B08 40527268 RFP Att3 Drawings.pdf

PDF 9 MB Posted Apr 22, 2021

Attached to: AMIS REPLACE WATER SYSTEM AT DIABLO EAST Federal contract opportunity
Solicitation number: 140P1321R0008
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and details for a water system replacement project at Amistad National Recreation Area. The project involves replacing over 7,500 linear feet of existing water lines from the Diablo East water tank to the Ranger Station with new 8-inch HDPE piping, as well as installing new water service lines. Additional scope includes installing a 1.25-inch HDPE conduit for future internet connectivity alongside the water main. The drawings provide plans, profiles, notes and construction details for the pipeline installation, valves, hydrants, manholes, service connections and other associated infrastructure. The solicitation is seeking a contractor to complete the construction work in accordance with the specifications and drawings. The National Park Service Intermountain Region is the contracting agency for this project.

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Other files for this federal contract opportunity

Other files attached to AMIS REPLACE WATER SYSTEM AT DIABLO EAST, newest first.
File	Type	Posted
B09 40527268 AM01 RFP Att10 RFP QA_0001.docx	DOCX document	May 13, 2021
Sol_140P1321R0008_Amd_0001.pdf	PDF	May 13, 2021
B09 40527268 AM01 RFP Att1 Revised Specs_0001.pdf	PDF	May 13, 2021
B09 40527268 AM01 RFP Att5 Revised Price Schedule_0001.xlsx	XLSX spreadsheet	May 13, 2021
B09 40527268 AM01 RFP Att3 Revised Drawings_0001.pdf	PDF	May 13, 2021
B08 40527268 RFP Att8 General References.doc	DOC document	Apr 22, 2021
B08 40527268 RFP Att5 Price Schedule.xlsx	XLSX spreadsheet	Apr 22, 2021
B08 40527268 RFP Att6 Project Experience Questionnaire.docx	DOCX document	Apr 22, 2021
B08 40527268 RFP Att4 WD TX20210090 1Jan2021.pdf	PDF	Apr 22, 2021
B08 40527268 RFP Att2 Submittal Register.pdf	PDF	Apr 22, 2021
B08 40527268 RFP Att1 Specs.pdf	PDF	Apr 22, 2021
B08 40527268 RFP Att9 Subcontracting Percentage Worksheet.xlsx	XLSX spreadsheet	Apr 22, 2021
Sol_140P1321R0008.pdf	PDF	Apr 22, 2021
B08 40527268 RFP Att7 Past Performance Questionnaire.docx	DOCX document	Apr 22, 2021

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RECIRCULATION

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RECIRC

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OVERHEAD ELECTRIC

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OHE

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NATIONAL RECREATION AREA

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NRA

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LAKE MEAD NATIONAL RECREATION AREA

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LMNRA

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UE, UGE

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UNDERGROUND ELECTRIC

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UNDERDRAIN

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PULL BOX

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PERFORATED

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PERF

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COMFORT STATION

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BVCS

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BEGIN VERTICAL CURVE STATION

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BVCE

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EVCE

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ALGEBRAIC DIFFERENCE IN GRADE

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END VERTICAL CURVE ELEVATION

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BEGIN VERTICAL CURVE ELEVATION

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RATE OF VERTICAL CURVATURE

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END VERTICAL CURVE STATION

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SECONDARY EFFLUENT

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WATER SURFACE ELEVATION

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WSE

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DOMESTIC HOT WATER

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DOMESTIC COLD WATER

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FILTER EFFLUENT SAMPLE

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FLOOR CLEANOUT

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WATER ELEVATION

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REINFORCING STEEL

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RPP

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POWER POLE

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MOISTURE RESISTANT

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ENERGY

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HIGH POINT GROUT

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CURB AND GUTTER

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MG/L

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MILLIGRAMS PER LITER

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DELTA (ANGLE)

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ADA

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AMERICANS WITH DISABILITIES ACT

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ABOVE FINISHED FLOOR

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AFF

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BLOCKING

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BOTTOM OF

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BRICK, BREAK

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BETWEEN

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BTWN

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BUILT UP ROOFING

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BUR

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CEILING

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CLG

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CORR

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CORRIDOR

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CARPET

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CERAMIC WALL TILE

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DRINKING FOUNTAIN

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DAMPPROOFING

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DOOR

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DRAWING

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FILTER EFFLUENT

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FIRE EXTINGUISHER CABINET

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FIBERGLASS REINFORCED PLASTIC

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GYPSUM BOARD

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GYP BD

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HOLLOW CORE

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HOLLOW METAL

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JOINT

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LAVATORY

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PERIMETER

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PREFIN

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PLASTIC LAMINATE

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PLAS LAM

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RUBBER BASE

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ROOM

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ROUND

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RND

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ROUGH OPENING

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REMOVE AND REPLACE

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SOLID CORE

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TREAD, TOP, TELEPHONE

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VINYL COMPOSITION TILE

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TOP OF FOOTING

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TOP OF BEAM, TOP OF BANK

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WORKING POINT, WATERPROOFING

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TOF

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NEW

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BAR DIAMETER

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COVER PLATES

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BOTTOM OF FOOTING

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ULTRAVIOLET

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VENT

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FLOOR DRAIN

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GCO

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TAN

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OPNG, OPG

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NATIONAL PIPE THREADS

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NOT TO SCALE

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OUTSIDE DIAMETER

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OPENING

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ON CENTER

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NOT IN CONTRACT

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NUMBER

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NOMINAL

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TOP

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WITH

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YARD

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WTP

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PEP

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PSI

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PROP

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POLYETHYLENE PIPE

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PLATE

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POINT OF BEGINNING

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POUNDS PER SQUARE INCH

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PRESSURE

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PRIMARY

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PROPERTY

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PREMOLDED JOINT FILLER

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PLYWOOD

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PRECAST

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PTD

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PVI

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PVC

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PVMT

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R, RAD

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RED

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REBAR

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REINF

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REQD

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REF, RE

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REINFORCED CONCRETE PIPE

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ROOF DRAIN, ROAD

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REINFORCING BAR

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REFER, REFERENCE

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REINFORCING, REINFORCE

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REQUIRED

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RIGHT HAND

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REDUCER

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PAINTED

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PAVEMENT

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POINT OF TANGENCY

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RADIUS, RISER, REGISTER

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PSIG

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POLYETHYLENE PRESSURE PIPE

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POLYVINYL CHLORIDE

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POINT OF VERTICAL INTERSECTION

