Attachment_C_Project_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Septic Systems Replacement, Telnet and Cant Ranch Federal contract opportunity
- Solicitation number
- 140P8321Q0050
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_E_Forms_to_Return_with_Quote.docx | DOCX document | |
| Attachment_B_Project_Specifications-_Division_2.pdf | ||
| Attachment_A_Project_Specifications_-_Division_1.pdf | ||
| Sol_140P8321Q0050.pdf | ||
| Attachment_D_DOL_Wage_Determination.pdf |
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SHEET INDEX
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SHEEP ROCK UNIT
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ROCK
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BLUE
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BASIN
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WHEELER COUNTY
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GRANT COUNTY
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SHEEP
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ROCK
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TO MITCHELL
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(31 MILES)
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JOHN DAY
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RIVER
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SHEEP ROCK UNIT
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PARK HEADQUARTERS
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CANT RANCH HOUSE
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SHEEP
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OVERLOOK
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WHEELER COUNTY
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GRANT COUNTY
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SHEEP
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ROCK
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240 ACRES
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CREEK
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ROCK
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TO DAYVILLE (7 MILES)
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& JOHN DAY (38 MILES)
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THOMAS CONDON PALEO.
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CENTER
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BEND
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REDMOND
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PRINEVILLE
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PENDLETON
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CONDON
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FOSSIL
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SHANIKO
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ANTELOPE
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JOHN DAY FOSSIL
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BEDS NATIONAL
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MONUMENT
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DAYVILLE
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JOHN DAY
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MT. VERNON
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MITCHELL
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CLARNO
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UNIT
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SHEEP ROCK
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UNIT
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PAINTED
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HILLS
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THE
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DALLES
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WASHINGTON
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OREGON
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COLUMBIA R.
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BEND
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REDMOND
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PRINEVILLE
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PENDLETON
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CONDON
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FOSSIL
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SHANIKO
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ANTELOPE
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JOHN DAY FOSSIL
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BEDS NATIONAL
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MONUMENT
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DAYVILLE
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JOHN DAY
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MT. VERNON
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MITCHELL
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CLARNO
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UNIT
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SHEEP ROCK
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UNIT
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PAINTED
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HILLS
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UNIT
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THE
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DALLES
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WASHINGTON
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OREGON
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COLUMBIA R.
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JOHN DAY RIVER
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CANT RANCH HOUSE
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THOMAS CONDON
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PALEONTOLOGY CENTER
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PARK HEADQUARTERS
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SHEEP ROCK
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OVERLOOK
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SCALE OF MILES
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SCALE OF KILOMETERS
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SCALE OF MILES
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NATIONAL MONUMENT
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INFORMATION CENTER
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PARKING
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RESTROOMS
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PICNIC AREA
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LEGEND
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CREEK
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UNPAVED ROAD
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VISITOR CENTER
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COUNTY LINE
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PARK BOUNDARY
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PAVED ROAD
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OREGON
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ENLARGED SITE MAP
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NO SCALE
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JOHN DAY FOSSIL BEDS
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VICINITY MAP WITHIN
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UNITED STATES
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DEPARTMENT OF THE INTERIOR
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DENVER SERVICE CENTER
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NATIONAL PARK SERVICE
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SHEET
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DRAWING NO.
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OF
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LOCATION WITHIN PARK
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NAME OF PARK
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REGION
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COUNTY
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TITLE OF PROJECT
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STATE
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PKG.
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NO.
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CONSTRUCTION DRAWINGS
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PACIFIC WEST
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GRANT
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OREGON
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REHABILITATE THE CANT RANCH
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SHEEP ROCK UNIT
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JOHN DAY FOSSIL BEDS NATIONAL MONUMENT
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SEPTIC SYSTEM
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AND TELENET BUILDING
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PROJECT NO. JODA 213 419
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PROJECT LOCATION
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PROJECT LOCATION
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SHEET SUBSHEET TITLE OF SHEET
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1 COVER
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2 G1 LEGEND, IDENTIFICATION SYMBOLS
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5 C1 SEPTIC SYSTEM SITE PLAN
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7 C3 SEPTIC SYSTEM DRAIN FIELD PLAN
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8 C4 SEPTIC SYSTEM DETAILS
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9 C5 SEPTIC SYSTEM DETAILS
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3 G2 GENERAL NOTES
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4 G3 EXISTING SITE SURVEY
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AND ABBREVIATIONS
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6 C2 SEPTIC SYSTEM PROFILES
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CANT RANCH HOUSE
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TELENET BUILDING
100%%% FINAL
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LEGEND
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TITLE OF SHEET
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OF
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SHEET
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PKG.
