIN 2 AND 3 - ADD FINE BUBBLE AERATION SYSTEM, DIGESTER BASIN 2 AND 3 - ADD FINE BUBBLE AERATION SYSTEM, REPLACE SLUICE GATES AND TELESCOPING VALVES, ACCESS LADDER, SAFETY GATE AND RAILING; REPLACE SLUDGE TRANSFER PUMP; REPLACE DIGESTER BASIN SUMP PUMPS. M8 C REPLACE CLARIFIER NO.3 INTERNAL MECHANISM AND MOTOR. C REPLACE CLARIFIER NO.3 INTERNAL MECHANISM AND MOTOR. REPLACE CLARIFIER NO.3 INTERNAL MECHANISM AND MOTOR. M10,M16 B REPLACE BLOWER NO.6. B REPLACE BLOWER NO.6. REPLACE BLOWER NO.6. M11 A REPLACE BLOWER NO.8. A REPLACE BLOWER NO.8. REPLACE BLOWER NO.8. M12 E,F AERATION, DIGESTER SUMP PUMPS, SLUDGE TRANSFER PUMP. E,F AERATION, DIGESTER SUMP PUMPS, SLUDGE TRANSFER PUMP. AERATION, DIGESTER SUMP PUMPS, SLUDGE TRANSFER PUMP. M13 A,B BASIN LADDER, SAFETY GRATE AND RAILING DETAILS. A,B BASIN LADDER, SAFETY GRATE AND RAILING DETAILS. BASIN LADDER, SAFETY GRATE AND RAILING DETAILS. M17 A,B TELESCOPING VALVE, MUD VALVE AND SLUICE GATE DETAILS. A,B TELESCOPING VALVE, MUD VALVE AND SLUICE GATE DETAILS. TELESCOPING VALVE, MUD VALVE AND SLUICE GATE DETAILS. -- D WWTP CONTROL ROOM CABINET. D WWTP CONTROL ROOM CABINET. WWTP CONTROL ROOM CABINET. M19 G CHLORINATION ROOM REPLACEMENT. G CHLORINATION ROOM REPLACEMENT. CHLORINATION ROOM REPLACEMENT.

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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 ABANDONED

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EXISTING UTILITY (ABANDONED)

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EXISTING UTILITY TO BE REMOVED

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WATER LINE WITH TYPE OF PIPE AND DIAMETER

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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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EX. FIRE HYDRANT

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NEW YARD HYDRANT

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NEW GATE VALVE

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GATE VALVE

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NEW MANHOLE

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MANHOLE

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%%UNEW VERSUS EXISTING UTILITY LINES

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SIGN

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UTILITY POLE

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GAS VALVE

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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CONSTRUCTION LIMITS

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FENCE

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& RELEASE VALVE

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PULLBOX NUMBER

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NEW CHECK VALVE

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NEW PLUG VALVE

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PIPE CAP

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PIPE BREAK

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FLOW ARROW

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GAUGE

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CONTROL VALVE

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HOSE BIB

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EXISTING TRANSFORMER

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EXISTING ELECTRICAL PANEL

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CLOVER CREEK

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SCALE

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SCALE:

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NOTE: SECTIONS ARE LETTERED AND DETAILS ARE NUMBERED

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SECTION OR DETAIL IDENTIFICATION, SEE NOTE BELOW

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SHEET WHERE SECTION OR DETAIL IS SHOWN

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UNION

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REDUCER

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CLEANOUT

AutoCAD SHX Text PIPE TYPES CISP CAST IRON SOIL PIPE. CAST IRON SOIL PIPE. CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CU COPPER PIPE COPPER PIPE DI, DIP DUCTILE IRON PIPE DUCTILE IRON PIPE GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE PT PLASTIC TUBING PLASTIC TUBING PVC POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE WS WELDED STEEL PIPEWELDED STEEL PIPE

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SYMBOLS LEGEND

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PMIS# 184193/184197/244956/245567

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%%UABBREVIATIONS:

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TITLE OF SHEET

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AutoCAD SHX Text @ AT AT AB ANCHOR BOLT ANCHOR BOLT AC ASBESTOS CEMENT ASBESTOS CEMENT AD ALGEBRAIC DIFFERENCE IN GRADE ALGEBRAIC DIFFERENCE IN GRADE ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE, ADJACENT ADJUSTABLE, ADJACENT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AGGR AGGREGATE AGGREGATE AH AHEAD AHEAD AHR ANCHOR ANCHOR ALTN ALTERNATE ALTERNATE ALUM, AL ALUMINUM ALUMINUM ALS ALUM SOLUTION ALUM SOLUTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE. AMERICAN NATIONAL STANDARDS INSTITUTE. AP AERIAL POWER AERIAL POWER APPROX APPROXIMATE, APPROXIMATELY APPROXIMATE, APPROXIMATELY APVD APPROVED APPROVED ARCH ARCHITECT, ARCHITECTURAL ARCHITECT, ARCHITECTURAL ARV AIR RELEASE VALVE AIR RELEASE VALVE AT AERIAL TELEPHONE AERIAL TELEPHONE ASC ASPHALT5 CONCRETE ASPHALT5 CONCRETE ASTM AMERICAN SOCIETY OF TESTING AND AMERICAN SOCIETY OF TESTING AND MATERIALS AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AVRV AIR & VACUUM RELEASE VALVE AIR & VACUUM RELEASE VALVE AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY B BOTTOM BOTTOM BA BUBBLER AIR BUBBLER AIR BC BRASS CAP, BOTTOM OF CURB BRASS CAP, BOTTOM OF CURB BD BOARD BOARD BF BLIND FLANGE, BOTTOM FACE BLIND FLANGE, BOTTOM FACE BK BACK BACK BLDG BUILDING BUILDING BLK BLOCK BLOCK BLKG BLOCKING BLOCKING BM BENCH MARK, BEAM BENCH MARK, BEAM BO BOTTOM OF BOTTOM OF BOC BOTTOM OF CONCRETE BOTTOM OF CONCRETE BOF BOTTOM OF FOOTING BOTTOM OF FOOTING BOS BOTTOM OF STEEL BOTTOM OF STEEL BOT BOTTOM BOTTOM BRG BEARING BEARING BRK BRICK, BREAK BRICK, BREAK BTWN BETWEEN BETWEEN BU BELL UP BELL UP BUR BUILT UP ROOFING BUILT UP ROOFING BUV BUTTERFLY VALVE BUTTERFLY VALVE BV BALL VALVE BALL VALVE BVCE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL, BACKWASH WATER BOTTOM OF WALL, BACKWASH WATER BWR BACK WASH WATER RETURN BACK WASH WATER RETURN °C DEGREE CELSIUS C TO C CENTER TO CENTER CENTER TO CENTER C & G CURB AND GUTTER CURB AND GUTTER CALTRANS STATE OF CALIFORNIA DEPARTMENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CB CATCH BASIN CATCH BASIN CCWTP CLOVER CREEK WASTEWATER TREATMENT CLOVER CREEK WASTEWATER TREATMENT PLANT CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CHEM CHEMICAL CHEMICAL CHV CHECK VALVE CHECK VALVE CI CAST IRON PIPE CAST IRON PIPE CJ CONSTRUCTION / CONTROL JOINT CONSTRUCTION / CONTROL JOINT CL CLASS, CENTERLINE, CLEAR (COVER) CLASS, CENTERLINE, CLEAR (COVER) CLG CEILING, CHLORINE GAS CEILING, CHLORINE GAS CLR CLEAR CLEAR CENTERLINE CENTERLINE CLS CHLORINE SOLUTION CHLORINE SOLUTION CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMT CEMENT, CERAMIC MOSAIC TILE CEMENT, CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CLEANOUT CLEANOUT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS COORD COORDINATE COORDINATE COP COPPER COPPER COR CONTRACTION OFFICERS REPRESENTATIVE CONTRACTION OFFICERS REPRESENTATIVE CORR CORRIDOR CORRIDOR CPLG COUPLING COUPLING CPT CARPET CARPET CS