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POUNDS PER SQUARE INCH, GAUGE

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PAINT

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TOC

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UNDERGROUND TELEPHONE

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WASTEWATER TREATMENT PLANT

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VITRIFIED CLAY PIPE

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VERTICAL CURVE

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VENT THROUGH PIPE

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WATER TREATMENT PLANT

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WELDED WIRE FABRIC

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WITHOUT

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WIDE, WATER

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WEIGHT

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VERTICAL

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THICK (NESS)

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TOP OF CURB, CONCRETE

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TOP OF MASONRY BLOCK

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TOP OF PIPE

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TOP OF STEEL

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TOP OF WALL

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CATHODIC PROTECTION TEST STATION

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UNIFORM BUILDING CODE

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UNLESS NOTED OTHERWISE

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UNDERGROUND POWER

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TOPOGRAPHY

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TYPICAL

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TOP OF

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TOP FACE

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TEST HOLE

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THREADED

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THRUST BLOCK

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TOP AND BOTTOM

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TOP OF CONCRETE

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TEMPERATURE

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TANGENT

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TECHNICAL

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TELEPHONE

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TRANSVERSE

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WATER STOP

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RST

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SAC

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SCHED, SCH

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SCFM

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SECT

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SED

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SIM

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SH, SHT

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SMD

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SPD

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SFM

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SEWAGE FORCE MAIN

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SPACE, SPACES

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SEE ELECTRICAL DRAWINGS

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SEE MECHANICAL DRAWINGS

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SEE PROCESS DRAWINGS

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SHEET

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SIMILAR

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SCHEDULE

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SECTION

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SLOPE

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SEWER, SLOPE

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RAW WATER

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REINFORCED POLYPROPYLENE

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SQ,

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SPEC'D

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SQ FT, SF

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SQ IN

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SSD

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STD

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STA

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STRUCT

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SYMM

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STL

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SQUARE FOOT

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SQUARE INCH

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STAINLESS STEEL

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STRUCTURE, STRUCTURAL

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SEE STRUCTURAL DRAWINGS

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STATION

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STANDARD

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SYMMETRICAL

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STEEL

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SPECIFIED

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SQUARE

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SPEC

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SPECIFICATIONS

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STANDARD CUBIC FEET PER MINUTE

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SUSPENDED ACOUSTICAL CEILING

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ROW, R/W

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RIGHT OF WAY

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EXPOSED

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EACH WAY

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EXPANSION JOINT

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EXPANSION MATERIAL

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EXTERIOR

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EXISTING

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FINISHED FLOOR

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FINISHED GRADE

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FIRE HYDRANT

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FOUNDATION

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FLEXIBLE COUPLING

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FLANGED COUPLING ADAPTER

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EXP JT

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EXP MTL

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EXP

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EXT

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FCA

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FDN

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FLOOR

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FIGURE

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FINISHED

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FOOTING

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FLANGE

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DEGREE FAHRENHEIT

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FOOT, FEET

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FLOW LINE

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GAUGE

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GAS, GRILLE

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GROUND

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GALV

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GLASS

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GALLON

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GUARD POST

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GALVANIZED

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FINISHED WATER

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GRAVEL

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GATE VALVE

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GALLONS PER DAY

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GALLONS PER HOUR

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GALLONS PER MINUTE

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HEADER

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HEIGHT

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HORIZONTAL

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HORSEPOWER

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HOSE BIB

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HUB DRAIN, HEAD

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HARDWARE

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HEIGHT, HIGH

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GALVANIZED STEEL PIPE

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HEADED ANCHOR STUD

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FLR

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%%DF

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FTG

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FLG

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FIG

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GAL

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GPD

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ADJUSTABLE, ADJACENT

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ANCHOR

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AGGR

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ALUM, AL

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ALTN

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ARCH

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TESTING AND MATERIALS

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CHEMICAL

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CLASS, CENTERLINE, CLEAR (COVER)

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ASBESTOS CEMENT

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AMERICAN SOCIETY OF

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HWL

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JST

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LINTEL

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LONGITUDINAL

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MANHOLE

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COORD

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CU IN

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DETAIL

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DIAMETER

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DIMENSION

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DISTANCE

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DIAGONAL

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DOWN

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EACH

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DISHWASHER

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EACH FACE

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ELEVATION

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ENGINEER

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ECCENTRIC

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DET

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DIA, O

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DIM

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EQPT

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DIST

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DIAG

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CONSTRUCTION

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ECC

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ENGR

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EL, ELEV

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DBA

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EQUIPMENT

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ELEC

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EOP, EP

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HEATING, VENTILATING &

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ELB

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ELBOW

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CONCRETE MASONRY UNIT

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TRACER WIRE

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DEGREE CELSIUS

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ELECTRIC, ELECTRICAL

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EDGE OF PAVEMENT

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EQUIVALENT, EQUATION

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DEFORMED BAR ANCHOR

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EQUALLY SPACED

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CMT

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CEMENT, CERAMIC MOSAIC TILE

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HVAC

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ABBREVIATIONS

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FIRE DEPARTMENT CONNECTION

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POINT OF USE

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POU

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CLS

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FDC

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P&ID

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NST

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NATIONAL STANDARD THREAD

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IPT

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IRON PIPE THREAD

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CHLORINE SOLUTION

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FILTER TO WASTE

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FTW

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FILTER POLYMER

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PSV

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PIPING AND INSTRUMENTATION DIAGRAM

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FIRE HYDRANT ASSEMBLY

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FHA

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DUCTILE IRON PIPE, DROP INLET

