B08_Attachment_3_Well_Houses_Plan_Set_05-10-24.pdf

PDF 3 MB Posted Jun 13, 2024

Attached to: YOSE- REHAB WELL HOUSES 2/6 AND 3/7
Solicitation number: 140P8524R0006
Issued by: Department of the Interior National Park Service

About this file

Written by GovTribe AI · Jun 13, 2024

This document is a federal contract solicitation for the rehabilitation of two well houses, Well House 2/6 and Well House 3/7, in Yosemite National Park. The well houses provide potable water to an administrative site, residential areas, and businesses in the El Portal community.

The solicitation is set-aside for small business concerns only, under NAICS code 237110 with a $45 million size standard. The construction magnitude is estimated between $500,000 to $1,000,000. Proposals are due by 12:00 PM Pacific Time on July 15, 2024, and must be submitted via email. The Department of the Interior's National Park Service is the procuring agency. The solicitation includes detailed drawings and specifications for the rehabilitation work on the well houses, including roof and soffit repairs, piping and equipment replacements, and site work. The government reserves the right to cancel the solicitation.

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Other files

File	Type	Posted
Sol_140P8524R0006_Amd_0002.pdf	PDF	Jul 17, 2024
B03_Amendment_0002_Attachment_4_Wage_Determination_CA20240018_07-05-24_0002.pdf	PDF	Jul 17, 2024
B08_Amendment_0002_Attachment_2_EP_Well_Houses_Rehab_Specifications_Updated_7_16_24_0002.pdf	PDF	Jul 17, 2024
B08_Amendment_0002_Attachment_9_Questions_and_Answers_0002.docx	DOCX document	Jul 17, 2024
Sol_140P8524R0006_Amd_0001.pdf	PDF	Jul 12, 2024
B08_Attachment_6_Limitations_On_Subcontracting_Report.xlsx	XLSX spreadsheet	Jun 13, 2024
B08_Attachment_5_Well_House_Rehab_SOW_5-10-24.docx	DOCX document	Jun 13, 2024
B08_Attachment_2_EP_Well_Houses_Rehab_Specifications_Updated_6_13_24.pdf	PDF	Jun 13, 2024
B08_Attachment_8_Past_Performance_Questionnaire.pdf	PDF	Jun 13, 2024
Sol_140P8524R0006.pdf	PDF	Jun 13, 2024
B03_Attachment_4_Wage_Determination_CA20240018_05-23-24.pdf	PDF	Jun 13, 2024
B08_Attachment_1_Well_House_Rehab_Contract_Price_Schedule_5-10-24.xlsx	XLSX spreadsheet	Jun 13, 2024
B08_Attachment_7_General_References.pdf	PDF	Jun 13, 2024

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LAKE TAHOE

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NO.

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REHABILITATE WELL HOUSES 2/6 AND 3/7

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EL PORTAL

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PMIS NO. 248058

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COVER SHEET

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ABBREVIATIONS

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GENERAL PIPE NOTES AND PIPE SCHEDULE

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OVERALL SITE PLAN AND WELL PUMP INFORMATION

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WELL HOUSE #2/6 - SOFFIT REPAIRS

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WELL HOUSE #3/7 - ROOF AND SOFFIT REPAIRS

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WELL HOUSE ROOF AND SOFFIT DETAILS

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WELL HOUSE #2/6 AND #3/7 EXIST COND/DEMO PLAN

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WELL HOUSE #2/6 - PLAN AND SECTION

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WELL HOUSE #3/7 - PLAN AND SECTION

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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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PRECEDENCE OVER THIS SHEET.

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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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SST

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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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THIS IS A STANDARD SHEET. THEREFORE,

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SHEET MAY NOT BE USED. ABBREVIATIONS

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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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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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FIN

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FIG

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GALV

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GND

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GAL

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GSP

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GPH

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GPM

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GPD

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GVL

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HDWR

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HGT, HT

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HAS

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HDR

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HORIZ, HOR.

