B08_Attachment_1_-_Drawings_100__Final_CD_-_Wawona_Campground_2019-07-18.pdf

PDF 15 MB Posted Jul 23, 2019

Attached to: Replace Failing Wawona Campground Restroom Leachfields with Connection to Wawona YOSE 197065
Solicitation number: 140P2019R0073
Issued by: Department of the Interior National Park Service National Office

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PROJECT SUMMARY INDEX OF DRAWINGS

GENERAL

CIVIL

STRUCTURAL

PROCESS

ELECTRICAL

ARCHITECTURAL

GENERAL NOTES SHEET NOTES

AutoCAD SHX Text 3/22/19 08:31 JIR85490 R22 P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\GEN\G3 ABBREVIATIONS.DWG XREFS: ..\BASE\XA-DESIGN DRAFT.DWG; IMAGES: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\ROB SEAL FOR WAWONA CAMPROUND.JPG;

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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 137,604

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DWC

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AJJ

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RJA

AutoCAD SHX Text 3/19/19

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REPLACE CAMPGROUND SEPTIC SYSTEM

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WAWONA, YOSEMITE NATIONAL PARK

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YOSE 197065B&C

AutoCAD SHX Text G3

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100% FINAL CONSTRUCTION DOCUMENTS

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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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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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AutoCAD SHX Text K

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BVCS

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BEGIN VERTICAL CURVE STATION

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BVCE

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EVCS

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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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FES

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FLOOR CLEANOUT

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FCO

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WATER ELEVATION

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SECTION OR DETAIL

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NOTE BELOW

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IDENTIFICATION, SEE

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OR DETAIL IS SHOWN

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SHEET WHERE SECTION

AutoCAD SHX Text %%uNOTE:

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DETAILS ARE NUMBERED.

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SECTIONS ARE LETTERED AND

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REINFORCING STEEL

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RPP

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IDENTIFICATION SYMBOLS

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SECTION OR DETAIL

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SOME ABBREVIATIONS APPEARING ON THIS

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ON INDIVIDUAL DRAWINGS TAKE

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POWER POLE

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MOISTURE RESISTANT

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AutoCAD SHX Text E

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ENERGY

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HPG

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HIGH POINT GROUT

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CURB AND GUTTER

AutoCAD SHX Text C & G

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text B

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NON-FREEZE

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TDH

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TOTAL DYNAMIC HEAD

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TBM

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TEMPORARY BENCH MARK

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MG/L

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MILLIGRAMS PER LITER

AutoCAD SHX Text P

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DELTA (ANGLE)

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ADA

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AMERICANS WITH DISABILITIES ACT

AutoCAD SHX Text

ABOVE FINISHED FLOOR

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AFF

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BLOCKING

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BLKG

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BOTTOM OF

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BRICK, BREAK

AutoCAD SHX Text

BRK

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BETWEEN

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BTWN

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BUILT UP ROOFING

AutoCAD SHX Text

BUR

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CORR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CPT

AutoCAD SHX Text

CARPET

AutoCAD SHX Text

CERAMIC WALL TILE

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CWT

AutoCAD SHX Text

DRINKING FOUNTAIN

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DAMPPROOFING

AutoCAD SHX Text

DOOR

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DRAWING

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DWG

AutoCAD SHX Text

FILTER EFFLUENT

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text

FLASH

AutoCAD SHX Text

FIBERGLASS REINFORCED PLASTIC

AutoCAD SHX Text

FRP

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GYPSUM BOARD

AutoCAD SHX Text

GYP BD

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HOLLOW CORE

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HOLLOW METAL

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KILOWATT

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LAVATORY

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LAV

AutoCAD SHX Text

METAL

AutoCAD SHX Text

MTL

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PERIM

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PERIMETER

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REFINISHED

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REFIN

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PLASTIC LAMINATE

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PLAS LAM

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RUBBER BASE

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ROUND

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RND

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ROUGH OPENING

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REMOVE AND REPLACE

AutoCAD SHX Text R&R, R/R

AutoCAD SHX Text

SOLID CORE

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AutoCAD SHX Text T

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TREAD, TOP, TELEPHONE

AutoCAD SHX Text T&G

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TONGUE AND GROOVE

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TERRAZZO

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VIF

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VERIFY IN FIELD

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VCT

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VINYL COMPOSITION TILE

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WOOD

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WATER CLOSET

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DBL

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DOUBLE

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NEAR SIDE

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OPPOSITE

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POUNDS PER CUBIC FOOT

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PLF

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PCF

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OPP

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POUNDS PER LINEAL FOOT

AutoCAD SHX Text

TOP OF FOOTING

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TOP OF BEAM, TOP OF BANK

AutoCAD SHX Text

WORKING POINT, WATERPROOFING

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TOF

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TOB

AutoCAD SHX Text

BOF

AutoCAD SHX Text

CVR PLS

AutoCAD SHX Text d

AutoCAD SHX Text (E)