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HYDRAULIC GRADE LINE

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DIVISION OF WATER RESOURCES

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HGL

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DWR

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AutoCAD SHX Text AIR RELEASE VALVE/PIT CONTROL POINT CONCRETE EXISTING ASPHALT EDGE OF TRAIL EXISTING GRAVEL STONE WALL AREA FOR BORED AND CASED PIPE FENCE SIGN CONIFEROUS TREE DECIDUOUS TREE EX. WATER LINE EX. WATER LINE TO BE DEMOED/ABANDONED WATER LINE TO BE DEMOED/ABANDONED NEW WATER LINE EX. WATER VALVE NEW WATER VALVE EX. WATER METER NEW WATER METER EX. FIRE HYDRANT NEW FIRE HYDRANT NEW YARD HYDRANT SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER SEPTIC TANK CLEANOUT MINOR CONTOUR MAJOR CONTOUR SWALE STORM DRAINAGE LINE UNDERGROUND ELECTRICAL LINE AERIAL ELECTRICAL LINE ELECTRICAL TRANSFORMER ELECTRICAL METER ELECTRICAL RISER ELECTRIC VAULT UTILITY POLE GUY WIRE LIGHT POLE UNDERGROUND TELEPHONE LINE TELEPHONE RISER PROPANE GAS LINE GAS VALVE GAS METER FLAGPOLE WEATHER STATION NEW CURB STOP NEW TRACER WIRE NODE

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2/4/19 09:06 NBUIKEMA R22 P:\PROJECTS\AMIS\234827 DIABLO EAST WATER SYSTEM\DRAWING\AMIS 234827 PLAN SET.DWG IMAGES: ..\IMAGES\GOOGLE-SATELLITE-STPL-M-AMIS.ECW;

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AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES 2. CONTRACTOR TO ABIDE BY ALL TEXAS COMMISSION ON ENVIRONMENTAL QUALITY REGULATIONS, GUIDANCES, AND RULES CONTRACTOR TO ABIDE BY ALL TEXAS COMMISSION ON ENVIRONMENTAL QUALITY REGULATIONS, GUIDANCES, AND RULES 3. EXISTING SEWER MAIN IS PROJECTED TO BE LOCATED BELOW EXISTING WATER LINES AND UTILITIES EXISTING SEWER MAIN IS PROJECTED TO BE LOCATED BELOW EXISTING WATER LINES AND UTILITIES 4. EXISTING TRENCH FROM WATER TANK TO ROAD INTERSECTION CONTAINS 6" INLET PIPE, 8" OUTLET PIPE, AND 6" DRAINLINE EXISTING TRENCH FROM WATER TANK TO ROAD INTERSECTION CONTAINS 6" INLET PIPE, 8" OUTLET PIPE, AND 6" DRAINLINE 5. UNDERGROUND ELECTRIC NOT SHOWN ON PROFILE OR PLAN FOR CLARITY. UNDERGROUND ELECTRIC IS LOCATED IN SAME UNDERGROUND ELECTRIC NOT SHOWN ON PROFILE OR PLAN FOR CLARITY. UNDERGROUND ELECTRIC IS LOCATED IN SAME TRENCH AS EXISTING WATERLINE 6. CONTRACTOR SHALL BACKFILL TRENCHES AT THE END OF THE DAY CONTRACTOR SHALL BACKFILL TRENCHES AT THE END OF THE DAY 7. SMALL VEGETATION AND ROADSIDE BRUSH MAY BE REMOVED AS NECESSARY TO COMPLETE THE WORK AS SPECIFIED WITH SMALL VEGETATION AND ROADSIDE BRUSH MAY BE REMOVED AS NECESSARY TO COMPLETE THE WORK AS SPECIFIED WITH PERMISSION FROM THE CONTRACTING OFFICER 8. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS, SIDEWALKS, AND GRADE SHALL BE ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS, SIDEWALKS, AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT 9. REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES, INCLUDING OVERHEAD POWER LINES AND POLES, SHALL BE REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES, INCLUDING OVERHEAD POWER LINES AND POLES, SHALL BE PERFORMED BY THE UTILITY OWNER. ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND PAY FOR ALL ASSOCIATED PERMITS AND ASSOCIATED COSTS 10. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRICAL CABLES, AND OTHER UNDERGROUND/OVERHEAD ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRICAL CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE OWNER. 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 SHALL MAKE SUCH INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. 11. FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, AND ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, AND ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO CONSTRUCTION. ANY FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE REPLACED TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE IMMEDIATELY BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION. 12. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CROSSES, CONNECTS TO, OR RUN ADJACENT MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CROSSES, CONNECTS TO, OR RUN ADJACENT TO EXISTING UTILITIES. THE EXPLORATORY EXCAVATION SHALL BE MADE SUFFICIENTLY IN ADVANCE TO THE NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS. IF THERE IS A CONFLICT, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IN WRITING WITH THE CONFLICT'S LOCATION, ELEVATION, UTILITY TYPE, AND SIZE. 13. ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE NATIONAL PARK SERVICE ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE NATIONAL PARK SERVICE 14. CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND STORMWATER RUNOFF IMPACTSCONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND STORMWATER RUNOFF IMPACTS

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MONUMENTS

AutoCAD SHX Text NAME: CP-101 DESCRIPTION: SET 2-1/2" ON: SET 2-1/2" ALUMINUM TABLET DRILLED AND EPOXIED INTO CURB STAMPED "AMIS 101 2018" N. 13728931.58 13728931.58 E. 1327572.28 1327572.28 ELEV. 1174.79

AutoCAD SHX Text NAME: CP-102 DESCRIPTION: SET 2-1/2" ON: SET 2-1/2" ALUMINUM TABLET DRILLED AND EPOXIED INTO BEDROCK STAMPED "AMIS 102 2018" N. 13728878.27 13728878.27 E. 1327976.39 1327976.39 ELEV. 1171.20

AutoCAD SHX Text NAME: CP-103 DESCRIPTION: SET 2-1/2" ON: SET 2-1/2" ALUMINUM TABLET DRILLED AND EPOXIED INTO BEDROCK STAMPED "AMIS 103 2018" N. 13729657.86 13729657.86 E. 1328703.71 1328703.71 ELEV. 1130.03