COMFORT STATION COMFORT STATION CTR CENTER CENTER CU COPPER COPPER CU FT CUBIC FEET FT CUBIC FEET CU IN CUBIC INCH IN CUBIC INCH CVR PLS COVER PLATES COVER PLATES CVS SWING CHECK VALVE SWING CHECK VALVE CW DOMESTIC COLD WATER DOMESTIC COLD WATER CWT CERAMIC WALL TILE CERAMIC WALL TILE DELTA (ANGLE) db BAR DIAMETER BAR DIAMETER D DRAIN, DIFFUSER DRAIN, DIFFUSER DA DIFFUSED AIR DIFFUSED AIR DBA DEFORMED BAR ANCHOR DEFORMED BAR ANCHOR DBL DOUBLE DOUBLE DET DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DI DUCTILE IRON PIPE, DROP INLET DUCTILE IRON PIPE, DROP INLET DIA, DIAMETER DIAG DIAGONAL DIAPH V DIAPHRAGM VALVE DIAPHRAGM VALVE DIM DIMENSION DIMENSION DIST DISTANCE DISTANCE DN DOWN DOWN DP DAMP PROOFING DAMP PROOFING DR DOOR DOOR DS DIGESTED SLUDGE DIGESTED SLUDGE DW DISHWASHER DISHWASHER DWG DRAWING DRAWING E ENERGY ENERGY (E) EPOXY COATED REINFORCING EPOXY COATED REINFORCING EA EACH EACH ECC ECCENTRIC ECCENTRIC ED EQUIPMENT DRAIN EQUIPMENT DRAIN EE ENGINE EXHAUST ENGINE EXHAUST EF EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT EL, ELEV ELEVATION ELEVATION ENGR ENGINEER ENGINEER ELB ELBOW ELBOW ELEC ELECTRIC, ELECTRICAL ELECTRIC, ELECTRICAL EOP, EP EDGE OF PAVEMENT EDGE OF PAVEMENT EQ EQUIVALENT, EQUATION EQUIVALENT, EQUATION EQPT EQUIPMENT EQUIPMENT EQL SP EQUALLY SPACED EQUALLY SPACED ES EVALUATION SERVICE EVALUATION SERVICE EVCS END VERTICAL CURVE STATION END VERTICAL CURVE STATION EVCE END VERTICAL CURVE ELEVATION END VERTICAL CURVE ELEVATION EW EACH WAY EACH WAY EXP EXPOSED EXP EXPOSED EXP JT EXPANSION JOINT EXP EXPANSION JOINT EXP MTL EXPANSION MATERIAL EXPANSION MATERIAL EX EXISTING EXISTING EXT EXTERIOR EXTERIOR FC FLEXIBLE COUPLING FLEXIBLE COUPLING FCA FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER FCO FLOOR CLEANOUT FLOOR CLEANOUT FD FLOOR DRAIN FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FDN FOUNDATION FOUNDATION FE FINAL EFFLUENT FINAL EFFLUENT FEF FILTER EFFLUENT FILTER EFFLUENT FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FES FILTER EFFLUENT SAMPLE FILTER EFFLUENT SAMPLE FF FINISHED FLOOR FINISHED FLOOR FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FHA FIRE HYDRANT ASSEMBLY FIG FIGURE FIGURE FIN FINISHED FINISHED FL FLOW LINE FLOW LINE FLASH FLASHING FLASHING FLR FLOOR FLOOR FLG FLANGE FLANGE FM FORCE MAIN FORCE MAIN FOR FUEL OIL RETURN FUEL OIL RETURN FP FILTER POLYMER FILTER POLYMER FR FILTRATE RETURN FILTRATE RETURN FRP FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC FS FAR SIDE FAR SIDE FSC FINAL SCUM FINAL SCUM FSL FINAL SLUDGE FINAL SLUDGE FT FOOT, FEET FOOT, FEET FTG FOOTING FOOTING °F DEGREE FAHRENHEIT DEGREE FAHRENHEIT FTW FILTER TO WASTE FILTER TO WASTE FU ULTIMATE STRENGTH ULTIMATE STRENGTH FV FUEL OIL VENT FUEL OIL VENT FW FINISHED WATER FINISHED WATER FY YIELD STRENGTH YIELD STRENGTH G GAS, GRILLE GAS, GRILLE GA GAUGE GAUGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GCO GRADE CLEANOUT GRADE CLEANOUT GL GLASS GLASS GLV GLOBE VALVE GLOBE VALVE GND GROUND GROUND GP GUARD POST GUARD POST GPD GALLONS PER DAY