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ADJUSTABLE, ADJACENT

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AGGREGATE

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AHEAD

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ALUMINUM

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ANCHOR

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ALTERNATE

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APPROVED

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AGGR

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ADJ

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AHR

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ALUM, AL

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ALTN

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ARV

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ARCH

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APVD

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APPROX

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AUTOMATIC

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AUXILIARY

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BACK

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BOARD

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BLOCK

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BUILDING

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ASTM

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AUTO

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AVRV

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AWS

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AUX

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BLDG

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BLK

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BOC

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BELL UP

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BOTTOM

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BEARING

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CHEMICAL

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CLEAR

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CENTERLINE

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CLASS, CENTERLINE, CLEAR (COVER)

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BOT

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BRG

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CFM

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CFS

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CLR

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CMP

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CHEM

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C TO C

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BOS

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TESTING AND MATERIALS

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AERIAL TELEPHONE

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ANCHOR BOLT

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ASBESTOS CEMENT

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AERIAL POWER

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APPROXIMATE, APPROXIMATELY

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ARCHITECT, ARCHITECTURAL

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AIR RELEASE VALVE

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AMERICAN SOCIETY OF

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AIR & VACUUM RELEASE VALVE

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AMERICAN WELDING SOCIETY

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BRASS CAP, BOTTOM OF CURB

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BLIND FLANGE, BOTTOM FACE

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BENCH MARK, BEAM

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BOTTOM OF CONCRETE

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BOTTOM OF STEEL

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BOTTOM OF WALL

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CATCH BASIN

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CUBIC FEET PER MINUTE

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CUBIC FEET PER SECOND

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CAST IRON PIPE

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CONSTRUCTION / CONTROL JOINT

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CORRUGATED METAL PIPE

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CENTER TO CENTER

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HIGHWAY

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INVERT ELEVATION

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HIGH WATER LEVEL

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INSIDE DIAMETER

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AIR CONDITIONING

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INVERT, INTERIOR

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INCH

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KITCHEN

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JOIST

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INTERSECTION, INTERIOR

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INSIDE FACE

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INSTRUMENTATION & CONTROL

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POUNDS

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LOCATION

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LINTEL

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LONGITUDINAL

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LOW WATER LEVEL

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LEFT HAND

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LINEAR FEET

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MATERIAL

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MAXIMUM

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MANHOLE

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MANUFACTURER

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MECHANICAL

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MACHINE BOLT

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MILLION GALLONS PER DAY

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MOTOR CONTROL CENTER

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POUNDS PER CUBIC FOOT

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LENGTH, LONG

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AutoCAD SHX Text I & C

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HWY

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HWL

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KIT

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JST

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INT

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INV

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LB/CU FT

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LONG

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LWL

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LOC

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LBS

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LNTL

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MATL, MAT

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MECH

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MFR

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MGD

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MAX

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MCC

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MOUNTED

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MISCELLANEOUS

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MECHANICAL JOINT

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MEAN SEA LEVEL

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MID-ORDINATE / MASONRY OPENING

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MISC

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MTD

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MSL

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MIN

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MINIMUM

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CONCRETE

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CLEANOUT

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COLUMN

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CONNECTION

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CONTINUOUS

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COORDINATE

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CUBIC FEET

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COUPLING

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CENTER

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COPPER

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DRAIN, DIFFUSER

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CUBIC INCH

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COPPER

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CMU

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COL

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CPLG

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CTR

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COP

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CONC

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CONN

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CONST

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CONT

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COORD

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CU FT

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CU IN

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DETAIL

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DUCTILE IRON PIPE

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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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DIST

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DIAG

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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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EQPT

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EQL SP

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ELB

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ELBOW

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CONCRETE MASONRY UNIT

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CONSTRUCTION

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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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HEATING, VENTILATING &

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ABBREVIATIONS

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POINT OF USE

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POU

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TRACER WIRE, TREATED WATER

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CALTRANS

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STATE OF CALIFORNIA DEPARTMENT

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OF TRANSPORTATION

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FDC

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FIRE DEPARTMENT CONNECTION

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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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CLS

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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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PRESSURE SUSTAINING VALVE

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P&ID

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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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DIP

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SECTION

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SCALE

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DETAIL

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SCALE

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HYDRAULIC GRADE LINE

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HGL

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ZINC ORTHOPHOSPHATE SOLUTION

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ZOS

AutoCAD SHX Text 5/10/13 09:12 CON56869 R19 P:\324449 - EL PORTAL WELLS TITLE II\2-GEN\G2-ABBREVIATIONS.DWG

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TITLE OF SHEET

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SHEET

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DRAWING NO.

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PMIS

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SUB SHEET NO.