AutoCAD SHX Text SURVEY NOTES: 1. HORIZONTAL AND VERTICAL UNITS SHOWN HEREON ARE LISTED AS U.S. SURVEY FEET. HORIZONTAL AND VERTICAL UNITS SHOWN HEREON ARE LISTED AS U.S. SURVEY FEET. 2. HORIZONTAL INFORMATION: COORDINATE VALUES AND DISTANCES SHOWN HEREON ARE MODIFIED STATE PLANE HORIZONTAL INFORMATION: COORDINATE VALUES AND DISTANCES SHOWN HEREON ARE MODIFIED STATE PLANE (GROUND) VALUES AND ARE IN REFERENCE TO U.S. STATE PLANE COORDINATE SYSTEM, TEXAS STATE PLANE TEXAS STATE PLANE SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM 1983 [NAD83(2011)], WITH A COMBINED SCALE FACTOR (4204), NORTH AMERICAN DATUM 1983 [NAD83(2011)], WITH A COMBINED SCALE FACTOR OF 0.99949245, DERIVED FROM CP 101, AND APPLIED AT (0,0), BEING A SET 2-1/2" ALUMINUM TABLET DRILLED AND EPOXIED INTO BEDROCK MARKED "AMIS 101 2018", HAVING A GEODETIC LOCATION FOR CP 101: LATITUDE: 29°28'35.97830" NORTH, LONGITUDE: 101°00'55.27721" WEST AND STATE PLANE COORDINATES OF N: 101°00'55.27721" WEST AND STATE PLANE COORDINATES OF N: WEST AND STATE PLANE COORDINATES OF N: 13726377.05, E: 1327325.26. 3. VERTICAL INFORMATION: GNSS DERIVED ELEVATIONS WERE UTILIZED FOR ALL MAPPING POINTS ON THIS PROJECT VERTICAL INFORMATION: GNSS DERIVED ELEVATIONS WERE UTILIZED FOR ALL MAPPING POINTS ON THIS PROJECT AND IS IN REFERENCE TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING GEOID 12B. UTILIZING CP 101, WHICH WAS HELD FIXED USING THE OPUS ELEVATION VALUE OF 1174.79 FEET 4. THE BASIS OF BEARING FOR THIS PROJECT IS GRID NORTH OF TEXAS STATE PLANE SOUTH CENTRAL ZONE THE BASIS OF BEARING FOR THIS PROJECT IS GRID NORTH OF TEXAS STATE PLANE SOUTH CENTRAL ZONE (4204). . 5. FIELDWORK WAS PERFORMED BETWEEN: APRIL 18-MAY 01, 2018. BY DJ&A FIELDWORK WAS PERFORMED BETWEEN: APRIL 18-MAY 01, 2018. BY DJ&A 6. CONTRACTOR SHALL MAINTAIN SURVEY CONTROL POINTS THROUGHOUT CONSTRUCTION. IF CONTROL POINTS CONTRACTOR SHALL MAINTAIN SURVEY CONTROL POINTS THROUGHOUT CONSTRUCTION. IF CONTROL POINTS INTEREFERE WITH CONSTRUCTION, NEW CONTROL POINTS SHALL BE SET AND TIED INTO THE PROJECT'S ESTABLISHED DATUM. FINAL CONTROL POINTS SHALL BE NOTED ON AS-BUILT DRAWINGS

AutoCAD SHX Text PIPING NOTES: 1. TRACER WIRE WITH ACCESS STATIONS TO BE INSTALLED ON ALL NEW WATER PIPE (INCLUDING WATER SERVICE LINES). TRACER WIRE WITH ACCESS STATIONS TO BE INSTALLED ON ALL NEW WATER PIPE (INCLUDING WATER SERVICE LINES). SEE CIVIL DETAIL SHEETS FOR TRACER WIRE DETAIL. 2. PROVIDE SMOOTH RADIUS WHEN INSTALLING HDPE PIPE NOT TO EXCEED MANUFACTURER'S MINIMUM ALLOWABLE RADIUS PROVIDE SMOOTH RADIUS WHEN INSTALLING HDPE PIPE NOT TO EXCEED MANUFACTURER'S MINIMUM ALLOWABLE RADIUS FOR PIPE AND JOINT DEFLECTIONS 3. L.F. DISTANCES SHOWN ON PROFILES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTHS L.F. DISTANCES SHOWN ON PROFILES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTHS 4. MINIMIZE NUMBER OF HDPE PIPE JOINTS MINIMIZE NUMBER OF HDPE PIPE JOINTS 5. PROVIDE THRUST BLOCKS AND PIPE RESTRAINTS AT ALL VALVES, ELBOWS, TEES, WYES AND JUNCTIONS. PROVIDE THRUST BLOCKS AND PIPE RESTRAINTS AT ALL VALVES, ELBOWS, TEES, WYES AND JUNCTIONS. 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY 7. NEW WATERMAIN TO HAVE NO LESS THAN 5' OFFSET FROM EXISTING WATERLINE/ELECTRIC UNLESS OTHERWISE NOTED NEW WATERMAIN TO HAVE NO LESS THAN 5' OFFSET FROM EXISTING WATERLINE/ELECTRIC UNLESS OTHERWISE NOTED 8. WATER MAIN TRENCH TO BE NO WIDER THAN 3' AND DEEPER THAN 3' UNLESS OTHERWISE NOTED OR AS NEEDED TO WATER MAIN TRENCH TO BE NO WIDER THAN 3' AND DEEPER THAN 3' UNLESS OTHERWISE NOTED OR AS NEEDED TO MAINTAIN A MINIMUM 2' COVER OVER PIPE 9. CONTRACTOR TO ESTABLISH BEST INSTALLATION PRACTICE FOR HDPE PIPE TO PREVENT DAMAGE FROM THERMODYNAMIC CONTRACTOR TO ESTABLISH BEST INSTALLATION PRACTICE FOR HDPE PIPE TO PREVENT DAMAGE FROM THERMODYNAMIC EXPANSION AND CONTRACTION EFFECTS DUE TO TEMPERATURE FLUXUATIONS