AutoCAD SHX Text

AutoCAD SHX Text b

AutoCAD SHX Text ld

AutoCAD SHX Text

AutoCAD SHX Text (N)

AutoCAD SHX Text ldh

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HOOKED BAR DEVELOPMENT LENGTH

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DEVELOPMENT LENGTH

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EPOXY COATED REINFORCING

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NEW

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FAR SIDE

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EXPANSION JOINT

AutoCAD SHX Text

BAR DIAMETER

AutoCAD SHX Text

COVER PLATES

AutoCAD SHX Text

BOTTOM OF FOOTING

AutoCAD SHX Text

ULTRAVIOLET

AutoCAD SHX Text V

AutoCAD SHX Text

VENT

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

GCO

AutoCAD SHX Text

GRADE CLEANOUT

AutoCAD SHX Text

TAN

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AutoCAD SHX Text T&B

AutoCAD SHX Text

TEL

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TECH

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TEMP

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THK

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THD`D

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NIC

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NPT

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NOM

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NTS

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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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OUTSIDE FACE

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TOM

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TOP

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TOPO

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TOS,TST

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TYP

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TRANSV

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TOW

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UBC

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UNO

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VCP

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WITH

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VTR

AutoCAD SHX Text W/

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W/O

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YARD

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WWTP

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WWF

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WTP

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NOTE:

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VERT

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PEP

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PJF

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PLYWD

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PEPP

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POB

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PRI

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PRESS

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PRCST

AutoCAD SHX Text

PRV

AutoCAD SHX Text

PSI

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PSF

AutoCAD SHX Text

PROP

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POLYETHYLENE PIPE

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text

PLAIN END

AutoCAD SHX Text

POINT OF CURVE

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PLATE

AutoCAD SHX Text

POINT OF BEGINNING

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PRESSURE REDUCING VALVE

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POUNDS PER SQUARE FOOT

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

PRIMARY

AutoCAD SHX Text

PROPERTY

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PREMOLDED JOINT FILLER

AutoCAD SHX Text

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

AutoCAD SHX Text

RCP

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RED

AutoCAD SHX Text

REBAR

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REINF

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REQD

AutoCAD SHX Text

REF, RE

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

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ROOF DRAIN, ROAD

AutoCAD SHX Text

REINFORCING BAR

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REFER, REFERENCE

AutoCAD SHX Text

REINFORCING, REINFORCE

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REQUIRED

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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

AutoCAD SHX Text

PSIG

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POLYETHYLENE PRESSURE PIPE

AutoCAD SHX Text

POLYVINYL CHLORIDE

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POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

POUNDS PER SQUARE INCH, GAUGE

AutoCAD SHX Text P

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

TOC

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

VITRIFIED CLAY PIPE

AutoCAD SHX Text

VERTICAL CURVE

AutoCAD SHX Text

VENT THROUGH PIPE

AutoCAD SHX Text

WATER TREATMENT PLANT

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WELDED WIRE FABRIC

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text

WIDE, WATER

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

THICK (NESS)

AutoCAD SHX Text

TOP OF CURB, CONCRETE

AutoCAD SHX Text

TOP OF MASONRY BLOCK

AutoCAD SHX Text

TOP OF PIPE

AutoCAD SHX Text

TOP OF STEEL

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

CATHODIC PROTECTION TEST STATION

AutoCAD SHX Text

UNIFORM BUILDING CODE

AutoCAD SHX Text

UNLESS NOTED OTHERWISE

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text

TOPOGRAPHY

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

TOP FACE

AutoCAD SHX Text

TEST HOLE

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

THRUST BLOCK

AutoCAD SHX Text

TOP AND BOTTOM

AutoCAD SHX Text

TOP OF CONCRETE

AutoCAD SHX Text

TEMPERATURE

AutoCAD SHX Text

TANGENT

AutoCAD SHX Text

TECHNICAL

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

TRANSVERSE

AutoCAD SHX Text

WATER STOP

AutoCAD SHX Text

PRECEDENCE OVER THIS SHEET.