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NO.
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DATE:
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TECH. REVIEW:
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DESIGNED:
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DRAWING NO.
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LEGEND,
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IDENTIFICATION SYMBOLS
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AND ABBREVIATIONS
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R.MITCHELL
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M.ROGERS
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J.KEY
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CANT RANCH AND TELENET BUILDING
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JOHN DAY FOSSIL BEDS NATIONAL MONUMENT
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AutoCAD SHX Text 11/24/20 08:49 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.004 - JODA - REHAB CANT RANCH SEPTIC\ACAD\JODA\213419\DRAWINGS\DISCIPLINE\GEN\G1 LEGEND ABBV.DWG
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K KILOMETER KILOMETER KW KILOWATTKILOWATT
AutoCAD SHX Text W WATER OR WEST WATER OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WV WATER VALVE WATER VALVE WWF WELDED WIRE FABRIC WELDED WIRE FABRIC X USED AS A VARIABLE USED AS A VARIABLE XING CROSSING CROSSING YD YARDYARD
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UG UNDERGROUND UNDERGROUND UPC UNIFORM PLUMBING CODEUNIFORM PLUMBING CODE
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THD THREAD THREAD TV CABLE TELEVISION CABLE TELEVISION TYP TYPICALTYPICAL
AutoCAD SHX Text SECT SECTION SECTION SF SQUARE FOOT OR FEET SQUARE FOOT OR FEET SQ SQUARE SQUARE SQFT SQUARE FOOT OR FEET SQUARE FOOT OR FEET SS SANITARY SEWER OR SANITARY SEWER OR STAINLESS STEEL SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STA STATION STATION STD STANDARD STANDARD SY SQUARE YARDSSQUARE YARDS
AutoCAD SHX Text R RADIUS RADIUS RDCR REDUCER REDUCER RPA ROBERT PECCIA ROBERT PECCIA & ASSOCIATES RT RIGHTRIGHT
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PE PLAIN END PLAIN END PH PHONE PHONE PLCS PLACES PLACES PROP PROPOSEDPROPOSED
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OC ON CENTER ON CENTER OD OUTSIDE DIAMETEROUTSIDE DIAMETER
AutoCAD SHX Text N NORTH NORTH N.I.C. NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER NPT NATIONAL PIPE THREAD NATIONAL PIPE THREAD NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTS NOT TO SCALENOT TO SCALE
AutoCAD SHX Text MAX MAXIMUM MAXIMUM MC MECHANICAL COUPLING MECHANICAL COUPLING MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MJ MECHANICAL JOINTMECHANICAL JOINT
AutoCAD SHX Text LB(S) POUND(S) POUND(S) LF LINEAL FOOT OR LINEAL FOOT OR LINEAR FEET LP LOW POINT LOW POINT LT LEFTLEFT
AutoCAD SHX Text ID INSIDE DIAMETER INSIDE DIAMETER IN INCH INCH INFO INFORMATION INFORMATION INV INVERTINVERT
AutoCAD SHX Text HDPE HIGH DENSITY POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINTHIGH POINT
AutoCAD SHX Text CARV COMBINATION AIR RELEASE VALVE COMBINATION AIR RELEASE VALVE CATV CABLE TELEVISION CABLE TELEVISION CF CUBIC FEET CUBIC FEET CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CIP CAST-IN-PLACE CAST-IN-PLACE CL CENTERLINE CENTERLINE CLR CLEAR CLEAR CO CONTRACTING OFFICER CONTRACTING OFFICER CONC CONCRETE CONCRETE CP CONTROL POINT CONTROL POINT CPLG COUPLING COUPLING CV CHECK VALVE CHECK VALVE CY CUBIC YARDSCUBIC YARDS
AutoCAD SHX Text BF BLIND FLANGE OR BUTT FUSED BLIND FLANGE OR BUTT FUSED BLDG BUILDING BUILDING BV BALL VALVEBALL VALVE
AutoCAD SHX Text & AND AND @ AT AT AB ANCHOR BOLT ANCHOR BOLT ADJ ADJUST OR ADJUSTABLE ADJUST OR ADJUSTABLE ANC ANCHOR ANCHOR ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE, APPROXIMATELY APPROXIMATE, APPROXIMATELY ARV AIR RELEASE VALVE AIR RELEASE VALVE AWWA AMERICAN WATER WORKS AMERICAN WATER WORKS ASSOCIATION
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DETAIL NAME
AutoCAD SHX Text G GAS GAS GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GPD GALLONS PER DAY GALLONS PER DAY GPM GALLONS PER MINUTE GALLONS PER MINUTE GPS GLOBAL POSITIONING SYSTEM GLOBAL POSITIONING SYSTEM OR GALLONS PER SECOND GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE GTD GRADE TO DRAIN GRADE TO DRAIN GV GATE VALVEGATE VALVE
AutoCAD SHX Text FCA FLANGED COUPLING ADAPTER FLANGED COUPLING ADAPTER FF FINISHED FLOOR FINISHED FLOOR FG FINISH GRADE FINISH GRADE FL FLANGE FLANGE FO FIBER OPTIC FIBER OPTIC FS FINISHED SURFACE FINISHED SURFACE FT FOOT OR FEETFOOT OR FEET