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TECH. REVIEW:

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DESIGNED:

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DATE:

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ABBREVIATIONS

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AutoCAD SHX Text 190024

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JJF

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ERC

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JJF

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EL PORTAL

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YOSEMITE NATIONAL PARK

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YOSE 248058

X" XXX-XXX

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PIPE CALL OUT

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PIPE SIZE

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IDENTIFIER

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MODIFIER (IF USED)

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FLOW STREAM

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SERVICE UNLESS OTHERWISE NOTED.

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1. MODIFIERS ARE USED WITH A PRIMARY SERVICE TO DENOTE A SPECIFIC FUNCTION.

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PIPING IDENTIFIED WITH A MODIFIER SHALL BE THE SAME AS THE PRIMARY

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V VENT (PROCESS)

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MODIFIERS

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BYP BYPASS

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OF OVERFLOW

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D DRAIN

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PIPE MATERIAL

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SPECIFICATION SECTION

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MODIFIER NOTE:

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PIPING SYSTEMS AND APPURTENANCES CONVEYING WATER, FLUIDS, OR SOLUTIONS.

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14. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM 3.0 FT EARTH COVER OVER BURIED

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8. PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING. SEE CIVIL DETAIL

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B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION,

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A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF

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CONTRACTING OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO

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OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE

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WORK SCHEDULE HAS BEEN REVIEWED AND APPROVED BY THE CONTRACTING

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CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND

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SCHEDULING ANY CONNECTIONS. THE REQUEST SHALL OUTLINE THE

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5. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE

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4. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH THE CONTRACTING OFFICER.

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7. L.F. DISTANCES SHOWN ON PROFILES ARE HORIZONTAL DISTANCES AND NOT

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6. PIPE AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S ALLOWANCES.

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SHEETS FOR TRACER WIRE DETAIL. PROVIDE MARKERS IN ACCORDANCE WITH FEDERAL

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ACTUAL PIPE LENGTHS.

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FLUSHING AND DISINFECTION,

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AND DISINFECTION.

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FOLLOWING:

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10. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND

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OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE

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EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE

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ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN

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THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS

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INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT

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GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE

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ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR

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SHALL MAKE SUCH INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND

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COMPLETENESS.

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13. ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE

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NATIONAL PARK SERVICE.

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GENERAL NOTES:

AutoCAD SHX Text AFTER RECEIPT OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL REVIEW THE SUBMITTAL AND GIVE AN APPROVAL OR REJECTION OF THE REQUEST WITHIN THREE (3) WORKING DAYS. IF THE REQUEST IS REJECTED, THE CONTRACTOR SHALL RESUBMIT THE REQUEST, MAKING MODIFICATIONS IN A MANNER ACCEPTABLE TO THE CONTRACTING OFFICER. ALL CONNECTIONS SHALL ONLY BE MADE ON AGREED UPON DATE AND TIME. IF THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS GRANTED BY THE CONTRACTING OFFICER.

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NOTIFY THE CONTRACTING OFFICER IN WRITING WITH THE CONFLICT'S

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CAUSE CONSTRUCTION DELAYS. IF THERE IS A CONFLICT, IMMEDIATELY

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LOCATION, ELEVATION, UTILITY TYPE, AND SIZE.

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MADE SUFFICIENTLY IN ADVANCE TO THE NEW WORK SO AS TO NOT

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TO EXISTING UTILITIES. THE EXPLORATORY EXCAVATION SHALL BE

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PROPOSED WORK CROSSES, CONNECTS TO, OR RUNS ADJACENT

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12. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE

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AND SUB-SURFACE FEATURES PRIOR TO CONSTRUCTION. ANY FEATURES

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DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE REPLACED TO PRE-CONSTRUCTION

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CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY FIELD LOCATED

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EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE IMMEDIATELY BROUGHT TO

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11. FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, AND ALL OTHER SURFACE

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THE CONTRACTING OFFICER'S ATTENTION.

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FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.

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2. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED - NA

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3. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES,

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SHOWN AS SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT,

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1. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE

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AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER DISCIPLINES

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MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION.

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PIPE SCHEDULE

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HIGHWAY STANDARD SPECIFICATIONS.

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FOR VALVES AND FITTINGS, IN ACCORDANCE WITH DET 1/C4.

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15. RESTRAIN WATER LINE FITTINGS WITH THRUST BLOCKS AND PROVIDE MECHANICAL RESTRAINTS

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16. TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH SPECIFICATIONS.