AutoCAD SHX Text

RST

AutoCAD SHX Text

SAC

AutoCAD SHX Text

SCHED, SCH

AutoCAD SHX Text

SCADA

AutoCAD SHX Text S

AutoCAD SHX Text

SECT

AutoCAD SHX Text

SED

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SH, SHT

AutoCAD SHX Text

SMD

AutoCAD SHX Text

SPD

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SPACE, SPACES

AutoCAD SHX Text

SEE ELECTRICAL DRAWINGS

AutoCAD SHX Text

SEE MECHANICAL DRAWINGS

AutoCAD SHX Text

SEE PROCESS DRAWINGS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SEWER, SLOPE

AutoCAD SHX Text

RAW WATER

AutoCAD SHX Text

REINFORCED POLYPROPYLENE

AutoCAD SHX Text

SQ,

AutoCAD SHX Text

SPEC'D

AutoCAD SHX Text

SQ FT, SF

AutoCAD SHX Text

SQ IN

AutoCAD SHX Text

SSD

AutoCAD SHX Text

SST

AutoCAD SHX Text

STD

AutoCAD SHX Text

STA

AutoCAD SHX Text

STRUCT

AutoCAD SHX Text

SYMM

AutoCAD SHX Text

STL

AutoCAD SHX Text

SQUARE FOOT

AutoCAD SHX Text

SQUARE INCH

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

STRUCTURE, STRUCTURAL

AutoCAD SHX Text

SEE STRUCTURAL DRAWINGS

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STANDARD

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SYMMETRICAL

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STEEL

AutoCAD SHX Text

SPECIFIED

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SQUARE

AutoCAD SHX Text

SPEC

AutoCAD SHX Text

SPECIFICATIONS

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SUPERVISORY CONTROL AND DATA ACQUISITION

AutoCAD SHX Text

SUSPENDED ACOUSTICAL CEILING

AutoCAD SHX Text

THIS IS A STANDARD SHEET. THEREFORE,

AutoCAD SHX Text

SHEET MAY NOT BE USED. ABBREVIATIONS

AutoCAD SHX Text

ROW, R/W

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

EXPOSED

AutoCAD SHX Text

EACH WAY

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EXPANSION MATERIAL

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

FLEXIBLE COUPLING

AutoCAD SHX Text

FLANGED COUPLING ADAPTER

AutoCAD SHX Text

EXP JT

AutoCAD SHX Text

EXP MTL

AutoCAD SHX Text

EXP

AutoCAD SHX Text

EXT

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FCA

AutoCAD SHX Text

FDN

AutoCAD SHX Text

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

AutoCAD SHX Text

HEADER

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HEIGHT

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HORIZONTAL

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HORSEPOWER

AutoCAD SHX Text

HOSE BIB

AutoCAD SHX Text

HUB DRAIN, HEAD

AutoCAD SHX Text

HARDWARE

AutoCAD SHX Text

HEIGHT, HIGH

AutoCAD SHX Text

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

AutoCAD SHX Text G

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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

AutoCAD SHX Text H

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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

AutoCAD SHX Text c

AutoCAD SHX Text L

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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

AutoCAD SHX Text

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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AutoCAD SHX Text L

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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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AutoCAD SHX Text C

AutoCAD SHX Text D

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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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AutoCAD SHX Text X

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SCALE

AutoCAD SHX Text A

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text X

AutoCAD SHX Text A

AutoCAD SHX Text X

AutoCAD SHX Text

DETAIL

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AutoCAD SHX Text X

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SCALE

AutoCAD SHX Text A

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HYDRAULIC GRADE LINE

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HGL

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ZINC ORTHOPHOSPHATE SOLUTION

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ZOS

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HORIZONTAL DIRECTIONAL DRILL

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HDD

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LIFT STATION

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FORCEMAIN

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COR

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CONTRACTING OFFICER'S REPRESENTATIVE

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ROOM

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RIGHT HAND

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SFM

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SEWAGE FORCE MAIN

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SCFM

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STANDARD CUBIC FEET PER MINUTE

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STAINLESS STEEL PIPE

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HIGH DENSITY POLYETHERLENE PIPE

HDPE

PIPE MATERIAL SPECIFICATION SECTION

HDPE 33 30 35

SS 33 30 38

AutoCAD SHX Text IMAGES: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\ROB SEAL FOR WAWONA CAMPROUND.JPG; 3/22/19 08:30 JIR85490 R22 P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\GEN\G4 GENERAL NOTE AND PIPE SCHEDULE.DWG XREFS: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\XA-DESIGN DRAFT.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

AutoCAD SHX Text

PIPE SCHEDULE

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AutoCAD SHX Text 137,604

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DWC

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AJJ

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RJA

AutoCAD SHX Text 3/19/19

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REPLACE CAMPGROUND SEPTIC SYSTEM

AutoCAD SHX Text

WAWONA, YOSEMITE NATIONAL PARK

AutoCAD SHX Text

YOSE 197065B&C

AutoCAD SHX Text G4

AutoCAD SHX Text

100% FINAL CONSTRUCTION DOCUMENTS

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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

AutoCAD SHX Text

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

AutoCAD SHX Text

B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION,

AutoCAD SHX Text

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

AutoCAD SHX Text

CONTRACTING OFFICER A MINIMUM OF FIFTEEN (15) WORKING DAYS PRIOR TO

AutoCAD SHX Text

OFFICER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE

AutoCAD SHX Text

WORK SCHEDULE HAS BEEN REVIEWED AND APPROVED BY THE CONTRACTING

AutoCAD SHX Text

CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND

AutoCAD SHX Text

SCHEDULING ANY CONNECTIONS. THE REQUEST SHALL OUTLINE THE

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

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

AutoCAD SHX Text

EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR

AutoCAD SHX Text

SHALL MAKE SUCH INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND

AutoCAD SHX Text

COMPLETENESS.