AutoCAD SHX Text EA EACH EACH EG EXISTING GRADE EXISTING GRADE ELEV ELEVATION ELEVATION EOC EDGE OF CONCRETE EDGE OF CONCRETE EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EW EACH WAY EACH WAY EXT EXTERIOR EXTERIOR EXIST EXISTINGEXISTING
AutoCAD SHX Text DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DI DUCTILE IRON I DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DIMJ DUCTILE IRON MECHANICAL JOINT DUCTILE IRON MECHANICAL JOINT DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DWG DRAWINGDRAWING
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SECTION/DETAIL SHOWN ON THIS SHEET
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SECTION/DETAIL TAKEN FROM THIS SHEET
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SECTION/DETAIL IDENTIFICATION LETTER/NUMBER
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SECTION/DETAIL SHOWN ON THIS SHEET
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SECTION/DETAIL TAKEN FROM THIS SHEET
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EXIST UNDERGROUND POWER
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EXIST WATER VALVE
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EXIST SANITARY SEWER LINE
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EXIST TREE
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EXIST SEPTIC TANK
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PROP SANITARY SEWER LINE
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PROP SEPTIC TANK
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PROP SEPTIC TANK
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PROP SEPTIC TANK
EXIST FENCE
GENERAL NOTES
VEGETATION PROTECTION & WEED CONTROL
WORK RESTRICTIONS
EROSION & SEDIMENT CONTROL
EXISTING SITE & UTILITIES INFORMATION
NEW SITE & UTILITIES WORK
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SUB SHEET NO.
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TITLE OF SHEET
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OF
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SHEET
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PKG.
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NO.
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DATE:
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DESIGNED:
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DRAWING NO.
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GENERAL NOTES
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R.MITCHELL
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M.ROGERS
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J.KEY
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CANT RANCH AND TELENET BUILDING
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JOHN DAY FOSSIL BEDS NATIONAL MONUMENT
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AutoCAD SHX Text 11/24/20 08:49 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.004 - JODA - REHAB CANT RANCH SEPTIC\ACAD\JODA\213419\DRAWINGS\DISCIPLINE\GEN\G2 GENERAL NOTES.DWG
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1. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUS AND NOT BE LIMITED TO NORMAL WORKING HOURS. IN ADDITION, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE NPS AND THE OWNER'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NPS OR THE OWNER'S REPRESENTATIVE. 2. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE CONSTRUCTION DOCUMENTS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES. 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH NPS, STATE AND LOCAL ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH NPS, STATE AND LOCAL STANDARDS AND COMPLY WITH FEDERAL, STATE AND LOCAL REQUIREMENTS FOR CODE COMPLIANCE. WHERE CONFLICTS OCCUR, THE MOST STRINGENT SHALL APPLY. 4. ALL WORK SHALL BE PERFORMED PER THE APPROVED DRAWINGS, PROJECT SPECIFICATIONS AND ALL WORK SHALL BE PERFORMED PER THE APPROVED DRAWINGS, PROJECT SPECIFICATIONS AND GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE CO BEFORE CHANGES ARE MADE. 5. DIMENSIONS SHOWN ON THE DRAWINGS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE DIMENSIONS SHOWN ON THE DRAWINGS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS. MATERIAL TYPES I.D. AND O.D. OF PIPES ETC. OF ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CO OF ANY DISCREPANCIES IN WRITING IMPACTING NEW WORK SUFFICIENTLY IN ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS. INCLUDE INFORMATION ON LOCATION, ELEVATION, UTILITY TYPE AND SIZE. 6. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND FOLLOWING ALL SAFETY PROTOCOLS. 7. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF “RED-LINED” RECORD UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF “RED-LINED” RECORD RED-LINED” RECORD RECORD DRAWINGS TO THE CO SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED AT THE SITE AND SHALL BE UPDATED DAILY.