AutoCAD SHX Text TEXAS COMMISSION ON ENVIRONMENTAL QUALITY NOTES: 1. MAINTAIN MINIMUM 2' COVER ABOVE NEW WATER MAIN [§290.44(a)(4)] MAINTAIN MINIMUM 2' COVER ABOVE NEW WATER MAIN [§290.44(a)(4)] 2. NEW WATER MAIN AND NEW CONDUIT TO BE INSTALLED IN SAME TRENCH WITH MINIMUM 1' SEPARATION NEW WATER MAIN AND NEW CONDUIT TO BE INSTALLED IN SAME TRENCH WITH MINIMUM 1' SEPARATION 3. MAINTAIN MINIMUM 9' SEPARATION BETWEEN NEW WATER MAIN AND EXISTING SEWER LINES [§290.44(E)(1)-(4)] MAINTAIN MINIMUM 9' SEPARATION BETWEEN NEW WATER MAIN AND EXISTING SEWER LINES [§290.44(E)(1)-(4)] 4. IF 9' SEPARATION FROM A SEWER MAIN, CLEANOUT, OR MANHOLD CANNOT BE ACHIEVED, ENCASE NEW WATER MAIN WITH A IF 9' SEPARATION FROM A SEWER MAIN, CLEANOUT, OR MANHOLD CANNOT BE ACHIEVED, ENCASE NEW WATER MAIN WITH A MINIMUM 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZED LARGER THAN PROPOSED PIPE DIAMETER. SUPPORT PIPE WITH SPACERS EVERY FIVE FEET AND SEAL ENDS WITH CEMENT GROUT [§290.44(E)(5)] 5. THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINES IN ACCORDANCE WITH AWWA STANDARD C-651-14 OR MOST THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINES IN ACCORDANCE WITH AWWA STANDARD C-651-14 OR MOST RECENT, THEN FLUSH AND SAMPLE THE LINES BEFORE BEING PLACED INTO SERVICE. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATERLINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000 FEET. [§290.44(f)(3)] 6. DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARD C655-09 OR DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARD C655-09 OR MOST RECENT 7. 16-MESH OR FINER SCREEN ON AIR RELEASE VALVE VENTS [§290.44(d)(1)]16-MESH OR FINER SCREEN ON AIR RELEASE VALVE VENTS [§290.44(d)(1)]

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OVERALL SITE PLAN

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N. BUIKEMA

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N. BUIKEMA

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M. HIRSCHBECK

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AMISTAD NATIONAL RECREATION AREA

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SHT C3

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WATER STORAGE TANK

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CONCESSIONAIRES BUILDING

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RANGER STATION

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ROAD

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COMFORT STATION

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FISH CLEANING STATION

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COMFORT STATION

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DIABLO EAST

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PLAN & PROFILE

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N. BUIKEMA

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N. BUIKEMA

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AMISTAD NATIONAL RECREATION AREA

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NATURAL VEGETATION EXTENT (TYP.)

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EX. CULVERT

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EX. GRAVEL ROAD

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MATCHLINE, SHT C2

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CONNECT NEW WATER MAIN TO EXISTING PUMP HOUSE OUTLET

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EX. GRADE

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BEGIN STATION 0+00 AT OUTLET OF EXISTING CONCRETE PAD

AutoCAD SHX Text DETAILS: 1. GATE VALVE 4/C10 GATE VALVE 4/C10 4/C10 2. ENCASEMENT PIPE 2/C12 ENCASEMENT PIPE 2/C12 2/C12 3. PIPE TRENCH 4/C11 PIPE TRENCH 4/C11 4/C11 4. DUAL PIPE TRENCH 8/C11 DUAL PIPE TRENCH 8/C11 8/C11 5. THRUST RESTRAINTS 1/C10 THRUST RESTRAINTS 1/C10 1/C10 6. CONCRETE PIPE ENCASEMENT 2/C11 CONCRETE PIPE ENCASEMENT 2/C11 2/C11 7. TRACER WIRE 3/C11TRACER WIRE 3/C113/C11

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CONDUIT ACCESS BOX WITH TERMINAL STUB

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ENCASE NEW WATER MAINS UNDER ROAD CROSSING IN 14" HDPE PIPE

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EX. ELECTRICAL UTILITY BOX

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SEAL BOTH ENDS OF CARRIER PIPE WITH RUBBER SEAL AND CEMENT GROUT (TYP.)

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EX. ELECTRICAL TRANSFORMER

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ENCASE NEW WATER MAIN UNDER ROAD CROSSING IN 14" HDPE PIPE

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MATCHLINE, SHT C2

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SCALE OF FEET

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EX. 48" DIAMETER CULVERT INVERT ELEV.=1137.89

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EX. ROADWAY SURFACE

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14" HDPE CASING PIPE APPROXIMATELY 35' TOTAL LENGTH CENTERED UNDER ROAD CROSSING

AutoCAD SHX Text PIPE CROSSING - EX. UNDERGROUND 6" WATER AND 8" WATER; FIELD VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION

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HYDRANT WITH 6" GATE VALVE

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CHAIN LINK FENCE

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PHOTO 1: WATER PUMP BUILDING FACING EAST

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TRACER WIRE ACCESS STATION

AutoCAD SHX Text REMOVE AND REPLACE EXISTING 6" PIPE WITH NEW 6" HDPE PIPE AND INSTALL IN SAME TRENCH AS NEW 8" PIPE

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SEAL BOTH ENDS OF CARRIER PIPE WITH RUBBER SEAL AND CEMENT GROUT (TYP.)