AutoCAD SHX Text

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

AutoCAD SHX Text

NATIONAL PARK SERVICE.

AutoCAD SHX Text

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.

AutoCAD SHX Text

NOTIFY THE CONTRACTING OFFICER IN WRITING WITH THE CONFLICT'S

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CAUSE CONSTRUCTION DELAYS. IF THERE IS A CONFLICT, IMMEDIATELY

AutoCAD SHX Text

LOCATION, ELEVATION, UTILITY TYPE, AND SIZE.

AutoCAD SHX Text

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

AutoCAD SHX Text

TO EXISTING UTILITIES. THE EXPLORATORY EXCAVATION SHALL BE

AutoCAD SHX Text

PROPOSED WORK CROSSES, CONNECTS TO, OR RUNS ADJACENT

AutoCAD SHX Text

12. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE

AutoCAD SHX Text

AND SUB-SURFACE FEATURES PRIOR TO CONSTRUCTION. ANY FEATURES

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE IMMEDIATELY BROUGHT TO

AutoCAD SHX Text

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

AutoCAD SHX Text

THE CONTRACTING OFFICER'S ATTENTION.

AutoCAD SHX Text

FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.

AutoCAD SHX Text

2. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED.

AutoCAD SHX Text

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

AutoCAD SHX Text

PIPE SCHEDULE

AutoCAD SHX Text

HIGHWAY STANDARD SPECIFICATIONS, SEE DETAIL 3/C32.

AutoCAD SHX Text

FOR VALVES AND FITTINGS, IN ACCORDANCE WITH DET 1/C30.

AutoCAD SHX Text

15. RESTRAIN FITTINGS WITH THRUST BLOCKS AND PROVIDE MECHANICAL RESTRAINTS

AutoCAD SHX Text

16. TEST ALL LINES IN ACCORDANCE WITH SPECIFICATIONS.

AutoCAD SHX Text

PIPE CROSSING NOTES

AutoCAD SHX Text

1. WATER MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 5 FEET WATER MAINS SHALL BE PLACED WITH A MINIMUM SEPARATION OF 5 FEET HORIZONTALLY FROM SANITARY SEWER AND FORCEMAIN. AT CROSSINGS, THERE SHALL BE 1 FOOT OF SEPARATION BETWEEN WATER PIPE AND SEWER FORCE MAIN CONCRETE ENCASEMENT.

AutoCAD SHX Text

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.

AutoCAD SHX Text

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

AutoCAD SHX Text

3. 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.

AutoCAD SHX Text 9.

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. IF ACCEPTABLE TO UTILITY OWNER. REPAIRS MAYBE MADE DIRECTLY BY THE CONTRACTOR.

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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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1. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS..

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OFFICER MUST BE NOTIFIED FOR APPROVAL.

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WILL CREATE ADDITIONAL HIGH OR LOW POINTS, THE NPS CONTRACTING

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CONTRACTOR DESIRES ANY CHANGES TO SLOPES OF PIPES THAT

17. INSTALL FORCEMAIN AND WATER LINE TO GRADE SHOWN. IF THE

Plotted: 3/22/2019 8:42 AM - By: JIR85490 - R17.1 - File: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\GEN\G5 SURVEY CONTROL INDEX.dwg

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WAWONA CAMPGROUND AREA SEE CONTROL SHT G6G6

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SCALE OF FEET

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AutoCAD SHX Text HIGHWAY 41 (WAWONA RD) BETWEEN CAMPGROUND ENTRANCE AND CHILNUALNA RD SEE CONTROL SHT G7 G7

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LOOP C

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LOOP B

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LOOP A

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SOUTH FORK MERCED RIVER

AutoCAD SHX Text

HIGHWAY 41 (WAWONA RD)

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HIGHWAY 41 (WAWONA RD)

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CHILNUALNA RD

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TITLE OF SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

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PMIS

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SUB SHEET NO.