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1. STAGING AREAS SHALL BE DEFINED BY THE CO, UNLESS OTHERWISE SHOWN ON THE STAGING AREAS SHALL BE DEFINED BY THE CO, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES. 3. WORK SHALL BE GENERALLY PERFORMED FROM 7 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY. WORK SHALL BE GENERALLY PERFORMED FROM 7 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY. TEN (10) HOUR WORKDAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CO. WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CO. 4. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS.SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS.
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1. ALL EXISTING TREES TO REMAIN AND ARE TO BE PROTECTED, UNLESS OTHERWISE SPECIFIED. ALL EXISTING TREES TO REMAIN AND ARE TO BE PROTECTED, UNLESS OTHERWISE SPECIFIED. 2. ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL-LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE). IN ADDITION, SOURCES OF IMPORTED ROCK, SAND, GRAVEL, AND SOIL SHALL BE INSPECTED BY NPS FOR INVASIVE NON-NATIVE PLANTS, WEEDS AND/OR SEEDS (NOTIFY NPS 30 CALENDAR DAYS IN ADVANCE FOR INSPECTION). 3. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONSTRUCTION ACTIVITY.
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1. CONTRACTOR TO CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR CONTRACTOR TO CONDUCT ALL OPERATIONS IN ACCORDANCE WITH APPROVED, CONTRACTOR PREPARED, STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND EROSION AND SEDIMENT CONTROL PLAN. 2. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR WATER QUALITY AND EROSION AND SEDIMENT CONTROL. EXCELSIOR OR COIR FIBER PRODUCTS SHALL BE USED IN EROSION CONTROL BLANKETS AND SEDIMENT LOGS. JUTE OR COTTON SHALL BE USED FOR NETTING IN EROSION CONTROL BLANKETS. ALL PRODUCTS USED OR ALLOWED SHALL BE “CERTIFIED WEED FREE”. NO CERTIFIED WEED FREE”. NO . NO PLASTIC NETTING PRODUCTS ARE ALLOWED. 3. CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND SUB-SURFACE DRAINS IN THE PROJECT VICINITY. 4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
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1. INFORMATION SHOWN ON THE DRAWINGS IS BASED ON LIMITED SITE INVESTIGATIONS AND INFORMATION SHOWN ON THE DRAWINGS IS BASED ON LIMITED SITE INVESTIGATIONS AND GOVERNMENT-SUPPLIED INFORMATION AVAILABLE AT THE TIME OF DESIGN. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND NOTIFY THE CO IF ANY DISCREPANCIES ARE DISCOVERED. 2. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN ON THE DRAWINGS IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN ON THE DRAWINGS AS SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN ON THE DRAWINGS IN HEAVY LINE WEIGHTS. OTHER DISCIPLINES MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION. 3. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE LOCATION LIMITS AS REQUIRED BY DIG ALERT. CONTRACTOR MAY NOT BEGIN EXCAVATION UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR TICKET. 4. SURVEY/ELEVATIONS SHOWN ON THE DRAWINGS ARE TO BE USED BY THE CONTRACTOR TO SURVEY/ELEVATIONS SHOWN ON THE DRAWINGS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS, ACTUAL ELEVATIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION. 5. ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE REMOVED ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE REMOVED ON THE DRAWINGS. 6. THE CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN THE CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF ORDERING MATERIALS AND MAKING THE CONNECTIONS. 7. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE PROJECT LIMITS VIA POT HOLING, 3 PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS, CORRECTNESS, & RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS, CORRECTNESS, & COMPLETENESS. 8. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CO WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 9. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRADE ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. 10. THE EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES OPERATOR, THE EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES OPERATOR, OR IN THE OBSERVANCE OF THE OPERATOR WITH PRIOR APPROVAL.