AutoCAD SHX Text ENCASE NEW 8" HDPE PIPE AND NEW 6" HDPE PIPE IN 14" HDPE PIPE OVER SANITARY SEWER CROSSING

AutoCAD SHX Text REMOVE AND REPLACE EXISTING 6" PIPE WITH NEW 6" HDPE PIPE AND INSTALL IN SAME TRENCH AS NEW 8" PIPE

AutoCAD SHX Text REMOVE EXISTING 8" PIPE AS NEEDED TO FACILITATE THE INSTALLATION OF NEW 6" AND 8" WATER PIPE

AutoCAD SHX Text NOTES: 1. NEW 6" WATER LINE TO HAVE 12 INCHES MINIMUM SEPARATION FROM THE NEW 8" WATERLINE LOCATED IN SAME TRENCH. NEW 6" WATER LINE TO HAVE 12 INCHES MINIMUM SEPARATION FROM THE NEW 8" WATERLINE LOCATED IN SAME TRENCH. 2. CONNECT NEW 6" AND 8" WATERLINE TO EXISTING PUMPHOUSE WITHIN 3' OF FOUNDATION/EXTERIOR WITH RESTRAINED CONNECTION CONNECT NEW 6" AND 8" WATERLINE TO EXISTING PUMPHOUSE WITHIN 3' OF FOUNDATION/EXTERIOR WITH RESTRAINED CONNECTION 3. INSTALL SMALLEST CONDUIT ACCESS BOX AS ALLOWABLE BY THE FIBER OPTIC UTILITY, AEP TEXAS INSTALL SMALLEST CONDUIT ACCESS BOX AS ALLOWABLE BY THE FIBER OPTIC UTILITY, AEP TEXAS 4. INSTALL CONDUIT ACCESS BOXES AT INTERVALS DETERMINED BY THE FIBER OPTIC UTILITY, AEP TEXAS INSTALL CONDUIT ACCESS BOXES AT INTERVALS DETERMINED BY THE FIBER OPTIC UTILITY, AEP TEXAS 5. ENCASEMENT PIPES SHOWN HERE ON TO BE INSTALLED VIA EXCAVATION, NOTE BORED ENCASEMENT PIPES SHOWN HERE ON TO BE INSTALLED VIA EXCAVATION, NOTE BORED 6. HDPE PIPE TO BE INSTALLED ONLY WHEN TEMPERATURE OF PIPE IS COOL AND THE PIPE IS IN ITS CONTRACTED STATE TO ACCOUNT FOR HDPE PIPE TO BE INSTALLED ONLY WHEN TEMPERATURE OF PIPE IS COOL AND THE PIPE IS IN ITS CONTRACTED STATE TO ACCOUNT FOR THERMAL EXPANSION. PIPE THAT HAS BEEN STORED IN THE HEAT AND IN AN EXPANSIVE STATE SHALL NOT BE INSTALLED UNTIL COOLED TO MITIGATE THERMAL EXPANSION STRESSES 7. FINAL CONNECTIONS TO BE INSTALLED AT COOLEST PART OF DAY FINAL CONNECTIONS TO BE INSTALLED AT COOLEST PART OF DAY 8. MAINTAIN NO LESS THAN 7 FEET FROM EDGE OF CULVERT EROSION MAINTAIN NO LESS THAN 7 FEET FROM EDGE OF CULVERT EROSION

AutoCAD SHX Text

GATE

AutoCAD SHX Text

REPAIR AND REPLACE ASPHALT

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REPAIR AND REPLACE GRAVEL

AutoCAD SHX Text

55 LF OF 8" HDPE PIPE

AutoCAD SHX Text PIPE CROSSING - EX. UNDERGROUND SEWER MAIN; FIELD VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION

AutoCAD SHX Text

14" HDPE CASING PIPE APPROXIMATELY 60' TOTAL LENGTH CENTERED OVER SEWER CROSSING

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TWO RESTRAINED 45 DEGREE 6" HDPE ELBOWS

AutoCAD SHX Text

55 LF OF 6" HDPE PIPE

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SMOOTH RADIUS IF ALLOWED BY MANUFACTURER OR TWO 45 DEGREE RESTRAINED HDPE ELBOWS

AutoCAD SHX Text 8"x6" REDUCER

10 LF OF D.I.P

SHEET C2

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AutoCAD SHX Text

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DIABLO EAST

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PLAN & PROFILE

AutoCAD SHX Text 7+50 - 15+00

AutoCAD SHX Text

AutoCAD SHX Text 148769

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N. BUIKEMA

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

M. HIRSCHBECK

AutoCAD SHX Text 3/21/2019

AutoCAD SHX Text

AMISTAD NATIONAL RECREATION AREA

AutoCAD SHX Text 234827

AutoCAD SHX Text C2

AutoCAD SHX Text

EX. 8" WATERMAIN TO BE ABANDONED IN PLACE

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NATURAL VEGETATION EXTENT

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EX. 6" WATERLINE FROM WELL HOUSE TO WATER TANK

AutoCAD SHX Text

EX. ASPHALT ROAD

AutoCAD SHX Text

MATCHLINE, SHT C3

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MATCHLINE, SHT C1

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NEW 8" HDPE WATERMAIN WITH 1-1/4" SDR 11 HDPE CONDUIT FOR FUTURE INTERNET SUPPLY

AutoCAD SHX Text

ENCASE NEW 6" AND 8" WATER MAIN OVER EX. SEWER MAIN IN 14" HDPE CASING PIPE

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EX. ELECTRICAL UTILITY BOX

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text 8" HDPE PIPE (2' MINIMUM BURY DEPTH; CONTINUOUS GRADE, NO INTERMEDIATE HIGH POINTS)

AutoCAD SHX Text PIPE CROSSING - EX. UNDERGROUND SEWER MAIN; FIELD VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION

AutoCAD SHX Text

14" HDPE CARRIER PIPE APPROXIMATELY 50' TOTAL LENGTH CENTERED OVER PIPE CROSSING

AutoCAD SHX Text DETAILS: 1. ENCASEMENT PIPE 2/C12 ENCASEMENT PIPE 2/C12 2/C12 2. PIPE TRENCH 4/C11 PIPE TRENCH 4/C11 4/C11 3. DUAL PIPE TRENCH 8/C11 DUAL PIPE TRENCH 8/C11 8/C11 4. THRUST RESTRAINTS 1/C10 THRUST RESTRAINTS 1/C10 1/C10 5. CONCRETE PIPE ENCASEMENT 2/C11 CONCRETE PIPE ENCASEMENT 2/C11 2/C11 6. TRACER WIRE 3/C11TRACER WIRE 3/C113/C11