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TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SURVEY CONTROL INDEX

AutoCAD SHX Text

AutoCAD SHX Text 137,604

AutoCAD SHX Text

AJJ

AutoCAD SHX Text

AutoCAD SHX Text 3/19/19

AutoCAD SHX Text

REPLACE CAMPGROUND SEPTIC SYSTEM

AutoCAD SHX Text

WAWONA, YOSEMITE NATIONAL PARK

AutoCAD SHX Text

YOSE 197065B&C

AutoCAD SHX Text G5

AutoCAD SHX Text

GOLF COURSE

AutoCAD SHX Text

WATER TREATMENT PLANT

AutoCAD SHX Text

WASTEWATER TREATMENT PLANT

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100% FINAL CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 6"

AutoCAD SHX Text

BIV10

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(BIV11 ASSUMED LOCATION)

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BIV12

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AV3

AutoCAD SHX Text 1 1/2"

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NURSERY

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BIV9

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CIII1

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AV2

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CIII2

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AV1

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(BIV7 ASSUMED LOCATION)

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(E) 6" PIPELINE, CONTRACTOR TO VERIFY LOCATION

AutoCAD SHX Text 2"

AutoCAD SHX Text

BIII1

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AIII1

AutoCAD SHX Text 2 1/2"

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SOUTH FORK

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MERCED RIVER

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BIII2

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BV4

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BV3

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AV4

AutoCAD SHX Text 2"

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MASTER CONTROLLER

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BOOSTER PUMP STA (SEE SH M53)

AutoCAD SHX Text

BV2

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BV1

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AV5

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BIII3

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CIII

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CIII6

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CIII5

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BV8

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BVI1

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BV7

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CIII4

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BV6

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BVI2

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BIII4

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BIII5

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BIII6

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BVI3

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BVI0

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AII1

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(E) CONC THRUST BLOCK

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(E) 6" COUPLING

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PREVIOUS (E) 6" INTERIM WATER LINE IN (E) DIRT ROAD

AutoCAD SHX Text

BIII6

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BIII7

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(E) 6" ABANDONED

AutoCAD SHX Text 6"

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BIII3

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

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BV5

AutoCAD SHX Text 10 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2"

AutoCAD SHX Text

BIII8

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BIII9

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BIII10

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BV9

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BVII

AutoCAD SHX Text 8"

AutoCAD SHX Text

BVI4

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AIII2

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AutoCAD SHX Text 6"

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BIV3

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BIV4

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BIV5

AutoCAD SHX Text 8"

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BIV2

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AIV6

AutoCAD SHX Text 6"

AutoCAD SHX Text 2 1/2"

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AIV4

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AIV5

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AIV2

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AIV3

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AIV

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BIV

AutoCAD SHX Text 1 1/4"

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BIV1

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AIII

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BIII

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BVI5

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AIII3

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BII11

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BII10

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AIII4

AutoCAD SHX Text

AIV1

AutoCAD SHX Text 2"

AutoCAD SHX Text

BIII11

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CII4

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BIII12

AutoCAD SHX Text

BVI6

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BII9

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text

AII4

AutoCAD SHX Text

AII3

AutoCAD SHX Text

AII

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BII

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BVI

AutoCAD SHX Text

CII

AutoCAD SHX Text

CII3

AutoCAD SHX Text

BVI7

AutoCAD SHX Text

CII2

AutoCAD SHX Text

CII1

AutoCAD SHX Text

AII2

AutoCAD SHX Text

BII8

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

AII5

AutoCAD SHX Text

BII7

AutoCAD SHX Text

AII6

AutoCAD SHX Text

CI1

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CI2

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

BII6

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

BII5

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BII4

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BII3

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BII2

AutoCAD SHX Text

BI1

AutoCAD SHX Text 6"

AutoCAD SHX Text

BI2

AutoCAD SHX Text

BI3

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

CI3

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BI4

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CI4

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CI5

AutoCAD SHX Text

CI10

AutoCAD SHX Text

BII1

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text

BI10

AutoCAD SHX Text

CI9

AutoCAD SHX Text

CI6

AutoCAD SHX Text 6"

AutoCAD SHX Text

CI7

AutoCAD SHX Text

BI5

AutoCAD SHX Text

BI6

AutoCAD SHX Text

CI8

AutoCAD SHX Text

BI7

AutoCAD SHX Text 2"

AutoCAD SHX Text

AI5

AutoCAD SHX Text

AI1

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AI3

AutoCAD SHX Text

AI2

AutoCAD SHX Text

AI4

AutoCAD SHX Text

BI9

AutoCAD SHX Text

BI8

AutoCAD SHX Text

BIV6

AutoCAD SHX Text

BIV8

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

AutoCAD SHX Text

STOP

AutoCAD SHX Text

GAS

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GAS

AutoCAD SHX Text S

AutoCAD SHX Text 6"

AutoCAD SHX Text

BIV10

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(BIV11 ASSUMED LOCATION)

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BIV12

AutoCAD SHX Text

AV3

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

NURSERY

AutoCAD SHX Text

BIV9

AutoCAD SHX Text

CIII1

AutoCAD SHX Text

AV2

AutoCAD SHX Text

CIII2

AutoCAD SHX Text

AV1

AutoCAD SHX Text

(BIV7 ASSUMED LOCATION)