1. THE CO SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED THE CO SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS FROM THESE CONSTRUCTION DRAWINGS AND/OR SPECIFICATIONS, ANY REVISIONS TO THE CONSTRUCTION DRAWINGS AND/OR SPECIFICATIONS WILL BE PROCESSED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR, COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITY HAVING JURISDICTION. CONDUCT ANY DEMOLITION DUTIES WITHOUT DISRUPTION OF OCCUPANTS. 4. CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY THE CO AT LEAST 72 HOURS CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY THE CO AT LEAST 72 HOURS PRIOR TO ANY UTILITY OR SERVICE INTERRUPTIONS. 5. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL NEW BURIED PIPING CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL NEW BURIED PIPING AND CONDUITS. 6. THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER EXPANSION OR CONSTRUCTION JOINTS. 7. ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO OSHA REGULATIONS. 8. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. 9. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH SPECIFICATIONS. 10. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.
CP #2
CP #3
CONTROL POINT COORDINATE TABLE
Point Northing Easting Elevation Description
1 324479.958 8425462.702 2389.39 FOUND REBAR WITH RPC
2 325274.878 8426439.946 2213.22 SET 5/8" REBAR WITH RPC "RPA CONTROL"
3 325258.139 8426609.551 2204.45 SET 5/8" REBAR WITH RPC "RPA CONTROL"
* CONTROL POINT 1 IS PRIMARY CONTROL (NOT SHOWN FOR CLARITY)
CANT RANCH
HOUSE
~PARKING LOT~
~GRASS~
TEST PIT #1
TEST PIT #2
~GRAVEL PATH~
TELENET
BUILDING
~GRASS~
~GRASS~
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AutoCAD SHX Text HORIZONTAL DATUM: OREGON NORTH COORDINATE SYSTEM. THIS CONTROL ORIGINALLY SURVEYED WITH GPS PROJECT IS IN GRID BEARING AND GROUND DISTANCE HZ COORD. IN NAD83 (2011) IFT SPC RAISED TO GROUND IN TBC ABOUT THE ORIGIN (0,0,0) CSF= 1.0001592854 Ø = 00°36'15" VERTICAL DATUM: Elev. is NAVD88 (used GEOID12B) ELEVATION HELD ON #1 (FROM OTHERS) SURVEY PERFORMED ON 8-18-20
AutoCAD SHX Text NOTES: 1. FIELD MEASUREMENTS FOR THE SURVEY WERE TAKEN ON AUGUST 18, 2020 FIELD MEASUREMENTS FOR THE SURVEY WERE TAKEN ON AUGUST 18, 2020 WITH A TRIMBLE R8 MODEL 4 RECEIVER WITH INTERNAL ANTENNAS. GPS DATA WAS PROCESSED WITH TRIMBLE BUSINESS CENTER (TBC). 2. THE APPROXIMATE LOCATION OF UTILITIES SHOWN HEREON ARE FROM THE APPROXIMATE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES ONLY. THE SURVEYOR WAS PROVIDED WITH MINIMAL UNDERGROUND PLANS AND/OR SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. 3. BEFORE DIGGING IN THIS AREA, CONTACT THE OREGON UTILITY NOTIFICATION BEFORE DIGGING IN THIS AREA, CONTACT THE OREGON UTILITY NOTIFICATION CENTER AT 1-800-332-2344 (OR 811) AND FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. 4. THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THOSE FEATURES AND CONDITIONS PRESENT AS OF AUGUST 18, 2020.
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CP #3
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PROP SEWER LINE #2 (SEE PROFILE ON SHEET C2)
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50' REQUIRED SET BACK FROM TOP OF BANK OF EXIST IRRIGATION DITCH
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PROP DROP BOX (TYP OF 7)
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PROP SEWER LINE #3 (SEE PROFILE ON SHEET C2)
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PROP SEWER LINE #1 (SEE PROFILE ON SHEET C2)
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AutoCAD SHX Text EXIST 1,500 GALLON FIBERGLASS SEPTIC TANK, PUMP OUT, CAP INLET/OUTLET PIPES AND FILL WITH DRAIN MEDIA.