GALLONS PER DAY GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GSKT GASKET GASKET GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE GV GATE VALVE GATE VALVE GVL GRAVEL GRAVEL GYP, BD GYPSUM BOARD GYPSUM BOARD H HEIGHT, HIGH HEIGHT, HIGH HAS HEADED ANCHOR STUD HEADED ANCHOR STUD HB HOSE BIB HOSE BIB HC HOLLOW CORE HOLLOW CORE HD HUB DRAIN, HEAD HUB DRAIN, HEAD HDG HOT DIP GALVANIZED HOT DIP GALVANIZED HDPE HIGH DENSITY POLYETHYLENE (POLY) HIGH DENSITY POLYETHYLENE (POLY) HDR HEADER HEADER HDWR HARDWARE HARDWARE HGL HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE HGT, HT HEIGHT HEIGHT HM HOLLOW METAL HOLLOW METAL HORIZ, HOR. HORIZONTAL HORIZONTAL HP HORSEPOWER HORSEPOWER HPG HIGH POINT GROUT HIGH POINT GROUT HVAC HEATING, VENTILATING & AIR CONDITIONING HEATING, VENTILATING & AIR CONDITIONING HW DOMESTIC HOT WATER DOMESTIC HOT WATER HWL HIGH WATER LEVEL HIGH WATER LEVEL HWR HOT WATER RETURN HOT WATER RETURN HWS HOT WATER SUPPLY HOT WATER SUPPLY HWY HIGHWAY HIGHWAY I & C INSTRUMENTATION & CONTROL INSTRUMENTATION & CONTROL IA INSTRUMENT ALIN INSTRUMENT ALIN IDC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ICBO INTERNATIONAL CONFERENCE OF BUILDING INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICBO-ES INTERNATIONAL CONFERENCE OF BUILDING INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS EVALUATION SERVICE ICC INTERNATIONAL CODE COUNCLE INTERNATIONAL CODE COUNCLE ld DEVELOPMENT LENGTH DEVELOPMENT LENGTH ldh HOOKED BAR DEVELOPMENT LENGTH HOOKED BAR DEVELOPMENT LENGTH ID INSIDE DIAMETER INSIDE DIAMETER IE INVERT ELEVATION INVERT ELEVATION IF INSIDE FACE INSIDE FACE IN INCH INCH INT INTERSECTION, INTERIOR INTERSECTION, INTERIOR INV INVERT, INTERIOR INVERT, INTERIOR IPT IRON PIPE THREAD IRON PIPE THREAD IRR IRRIGATION IRRIGATION JST JOIST JOIST JT JOINT JOINT K RATE OF VERTICAL CURVATURE RATE OF VERTICAL CURVATURE KG KNIFE GATE KNIFE GATE KIT KITCHEN KITCHEN KW KILOWATT KILOWATT L LENGTH, LONG LENGTH, LONG LAV LAVATORY LAVATORY LBS POUNDS POUNDS LB/CU FT POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT LF LINEAR FEET LINEAR FEET LH LEFT HAND LEFT HAND LNTL LINTEL LINTEL LOC LOCATION LOCATION LONG LONGITUDINAL LONGITUDINAL LV LINE VALVE LINE VALVE LWL LOW WATER LEVEL LOW WATER LEVEL MATL, MAT MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MB MACHINE BOLT MACHINE BOLT MBV MOTORIZED BALL VALVE MOTORIZED BALL VALVE MCC MOTOR CONTROL CENTER MOTOR CONTROL CENTER MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MGD MILLION GALLONS PER DAY MILLION GALLONS PER DAY MG/L MILLIGRAMS PER LITER MILLIGRAMS PER LITER MGR MANAGER MANAGER MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT ML MIXED LIQUOR MIXED LIQUOR MR MOISTURE RESISTANT MO MID-ORDINATE / MASONRY OPENING MSL MEAN SEA LEVEL MEAN SEA LEVEL MTD MOUNTED MOUNTED MTL METAL METAL MV MUD VALVE MUD VALVE (N) NEW NEW NF NON-FREEZE NON-FREEZE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NPW NON-POTABLE WATER NON-POTABLE WATER NPT NATIONAL PIPE THREADS NATIONAL PIPE THREADS NRA NATIONAL RECREATION