AutoCAD SHX Text

(E) 6" PIPELINE, CONTRACTOR TO VERIFY LOCATION

AutoCAD SHX Text 2"

AutoCAD SHX Text

BIII1

AutoCAD SHX Text

AIII1

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

SOUTH FORK

AutoCAD SHX Text

MERCED RIVER

AutoCAD SHX Text

BIII2

AutoCAD SHX Text 2"

AutoCAD SHX Text

BV4

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BV3

AutoCAD SHX Text

AV4

AutoCAD SHX Text 2"

AutoCAD SHX Text

MASTER CONTROLLER

AutoCAD SHX Text

BOOSTER PUMP STA (SEE SH M53)

AutoCAD SHX Text

BV2

AutoCAD SHX Text

BV1

AutoCAD SHX Text

AV5

AutoCAD SHX Text

BIII3

AutoCAD SHX Text

CIII

AutoCAD SHX Text

CIII6

AutoCAD SHX Text

CIII5

AutoCAD SHX Text

BV8

AutoCAD SHX Text

BVI1

AutoCAD SHX Text

BV7

AutoCAD SHX Text

CIII4

AutoCAD SHX Text

BV6

AutoCAD SHX Text

BVI2

AutoCAD SHX Text

BIII4

AutoCAD SHX Text

BIII5

AutoCAD SHX Text

BIII6

AutoCAD SHX Text

BVI3

AutoCAD SHX Text

BVI0

AutoCAD SHX Text

AII1

AutoCAD SHX Text

(E) CONC THRUST BLOCK

AutoCAD SHX Text

(E) 6" COUPLING

AutoCAD SHX Text

PREVIOUS (E) 6" INTERIM WATER LINE IN (E) DIRT ROAD

AutoCAD SHX Text

BIII6

AutoCAD SHX Text

BIII7

AutoCAD SHX Text

(E) 6" ABANDONED

AutoCAD SHX Text 6"

AutoCAD SHX Text

BIII3

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

BV5

AutoCAD SHX Text 10 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2"

AutoCAD SHX Text

BIII8

AutoCAD SHX Text

BIII9

AutoCAD SHX Text

BIII10

AutoCAD SHX Text

BV9

AutoCAD SHX Text

BVII

AutoCAD SHX Text 8"

AutoCAD SHX Text

BVI4

AutoCAD SHX Text

AIII2

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

BIV3

AutoCAD SHX Text

BIV4

AutoCAD SHX Text

BIV5

AutoCAD SHX Text 8"

AutoCAD SHX Text

BIV2

AutoCAD SHX Text

AIV6

AutoCAD SHX Text 6"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text

AIV4

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BI8

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BIV6

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BIV8

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5,14 TEE

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9,18 TEE

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GREEN 7,16

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1,10 TEE

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1,10 TEE

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1,10 GREEN

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2,11 GREEN

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3,12 TEE

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2,11 TEE

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2,11 TEE

Plotted: 3/22/2019 8:42 AM - By: JIR85490 - R17.1 - File: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\GEN\G6 SURVEY CONTROL WAWONA CAMPGROUND AREA.dwg

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SCALE OF FEET

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WAWONA CAMPGROUND AREA

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LEGEND & ABBREVIATIONS

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IRON PIPE

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FOUND

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CONTROL CAP

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YELLOW PLASTIC CAP MARKED "SURVEY CONTROL"

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SET CONTROL POINT

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FOUND CONTROL POINT

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LOOP C

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LOOP B

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LOOP A

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HIGHWAY 41 (WAWONA RD)

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SOUTH FORK MERCED RIVER

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HIGHWAY 41 (WAWONA RD)

AutoCAD SHX Text NOTES 1. THE COORDINATES LISTED IN THE "POINT TABLE" ARE TIED TO THE COORDINATES LISTED IN THE "POINT TABLE" ARE TIED TO NATIONAL PARK SERVICE CONTROL MONUMENTS (HOR-NAD27-NGVD29). PROJECT POINT ID NPS POINT ID NPS POINT ID 10 WA-10 WA-10 WA-10 128 WA-28 WA-28 134 WA-34 WA-34 224 WA-31 WA-31 2. POINTS 10, 128, 134 AND 224 REPRESENT POINTS FOUND POINTS 10, 128, 134 AND 224 REPRESENT POINTS FOUND USING RECOVERY TIES RECEIVED FROM THE PARK SERVICE. POINT 10 WAS HELD FOR VERTICAL AND HORIZONTAL CONTROL. THE REMAINING FOUND POINTS WERE OBSERVED AS CHECKS BUT OBSERVED (NOT RECORD) COORDINATES ARE DISPLAYED HEREON FOR SAKE OF THIS SURVEY. 3. CONTROL POINTS WERE ESTABLISHED IN GROUND COORDINATES CONTROL POINTS WERE ESTABLISHED IN GROUND COORDINATES BUT WERE SCALED TO GRID.