AutoCAD SHX Text

EX. GRAVITY SEWER MAIN

AutoCAD SHX Text

ENCASE NEW WATER MAIN OVER EX. SEWER MAIN IN 14" HDPE CASING PIPE

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SEAL BOTH ENDS OF CASING PIPE WITH RUBBER BOOTS AND CEMENT GROUT

AutoCAD SHX Text

EX. SEWER MANHOLE

AutoCAD SHX Text

SCALE OF FEET

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MATCHLINE, SHT C1

AutoCAD SHX Text 2/4/19 09:06 NBUIKEMA R22 P:\PROJECTS\AMIS\234827 DIABLO EAST WATER SYSTEM\DRAWING\AMIS 234827 PLAN SET.DWG IMAGES: ..\IMAGES\GOOGLE-SATELLITE-STPL-M-AMIS.ECW;

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MATCHLINE, SHT C3

AutoCAD SHX Text NOTES: 1. WATER MAIN WILL HAVE A MINIMUM 24 INCHES OF SEPARATION FROM THE EXISTING GRAVITY SEWER WATER MAIN WILL HAVE A MINIMUM 24 INCHES OF SEPARATION FROM THE EXISTING GRAVITY SEWER MAIN. NO JOINTS SHALL BE LOCATED UNDER THE PIPE CROSSING 2. EXTEND WATER MAIN CASING PIPE FROM CENTER OF SEWER CROSSING UNTIL A 10 FT HORIZONTAL EXTEND WATER MAIN CASING PIPE FROM CENTER OF SEWER CROSSING UNTIL A 10 FT HORIZONTAL SEPARATION IS ACHIEVED FROM THE CENTER OF THE SEWER MAIN TO THE CENTER OF THE WATER MAIN CASING PIPE 3. IF NEW WATER MAIN CANNOT BE INSTALLED ABOVE THE EXISTING SEWER PIPE WITH MINIMUM 24 IF NEW WATER MAIN CANNOT BE INSTALLED ABOVE THE EXISTING SEWER PIPE WITH MINIMUM 24 INCHES OF SEPARATION, THE WATERLINE WILL BE INSTALLED UNDER THE EXISTING SEWER MAIN AND CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS. AN ABSOLUTE MINIMUM OF 12 INCHES SEPARATION DISTANCE BETWEEN THE WATERLINE AND WASTEWATER MAIN SHALL BE PROVIDED 4. NEW 6" WATER LINE FROM WELL TO WATER TANK TO HAVE 12 INCHES MINIMUM SEPARATION FROM NEW 6" WATER LINE FROM WELL TO WATER TANK TO HAVE 12 INCHES MINIMUM SEPARATION FROM THE NEW 8" WATERLINE LOCATED IN SAME TRENCH.

AutoCAD SHX Text REMOVE AND REPLACE 6" INLET PIPELINE WITH NEW 6" HDPE PIPE AND INSTALL IN SAME TRENCH AS NEW 8" PIPE

AutoCAD SHX Text

NEW WATER MAIN TO HAVE 15' HORIZONTAL OFFSET FROM EXISTING ROAD EDGE

AutoCAD SHX Text 15'

TRACER WIRE ACCESS STATION

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SHEET C3

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AutoCAD SHX Text T

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text

DIABLO EAST

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PLAN & PROFILE

AutoCAD SHX Text 15+00 - 22+50

AutoCAD SHX Text

AutoCAD SHX Text 148769

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

M. HIRSCHBECK

AutoCAD SHX Text 3/21/2019

AutoCAD SHX Text

AMISTAD NATIONAL RECREATION AREA

AutoCAD SHX Text 234827

AutoCAD SHX Text C3

AutoCAD SHX Text

MATCHLINE, SHT C2

AutoCAD SHX Text

MATCHLINE, SHT C4

AutoCAD SHX Text

EX. ASPHALT ROAD

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text 8" HDPE PIPE (2' MINIMUM BURY DEPTH; CONTINUOUS GRADE, NO INTERMEDIATE HIGH POINTS)

AutoCAD SHX Text

MATCHLINE, SHT C2

AutoCAD SHX Text

EX. RV WATER FILL STATION

AutoCAD SHX Text

EX. RV DUMP STATION

AutoCAD SHX Text

EX. FISH CLEANING STATION

AutoCAD SHX Text

EX. ELECTRICAL CONTROL PANEL

AutoCAD SHX Text

EX. 8" WATERMAIN TO BE ABANDONED IN PLACE

AutoCAD SHX Text

NEW 8" HDPE WATERMAIN WITH 1-1/4" SDR 11 HDPE CONDUIT FOR FUTURE INTERNET SUPPLY

AutoCAD SHX Text REMOVE EX. 4" CAST IRON WATER SERVICE LINE TO FACILITATE CONSTRUCTION OF NEW WATER SERVICE LINE

AutoCAD SHX Text

4" HDPE WATER SERVICE LINE

AutoCAD SHX Text

EX. ELECTRICAL UTILITY VAULT

AutoCAD SHX Text

EX. ELECTRICAL TRANSFORMER

AutoCAD SHX Text

4" GATE VALVE

AutoCAD SHX Text

CONNECT TO FISH CLEANING STATION

AutoCAD SHX Text

EX. GRAVITY SEWER MANHOLE

AutoCAD SHX Text

ENCASE NEW WATER SERVICE LINE IN 10" HDPE CASING PIPE

AutoCAD SHX Text

SEAL BOTH ENDS OF CASING PIPE WITH CEMENT GROUT

AutoCAD SHX Text

SEAL BOTH ENDS OF CASING PIPE WITH CEMENT GROUT

AutoCAD SHX Text

RPZ VALVE AND BOX

AutoCAD SHX Text

EX. 1" WATER LINE

AutoCAD SHX Text

EX. SEWER MANHOLE

AutoCAD SHX Text DETAILS: 1. GATE VALVE 4/C10 GATE VALVE 4/C10 4/C10 2. ENCASEMENT PIPE 2/C12 ENCASEMENT PIPE 2/C12 2/C12 3. PIPE TRENCH 4/C11 PIPE TRENCH 4/C11 4/C11 4. THRUST RESTRAINTS 1/C10 THRUST RESTRAINTS 1/C10 1/C10 5. CURB STOP AND BOX 8/C11 CURB STOP AND BOX 8/C11 8/C11 6. RPZ VALVE AND BOX 1/C12RPZ VALVE AND BOX 1/C121/C12