AREA NATIONAL RECREATION AREA NS NEAR SIDE NEAR SIDE NST NATIONAL STANDARD THREAD NATIONAL STANDARD THREAD NTS NOT TO SCALE NOT TO SCALE NV NEEDLE VALVE NEEDLE VALVE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OF OUTSIDE FACE, OVERFLOW OUTSIDE FACE, OVERFLOW OHE OVERHEAD ELECTRIC OVERHEAD ELECTRIC OPER OPERATION OPERATION OPNG, OPG OPENING OPENING OPP OPPOSITE OPPOSITE OVHD OVERHEAD OVERHEAD P PAINT PAINT PA PRE-AERATION AIR PRE-AERATION AIR PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PD PUMPED DRAINAGE PUMPED DRAINAGE PE PLAIN END PLAIN END PEP POLYETHYLENE PIPE POLYETHYLENE PIPE PEPP POLYETHYLENE PRESSURE PIPE POLYETHYLENE PRESSURE PIPE PERF PERFORATED PERFORATED PERIM PERIMETER PERIMETER PG PRESSURE GAUGE PRESSURE GAUGE PI POINT OF INTERSECTION POINT OF INTERSECTION P&ID PIPING AND INSTRUMENTATION DIAGRAM PIPING AND INSTRUMENTATION DIAGRAM PJF PREMOLDED JOINT FILLER PL PLATE PLATE PLAS LAM PLASTIC LAMINATE PLASTIC LAMINATE PLF POUNDS PER LINEAL FOOT POUNDS PER LINEAL FOOT PLYWD PLYWOOD PLYWOOD POB POINT OF BEGINNING POINT OF BEGINNING POL POLYMER POLYMER POU POINT OF USE POINT OF USE PP POWER POLE POWER POLE PRCST PRECAST PRECAST PREFIN PREFINISHED PREFINISHED PRESS PRESSURE PRESSURE PRI PRIMARY PRIMARY PROP PROPERTY PROPERTY PRV PRESSURE REDUCING VALVE PRESSURE REDUCING VALVE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH, GAUGE POUNDS PER SQUARE INCH, GAUGE PSV PRESSURE SUSTAINING VALVE PRESSURE SUSTAINING VALVE PSW PUMP SEAL WATER PUMP SEAL WATER PT POINT OF TANGENCY POINT OF TANGENCY PTD PAINTED PAINTED PV PLUG VALVE PLUG VALVE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PAVEMENT PW POTABLE WATER POTABLE WATER R&R, R/R REMOVE AND REPLACE REMOVE AND REPLACE R, RAD RADIUS, RISER, REGISTER RADIUS, RISER, REGISTER RB RUBBER BASE RUBBER BASE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN, ROAD ROOF DRAIN, ROAD REBAR REINFORCING BAR REINFORCING BAR RECIRC RECIRCULATION RECIRCULATION RED REDUCER REDUCER REF, RE REFER, REFERENCE REFER, REFERENCE REINF REINFORCING, REINFORCE REINFORCING, REINFORCE REQD REQUIRED REQUIRED RH RIGHT HAND RIGHT HAND RM ROOM ROOM RND ROUND ROUND RO ROUGH OPENING ROUGH OPENING ROW, R/W RIGHT OF WAY RIGHT OF WAY RP REDUCE PRESSURE REDUCE PRESSURE RPP REINFORCED POLYPROPYLENE REINFORCED POLYPROPYLENE RS RAW SEWAGE RAW SEWAGE RST REINFORCING STEEL REINFORCING STEEL RW RAW WATER RAW WATER RWI RAW WATER INFLUENT RAW WATER INFLUENT S SEWER, SLOPE SEWER, SLOPE SA SERVICE AIR SERVICE AIR SAC SUSPENDED ACOUSTICAL CEILING SUSPENDED ACOUSTICAL CEILING SC SOLID CORE, SCUM SOLID CORE, SCUM SD SANITARY DRAIN SANITARY DRAIN SG SLUICE GATE SLUICE GATE SL SLOPE SLOPE SCFM STANDARD CUBIC FEET PER MINUTE STANDARD CUBIC FEET PER MINUTE SCHED, SCH SCHEDULE SCHEDULE SCV SPLIT CHECK VALVE SPLIT CHECK VALVE SE SECONDARY EFFLUENT SECONDARY EFFLUENT SECT SECTION SECTION SED SEE ELECTRICAL DRAWINGS SEE ELECTRICAL DRAWINGS SEP SEPTAGE SEPTAGE SG SLUCE GATE SLUCE GATE SH, SHT SHEET SHEET SIM SIMILAR SIMILAR S.F.H.

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