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EXIST CONCRETE DISTRIBUTION BOX, (ABANDON IN PLACE)
AutoCAD SHX Text EXIST 1,000 GALLON FIBERGLASS SEPTIC TANK, PUMP OUT, EXCAVATE AND REMOVE UPPER PORTION AND FILL WITH DRAIN MEDIA.
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CONSTRUCTION LIMITS
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PROTECT AND MAINTAIN EXISTING HISTORIC FENCE
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CONNECTOR BOX "SNAKE PIT" LITE DUTY, OR APPROVED EQUAL
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PROTECT AND MAINTAIN EXISTING IRRIGATION LINE (DEPTH, SIZE AND TYPE UNKNOWN)
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PROTECT AND MAINTAIN EXISTING IRRIGATION LINE (8"-10" DEEP, 1" PVC)
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PROTECT AND MAINTAIN EXISTING HISTORIC TREE (TYP)
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REMOVE AND RESTORE EXISTING GRAVEL WALKWAY
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PROTECT AND MAINTAIN EXISTING IRRIGATION LINE (8"-10" DEEP, 1" PVC)
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ACCESS LOCATION
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REMOVE, SALVAGE AND RESTORE EXISTING BRICK SIDEWALK
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ABSORPTION TRENCHES PLAN
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SEPTIC TANK LAYOUT W/ EFFLUENT FILTER
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PROTECT AND MAINTAIN EXISTING IRRIGATION LINE (DEPTH, SIZE AND TYPE UNKNOWN)
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COUPLING (CONNECT TO EXIST PIPE)
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JOHN DAY FOSSIL BEDS NATIONAL MONUMENT
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EXIST GROUND
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EXIST GROUND
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EXIST 1,000 GALLON SEPTIC TANK
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PROP 1,000 GALLON SEPTIC TANK
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PROP 1,000 GALLON SEPTIC TANK
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SERIAL DISTRIBUTION SECTION
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4" PERFORATED PIPE (TYP)
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EXISTING GROUND
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5.50% SLOPE
AutoCAD SHX Text 24" WIDE x 45' LONG ABSORPTION TRENCHES, WITH 12" EZflow 1201P BUNDLE. TRENCHES TO BE NO CLOSER THAN 10' OC WITH A MINIMUM OF 8' OF NATURAL SOIL BETWEEN TRENCHES. (TYP OF 2)
AutoCAD SHX Text 24" WIDE x 50' LONG ABSORPTION TRENCHES, WITH 12" EZflow 1201P BUNDLE. TRENCHES TO BE NO CLOSER THAN 10' OC WITH A MINIMUM OF 8' OF NATURAL SOIL BETWEEN TRENCHES. (TYP OF 5)
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SEWER AND HEADER PIPES TO BE SOLID WALL ASTM D OR 3034 (SDR-35) PIPE.