AutoCAD SHX Text

PHOTO 2: FISH CLEANING STATION AREA FACING NORTH

AutoCAD SHX Text 8"x4" TEE, 4" WATER SERVICE LINE CONNECTION

AutoCAD SHX Text

MATCHLINE, SHT C4

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SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 2/4/19 09:06 NBUIKEMA R22 P:\PROJECTS\AMIS\234827 DIABLO EAST WATER SYSTEM\DRAWING\AMIS 234827 PLAN SET.DWG IMAGES: ..\IMAGES\GOOGLE-SATELLITE-STPL-M-AMIS.ECW;

AutoCAD SHX Text

8" GATE VALVE

AutoCAD SHX Text

2" HDPE WATER SERVICE LINE

AutoCAD SHX Text

CONNECT TO RV DUMP STATION

AutoCAD SHX Text

RPZ VALVE AND BOX TO BE LOCATED ON 4" SERVICE LINE TO FISH CLEANING STATION

AutoCAD SHX Text

TRACER WIRE ACCESS STATION

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TRACER WIRE ACCESS STATION

AutoCAD SHX Text

CONDUIT ACCESS BOX WITH STUBS

AutoCAD SHX Text

CONNECT TO EX. RV WATER FILL STATION

AutoCAD SHX Text NOTES: 1. KEEP 4" GATE VALVE WITH STUB OUT KEEP 4" GATE VALVE WITH STUB OUT 10 FT FROM EDGE OF ASPHALT 2. STUB OUT WILL SERVICE A WATER STUB OUT WILL SERVICE A WATER TRUCK FILL STATION IN A FUTURE PROJECT 3. CAP END CONNECTION WITH REMOVABLE CAP END CONNECTION WITH REMOVABLE END CAP.

AutoCAD SHX Text

NEW WATER MAIN TO HAVE 15' HORIZONTAL OFFSET FROM EXISTING ROAD EDGE

AutoCAD SHX Text

REPAIR AND REPLACE ASPHALT

AutoCAD SHX Text

SANITARY SEWER CROSSING

AutoCAD SHX Text

(2) 45 DEGREE 45 DEGREE BENDS

AutoCAD SHX Text 4"x2" TEE

AutoCAD SHX Text 15'

POST HYDRANT WITH 4" GATE VALVE

SHEET C4

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text

DIABLO EAST

AutoCAD SHX Text

PLAN & PROFILE

AutoCAD SHX Text 22+50 - 30+00

AutoCAD SHX Text

AutoCAD SHX Text 148769

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

M. HIRSCHBECK

AutoCAD SHX Text 3/21/2019

AutoCAD SHX Text

AMISTAD NATIONAL RECREATION AREA

AutoCAD SHX Text 234827

AutoCAD SHX Text C4

AutoCAD SHX Text

MATCHLINE, SHT C5

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text 8" HDPE PIPE (2' MINIMUM BURY DEPTH; CONTINUOUS GRADE, NO INTERMEDIATE HIGH POINTS)

AutoCAD SHX Text

MATCHLINE, SHT C3

AutoCAD SHX Text

EX. 8" WATERMAIN TO BE ABANDONED IN PLACE

AutoCAD SHX Text

EX. WATERMAIN AND ELECTRICAL LOCATED IN SAME TRENCH

AutoCAD SHX Text

EX. GRAVITY SEWER MAIN

AutoCAD SHX Text

EX. ASPHALT ROAD

AutoCAD SHX Text

8" HDPE WATERMAIN WITH 1-1/4" SDR 11 HDPE CONDUIT FOR FUTURE INTERNET SUPPLY

AutoCAD SHX Text

ENCASE NEW WATER MAIN IN 14" HDPE CASING PIPE

AutoCAD SHX Text

SEAL BOTH ENDS OF CASING PIPE WITH RUBBER BOOTS

AutoCAD SHX Text

EX. ELECTRICAL UTILITY BOX

AutoCAD SHX Text DETAILS: 1. GATE VALVE 4/C10 GATE VALVE 4/C10 4/C10 2. ENCASEMENT PIPE 2/C12 ENCASEMENT PIPE 2/C12 2/C12 3. PIPE TRENCH 4/C11 PIPE TRENCH 4/C11 4/C11 4. THRUST RESTRAINTS 1/C10 THRUST RESTRAINTS 1/C10 1/C10 5. AIR RELEASE VALVE 5/C11AIR RELEASE VALVE 5/C115/C11

AutoCAD SHX Text

14" HDPE CASING PIPE APPROXIMATELY 30' TOTAL LENGTH CENTERED UNDER ROAD CROSSING

AutoCAD SHX Text

EX. ROAD SURFACE

AutoCAD SHX Text

HIGHPOINT, AIR RELEASE VALVE WITH PIT AT APPROXIMATELY 24+12

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MATCHLINE, SHT C3

AutoCAD SHX Text

MATCHLINE, SHT C5

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 2/4/19 09:06 NBUIKEMA R22 P:\PROJECTS\AMIS\234827 DIABLO EAST WATER SYSTEM\DRAWING\AMIS 234827 PLAN SET.DWG IMAGES: ..\IMAGES\GOOGLE-SATELLITE-STPL-M-AMIS.ECW;

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

NEW WATER MAIN TO HAVE 15' HORIZONTAL OFFSET FROM EXISTING ROAD EDGE

AutoCAD SHX Text 15'

AutoCAD SHX Text

END OF SURVEY FOR SEWER

8" GATE VALVE AT 24+00

SHEET C5

AutoCAD SHX Text T

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text

DIABLO EAST

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PLAN & PROFILE

AutoCAD SHX Text 30+00 - 37+50

AutoCAD SHX Text

AutoCAD SHX Text 148769

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

N. BUIKEMA

AutoCAD SHX Text

M. HIRSCHBECK

AutoCAD SHX Text 3/21/2019

AutoCAD SHX Text

AMISTAD NATIONAL RECREATION AREA

AutoCAD SHX Text 234827

AutoCAD SHX Text C5

AutoCAD SHX Text

MATCHLINE, SHT C4

AutoCAD SHX Text

EX.

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File details come from the government source that posted it. Updated Apr 22, 2021.