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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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SURVEY CONTROL

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WAWONA CAMPGROUND

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AREA

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AutoCAD SHX Text 137,604

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AJJ

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AutoCAD SHX Text 3/19/19

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REPLACE CAMPGROUND SEPTIC SYSTEM

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WAWONA, YOSEMITE NATIONAL PARK

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YOSE 197065B&C

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100% FINAL CONSTRUCTION DOCUMENTS

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STOP

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STOP

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GAS

Plotted: 3/22/2019 8:43 AM - By: JIR85490 - R17.1 - File: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\GEN\G7 SURVEY CONTROL HIGHWAY 41.dwg

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HIGHWAY 41 (WAWONA RD) BETWEEN CAMPGROUND ENTRANCE AND CHILNUALNA RD

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SCALE OF FEET

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LEGEND & ABBREVIATIONS

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IRON PIPE

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FOUND

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CONTROL CAP

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YELLOW PLASTIC CAP MARKED "SURVEY CONTROL"

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SET CONTROL POINT

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FOUND CONTROL POINT

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WAWONA CAMPGROUND ENTRANCE

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HIGHWAY 41 (WAWONA RD)

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WAWONA MAIN CENTRAL LIFT STATION

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CHILNUALNA RD

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HIGHWAY 41 (WAWONA RD)

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SOUTH FORK MERCED RIVER

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LOOP A

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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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SURVEY CONTROL

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HIGHWAY 41

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AutoCAD SHX Text 137,604

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DWC

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AJJ

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RJA

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REPLACE CAMPGROUND SEPTIC SYSTEM

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WAWONA, YOSEMITE NATIONAL PARK

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YOSE 197065B&C

AutoCAD SHX Text G7

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100% FINAL CONSTRUCTION DOCUMENTS

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STOP

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STOP

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STOP

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GAS

WASTEWATER CONVEYANCE SYSTEM SCHEMATIC

DESIGN CRITERIA

AutoCAD SHX Text IMAGES: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\ROB SEAL FOR WAWONA CAMPROUND.JPG; 3/22/19 08:44 JIR85490 R22 P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\GEN\G8 SCHEMATIC.DWG XREFS: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\XA-DESIGN DRAFT.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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WASTEWATER CONVEYANCE

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SYSTEM SCHEMATIC

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AND DESIGN CRITERIA

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AutoCAD SHX Text 137,604

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DWC

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AJJ

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RJA

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REPLACE CAMPGROUND SEPTIC SYSTEM

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WAWONA, YOSEMITE NATIONAL PARK

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YOSE 197065B&C

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LOOP A LS

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EXISTING MAIN CENTRAL LIFT STATION

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A1 CS

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A2 CS

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FUTURE

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LOOP C LS

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C1 CS

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C3 CS

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6" GRAVITY SEWER

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6" GRAVITY SEWER

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LOOP B LS

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C2 CS

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TEXAS FLAT NEW FLUSH TOILETS (FUTURE LS)

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INTERMEDIATE HIGH POINT ARV

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INTERMEDIATE HIGH POINT ARV

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EXISTING COMFORT STATION

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LIFT STATION

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FORCE MAIN

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GRAVITY SEWER

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LEGEND

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6" GRAVITY SEWER

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6" GRAVITY SEWER

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6" GRAVITY SEWER

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2" FM 1.2-1.5 FPS

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X"FM

AutoCAD SHX Text LOOP A LIFT STATION DESIGN CRITERIA AVERAGE FLOW 1.25 GPM 1.25 GPM PEAK HOUR FLOW 5 GPM 5 GPM PUMP CONFIGURATION DUTY / STANDBY DUTY / STANDBY DUTY POINT WHEN OPERATING ALONE 13.6 GPM @ 52.5 FT TDH 13.6 GPM @ 52.5 FT TDH DUTY POINT WITH ALL LIFT STATIONS IN OPERATION 11.8 GPM @ 100 FT TDH 11.8 GPM @ 100 FT TDH DEPTH OF WET WELL 12.8 FT12.8 FT

AutoCAD SHX Text LOOP B LIFT STATION DESIGN CRITERIA AVERAGE FLOW 0.63 GPM 0.63 GPM PEAK HOUR FLOW 2.5 GPM 2.5 GPM PUMP CONFIGURATION DUTY / STANDBY DUTY / STANDBY DUTY POINT WHEN OPERATING ALONE 12.2 GPM @ 90 FT TDH 12.2 GPM @ 90 FT TDH DUTY POINT WITH ALL LIFT STATIONS IN OPERATION 9.9 GPM @ 150 FT TDH 9.9 GPM @ 150 FT TDH DEPTH OF WET WELL 10.5-FT 10.5-FT