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PIPE CROSSING NOTES

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1. WATER MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET WATER MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 10 FEET HORIZONTALLY AND 1 FOOT HIGHER THAN SANITARY SEWERS. SEPARATION SEPARATION DISTANCES SHALL BE MEASURED EDGE TO EDGE (TOP OF PIPE TO BOTTOM OF PIPE). WHEN SEPARATION DISTANCES ARE LESS THAN SPECIFIED, NO JOINTS WILL BE ALLOWED ON THE WATER MAIN WITHIN 10 FT EITHER SIDE OF THE CROSSING, AND THE WATER MAIN SHALL BE CONCRETE ENCASED A MINIMUM OF 10 FT EITHER SIDE OF THE CROSSING.

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2. REFER TO CALIFORNIA CODE OF REGULATIONS FOR WATER MAIN INSTALLATION UNDER TITLE 22, REFER TO CALIFORNIA CODE OF REGULATIONS FOR WATER MAIN INSTALLATION UNDER TITLE 22, DIVISION 4, CHAPTER 16 WATER WORKS STANDARDS, ARTICLE 5, SECTION 64630 WATER MAIN INSTALLATION FOR ADDITIONAL REQUIREMENTS.

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TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED

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3. AT STORM SEWER CROSSINGS, WATER MAINS SHALL BE PREINSULATED 10 FT EITHER SIDE OF AT STORM SEWER CROSSINGS, WATER MAINS SHALL BE PREINSULATED 10 FT EITHER SIDE OF THE CROSSING. PROVIDE A MINIMUM OF 1 FT OF VERTICAL SEPARATION.

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4. AT DRY UTILITY CROSSINGS (ELECTRICAL, TELEPHONE), PROVIDE A MINIMUM OF 1 FT OF AT DRY UTILITY CROSSINGS (ELECTRICAL, TELEPHONE), PROVIDE A MINIMUM OF 1 FT OF VERTICAL SEPARATION.

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GSP

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40 28 00.01 - STEEL

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AutoCAD SHX Text 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 UTILITY OWNER AND PAY FOR ALL ASSOCIATED PERMITS.

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DIP

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40 28 00.02 - DUCTILE IRON

AutoCAD SHX Text 5/14/13 14:04 CON56869 R19 P:\324449 - EL PORTAL WELLS TITLE II\2-GEN\G3-GENERAL NOTE AND PIPE SCHEDULE.DWG

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TITLE OF SHEET

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SHEET

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DRAWING NO.

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PMIS

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SUB SHEET NO.

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TECH. REVIEW:

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DESIGNED:

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DATE:

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GENERAL NOTES AND

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PIPE SCHEDULE

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JJF

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ERC

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JJF

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EL PORTAL

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YOSEMITE NATIONAL PARK

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YOSE 248058

GATE

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GATE

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TRAILER CT.

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HWY 140

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LAUNDRY

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WELL

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HOUSE

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WELL

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HOUSE

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WELL

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HOUSE

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AutoCAD SHX Text G23

AutoCAD SHX Text #707

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12" CMP

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INVERT

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INVERT

AutoCAD SHX Text 1807.8

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12" CMP

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INVERT

AutoCAD SHX Text 1810.42

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INVERT

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18" CMP

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RIM 62.3

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CATCH

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BASIN

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INV 59.8

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INV 52.1

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18" CMP

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4'X3' CB

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CMP

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RIM EL.

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INVERT

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INVERT

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24" CMP

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RIM EL.

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INVERT EL. 1881.37

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INVERT EL.

AutoCAD SHX Text 1879.22

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18" CMP

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INVERT

AutoCAD SHX Text 1845.3

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INVERT

AutoCAD SHX Text 1843.2

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24" CMP

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INVERT

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INVERT

AutoCAD SHX Text 1857.63

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24" CMP

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INVERT

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INVERT

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MIDDLE ROAD

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MERCED RIVER

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HWY 140

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FORESTA ROAD

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STAGING AREA 40'X60'

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2"DRAIN

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LINE

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CHLORINE CONTACT

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CHAMBER

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ARV

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WELL VENT

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CHLORINE

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CONTACT

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CHAMBER

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AutoCAD SHX Text 24"

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MH20

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RIM 1828.26'

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MH21

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RIM 1835.94'

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AutoCAD SHX Text 1835.9'

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MH24

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RIM 1855.92

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AutoCAD SHX Text 1855.9'

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MH22

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RIM 1843.25'

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AutoCAD SHX Text 1843.2'

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MH25

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RIM 1861.28'

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AutoCAD SHX Text 1861.2'

AutoCAD SHX Text 1861.3'

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MH23

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RIM 1850.52'

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AutoCAD SHX Text 1850.5'

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MH26

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RIM 1867.94'

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AutoCAD SHX Text 1867.9'

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MH27

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RIM 1874.93'

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AutoCAD SHX Text 1874.9'

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MH28

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RIM 1882.88'

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AutoCAD SHX Text 1882.9'

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MH29

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RIM 1889.59'

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AutoCAD SHX Text 1889.6'

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WELL # 6

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WELL # 4

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WELL-HOUSE #4 EPB 825

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WELL # 3

AutoCAD SHX Text El Portal Warehouse 0.5 miles

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WELL # 7

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WELL # 2

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LOCATED IN

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THE WELL HOUSE

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PUMP IS 7.5 HP

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PUMP IS 15.0 HP

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PUMP IS 5.0 HP

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SHEET

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PKG.

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DRAWING NO.

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DATE:

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TECH. REVIEW:

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DRAWN:

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DESIGNED:

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NO.

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SUB SHEET NO.

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TITLE OF SHEET

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JJF

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ERC

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JJF

AutoCAD SHX Text 08/2023

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EL PORTAL

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YOSEMITE NATIONAL PARK

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SCALE OF FEET

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AND

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OVERALL SITE PLAN

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WELL PUMP INFORMATION

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AutoCAD SHX Text Well House 2/6

AutoCAD SHX Text Well House 3/7

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WELL PUMP INFORMATION - OPTION ITEMS A, B, AND C

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WELL 2 - A.Y. MCDONALD 24750Q3Y HIGH FLOW SS PUMP

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MOTOR & STARTER, 60 GPM, 7.5 HP, 460 V,

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3-WIRE, 3-PHASE, OR EQUAL.

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WELL 3 - FRANKLIN ELECTRIC 2366134020 316 SS MOTOR

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W/SUBTROL 6" 15-HP, 460/380 V, 60/50 HZ,

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3-WIRE, 3 PHASE, OR EQUAL.

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WELL 7 - A.Y. MCDONALD 23500P3Y SS PUMP MOTOR &

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CONTROL BOX, 20 GPM, 5.0 HP, 460V, 3-WIRE,

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3-PHASE, OR EQUAL.

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SPECIFIC PUMP REQUIREMENTS TO BE FIELD VERIFIED TO

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MATCH EXISTING PUMPS, VOLTAGE AND WIRING.

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OPTION A IS FOR WELL 2, OPTION B IS FOR WELL 3,

OPTION C IS FOR WELL 7.

ABANDON PIPE IN PLACE

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PROPERTY CORNER MARKER

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MANHOLE OR METER VAULT

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YARD HYDRANT

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TELEPHONE POLE

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BORE TEST HOLE

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UTILITY POLE

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LIGHT POLE

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DRAIN INLET

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CIVIL LEGEND

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FENCE WIRE

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AND FINISH GRADE ELEVATION

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OF INTERSECTION)

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V.P.I. (VERTICAL POINT

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RADIAL POINT

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INTERSECTION)

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P.I. (POINT OF

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SANITARY SEWER CLEANOUT

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SIGN

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HANDICAP RAMP

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SSCO

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TOP OF CURB

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EDGE OF PAVEMENT

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FLOW LINE

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SIDEWALK

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FIRE HYDRANT

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ROCK LINE

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EDGE OF GRAVEL

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WATER SPIGOT

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WATER VALVE/HOSE BIB

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SANITARY SEWER MANHOLE

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GUARD POST

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POWER POLE

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WATER METER

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GAS VALVE

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SSMH

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WATER RISER

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GAS RISER

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GAS METER

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CHAINLINK FENCE

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FENCE WOOD

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RAILROAD TIES (USED FOR LANDSCAPE)