AutoCAD SHX Text LOOP C LIFT STATION DESIGN CRITERIA AVERAGE FLOW 2.5 GPM 2.5 GPM PEAK HOUR FLOW 10 GPM 10 GPM PUMP CONFIGURATION DUTY / STANDBY DUTY / STANDBY DUTY POINT WHEN OPERATING ALONE 10.75 GPM @ 125 FT TDH 10.75 GPM @ 125 FT TDH DUTY POINT WITH ALL LIFT STATIONS IN OPERATION 8.75 GPM @ 185 FT TDH 8.75 GPM @ 185 FT TDH DEPTH OF WET WELL 17.3-FT17.3-FT

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100% FINAL CONSTRUCTION DOCUMENTS

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2" FM 1.5-1.7 FPS

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2" FM 1.1-1.3 FPS

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2" FM 1.2-2.7 FPS

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3" FM 0.5-1.8 FPS

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ISOLATION VALVE (NORMALLY OPEN)

AutoCAD SHX Text FORCE MAIN FLUSHING PROTOCAL PERFORM THE FOLLOWING PROTOCOL ONCE PER QUARTER (ADJUSTABLE BASED ON RESULTS): 1. SET ALL (6) PUMPS AT LOOP A, B & C LIFT STATIONS TO OFF. 2. FLUSH PROTOCOL ESTIMATED TO TAKE 3-4 HRS. COMFORT STATIONS CAN REMAIN OPEN. 3. START AT LOOP C, MOVE TO LOOP B AND END AT LOOP A. 4. LOOP C - FLUSH 2-IN FM SECTION FROM LOOP C LIFT STATION TO LOOP B LIFT STATION ( 350GAL) AS FOLLOWS: a. CONNECT HOSE TO 2-IN QUICK-COUPLING LOCATED IN UTILITY ROOM OF COMFORT STATION C2 AND FILL LOOP C LIFT STATION WET WELL TO TOP OF SEWER TEE. b. SET BOTH PUMPS AT LOOP C LIFT STATION TO ON. PUMPS WILL STOP AUTOMATICALLY AT LOW FLOAT SET-POINT. THIS WILL FLUSH THE FM SECTION WITH 350G AT 2.5 FT/S. c. SET BOTH PUMPS TO OFF. 5. LOOP B - FLUSH 2-IN FM SECTION FROM LOOP B LIFT STATION TO LOOP A LIFT STATION ( 200G) AS FOLLOWS: a. CONNECT HOSE TO 2-IN QUICK-COUPLING LOCATED IN UTILITY ROOM OF COMFORT STATION B AND FILL LOOP B LIFT STATION WET WELL TO TOP OF SEWER TEE. b. SET BOTH PUMPS AT LOOP B LIFT STATION TO ON. PUMPS WILL STOP AUTOMATICALLY AT LOW FLOAT SET-POINT. THIS WILL FLUSH THE FM SECTION WITH 750G AT 2.5 FT/S. 6. LOOP A - FLUSH 3-IN FM SECTION FROM LOOP A LIFT STATION TO MAIN CENTRAL LIFT STATION ( 1,500G) AS FOLLOWS: a. CONNECT HOSE TO YARD HYDRANT LOCATED ADJACENT TO LOOP A LIFT STATION AND FILL LOOP A LIFT STATION WET WELL TO TOP OF SEWER TEE. b. FILL LOOP B LIFT STATION WET WELL TO TOP OF SEWER TEE. c. SET BOTH PUMPS AT LOOP A LIFT STATION AND BOTH PUMPS AT LOOP B LIFT STATION TO ON CONCURRENTLY. PUMPS WILL STOP AUTOMATICALLY AT LOW FLOAT SET-POINT. THIS WILL FLUSH THE FM SECTION WITH 1500G AT 2.5 FT/S. 7. SET ALL (6) PUMPS AT LOOP A, B & C LIFT STATIONS BACK TO AUTO MODE.

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INTERMEDIATE HIGH POINT ARV

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FT/SEC

FPS

IMAGES: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\ROB SEAL FOR WAWONA CAMPROUND.JPG; 3/20/19 08:16 JIR85490 R22 P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\CIVIL\C1.DWG XREFS: P:\391012MM02-WAWONA CAMPGROUND\0-YOSE\197605\DRAWINGS\BASE\XA-DESIGN DRAFT.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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AutoCAD SHX Text 137,604

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DWC

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AJJ

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RJA

AutoCAD SHX Text 3/19/19

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REPLACE CAMPGROUND SEPTIC SYSTEM

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WAWONA, YOSEMITE NATIONAL PARK

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YOSE 197065B&C

AutoCAD SHX Text C1

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100% FINAL CONSTRUCTION DOCUMENTS

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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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