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EDGE OF CONCRETE

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EDGE OF ASPHALT

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CENTERLINE

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TOE OF SLOPE

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TOP OF BANK

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SPRINKLER HEAD

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TREELINE

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TOE

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TOB

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EOG EOG

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RL RL RL

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5' CONTOUR

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1' CONTOUR

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EASEMENT

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WATER VALVE

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ELECTRIC BOX

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TRANSFORMER PAD

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TELEPHONE MANHOLE

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TELEPHONE PEDESTAL

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CABLE PEDESTAL

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GAS VALVE

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POST

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WELL

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IRON PIPE

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CHISELED CROSS FOUND

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CHISELED CROSS SET

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STONE

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MONUMENT

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IRON BAR FOUND

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IRON BAR SET

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CONTROL POINT AND NUMBER

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R/W MARKER

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BENCHMARK

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SANITARY SEWER

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UNDERGROUND TELEPHONE

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UNDERGROUND ELECTRIC

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OVERHEAD ELECTRIC

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GAS

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UGE

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OHE

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WATER

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OVERHEAD TELEPHONE

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OHT

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FIBER OPTIC

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RIGHT-OF-WAY

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XXX

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SEE PIPE SCHEDULE

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DEMOLISH

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CONCRETE

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EARTH SURFACE

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RIGID INSULATION

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DEMOLITION HATCH

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ASPHALT

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WSP

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AutoCAD SHX Text 10"C

AutoCAD SHX Text 30"P

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PINE TREE (TRUNK DIAMETER NOTED)

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CEDAR TREE (TRUNK DIAMETER NOTED)

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FIR TREE (TRUNK DIAMETER NOTED)

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30"ST

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STUMP (DIAMETER NOTED)

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5/14/13 14:37 CON56869 R19 P:\324449 - EL PORTAL WELLS TITLE II\3-CIVIL\C1.DWG

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TITLE OF SHEET

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SHEET

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DRAWING NO.

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PMIS

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SUB SHEET NO.

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TECH. REVIEW:

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DESIGNED:

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DATE:

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CIVIL LEGEND

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JJF

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ERC

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JJF

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EL PORTAL

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YOSEMITE NATIONAL PARK

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YOSE 248058

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%%U BURIED VALVE

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NTS

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TEST PRESSURES AND SOIL BEARING PRESSURES, USE THE FOLLOWING EQUATION:

AutoCAD SHX Text PRESSURE OF 2,000 psf AND A SAFETY FACTOR OF 1.5, TO COMPUTE BEARING AREAS FOR DIFFERENT

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1. BEARING AREAS (TABLE 1) BASED ON TEST PRESSURE OF 150 psi, AN ALLOWABLE SOIL BEARING

AutoCAD SHX Text BEARING AREA = (TEST PRESSURE / 150 psi) x (2,000 / SOIL BEARING PRESSURE psf) x (TABLE 1 VALUE)

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3. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQUARE FOOT.

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%%U(HORIZONTAL BENDS & VERTICAL UPWARD BENDS)

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%%UTABLE 1 - BEARING AREA OF THRUST BLOCKS IN SQUARE FEET

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%%UHORIZONTAL BENDS AND VERTICAL UPWARD BENDS:

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%%UTEE PLUGGED ON RUN

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4. IF THE DEPTH REQUIREMENT (SEE TYPICAL CROSS SECTION) CAN NOT BE ACHIEVED,

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UNDISTURBED

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BEDDING

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1/2 TO 1 TIMES ITS WIDTH.

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LESS THAN THE PIPE DIAMETER

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OF THE BLOCK (H), BUT NOT

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THE TOTAL DEPTH TO THE BOTTOM

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EQUAL TO OR LESS THAN 1/2

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%%UTYPICAL CROSS SECTION

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MATERIAL

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DEPTH REQUIREMENT:

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%%UBEND

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%%UPLUGGED CROSS

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SOIL

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%%UPLUGGED CROSS

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3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH OR STRUCTURAL BACKFILL.

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MEGALUGS MAY BE USED ON DIP AND PVC PIPE FOR RESTRAINT.

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BLOCKS AT ALL DIRECTION CHANGES UNLESS OTHERWISE NOTED.

AutoCAD SHX Text PIPE SPECIFIED TO BE PRESSURE TESTED, ALL FITTINGS SHALL BE PROVIDED WITH CONCRETE THRUST

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1. FOR ALL BURIED PIPING EXCEPT FLANGED, SCREWED, SOCKET WELD PVC, OR WELDED STEEL

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4. KEEP CONCRETE CLEAR OF JOINT, BOLTS, NUTS, CLAMPS, AND OTHER ACCESSORIES.

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2. ALL FITTINGS SHALL BE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 13, 2024.