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DROP BOX (TYP OF 7)
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CONNECTOR BOX "SNAKE PIT" LIGHT DUTY, OR APPROVED EQUAL (TYP OF 7)
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2.40% SLOPE
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3.53% SLOPE
6" MIN. TRENCH FOUNDATION MATERIAL
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PIPE BEDDING
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BACKFILL
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DETECTABLE MARKING TAPE
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WIDEN TRENCH AS NEEDED ABOVE PIPE
AutoCAD SHX Text NOTES: TRENCH DETAIL 1. VERIFY THAT COMPACTION METHODS ARE COMPATIBLE WITH PIPE MANUFACTURER'S VERIFY THAT COMPACTION METHODS ARE COMPATIBLE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ANY DAMAGE TO THE PIPE WILL BE THE CONTRACTOR'S RESPONSIBILITY. TRENCH SHALL BE CONSTRUCTED TO OSHA SPECIFICATIONS FOR EXCAVATION. DRAWINGS DO NOT SHOW TRENCH DIMENSIONS OR BACKSLOPES THAT MAY BE REQUIRED. CONSTRUCTOR REQUIRED TO DETERMINE WHICH OSHA SPECIFICATIONS ARE APPLICABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH EXCAVATION AND SAFETY PER OSHA SPECIFICATIONS. NO ROCKS OR LUMPS LARGER THAN 1 " IN ANY DIMENSION SHALL BE 12" IN ANY DIMENSION SHALL BE ALLOWED WITHIN 6" OF THE PIPE. PIPE BEDDING SHALL BE HAUNCHED UNDER PIPE BEDDING SHALL BE HAUNCHED UNDER PIPE WITH SHOVEL. USE SUITABLE NATIVE MATERIAL FOR BACKFILL. MARKING TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND BE 3 INCHES WIDE AND SHALL CONFORM TO APWA COLORS. USE LABELED AND COLOR-CODED TAPE USE LABELED AND COLOR-CODED TAPE FOR THE APPROPRIATE UTILITY PIPE, PLACED 12"-24" BELOW FINISHED SURFACE. TRACER WIRE SHALL BE 12-GAUGE HDPE OR HMWPE INSULATED SOLID CORE AND APPROVED FOR DIRECT BURY. TRACER WIRE SHALL BE TAPED EVERY 5 FEET TO THE TOP OF THE SEWER LINE. ALL SPLICES SHALL BE MADE WITH MOISTURE DISPLACEMENT CONNECTORS. 7. COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY DETERMINED BY A STANDARD COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY DETERMINED BY A STANDARD PROCTOR. (ASTM D 698-91.) 8. FINISHED GRADE MUST MATCH THE ORIGINAL EXISTING GRADE WHERE PIPE IS FINISHED GRADE MUST MATCH THE ORIGINAL EXISTING GRADE WHERE PIPE IS INSTALLED UNLESS OTHERWISE NOTED.
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MIN.
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R.MITCHELL
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M.ROGERS
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J.KEY
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CANT RANCH AND TELENET BUILDING
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JOHN DAY FOSSIL BEDS NATIONAL MONUMENT
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AutoCAD SHX Text 11/24/20 08:50 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.004 - JODA - REHAB CANT RANCH SEPTIC\ACAD\JODA\213419\DRAWINGS\DISCIPLINE\CIVIL\C4 SS DETAILS.DWG IMAGES: ..\..\..\..\..\..\I. MATERIALS & EQUIPMENT\SEPTIC_LP_1500.JPG;
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NO SCALE
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SEPTIC TANK LAYOUT W/ EFFLUENT FILTER
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FLOW
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FLOW
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FLOW
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6" OF TRENCH FOUNDATION MATERIAL (TYP)
AutoCAD SHX Text *SEPTIC TANK AND FILTER MUST MEET REQUIREMENTS OF OAR 340-073-0025, 0026 AND 0056
AutoCAD SHX Text GRADE BACKFILL OVER THE SEPTIC TANK TO PREVENT PONDING AND DIVERT RUNOFF AWAY FROM TANK (AS DIRECTED)
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NATIVE SOIL/BACKFILL (NO ROCKS >2")>2")")
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30" DIA LID WITH 30" DIA WATERTIGHT RISER (30" TALL)
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4" PVC (TYP)
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TUF-TITE EF-4 EFFLUENT FILTER ON OUTLET (OR APPROVED EQUAL)
AutoCAD SHX Text JOE FLOYD & SONS (FLOW -PRO) 1000 GAL LOW PROFILE SINGLE CHAMBER GRAVITY SEPTIC TANK (OR APPROVED EQUAL) TEST TO BE WATERTIGHT IN PLACE AFTER INSTALLATION (TYP OF 2)
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LIQUID LEVEL
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INV IN
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INV OUT
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NO SCALE
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TRENCH DETAIL
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20" DIA LID WITH 20" DIA WATERTIGHT RISER (36" TALL)
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30" DIA LID WITH 30" DIA WATERTIGHT RISER (47" TALL)
20" DIA LID WITH 20" DIA WATERTIGHT RISER (38" TALL)
ABSORPTION TRENCH ELEVATION INFORMATION
LOCATION BOTTOM OF
TRENCH
TRENCH DEPTH
(INCHES) GROUND SURFACE
A 2206.97 33.40 2209.75
B 2206.62 28.60 2209.00
C 2206.07 29.20 2208.50
D 2205.53 29.68 2208.00
E 2204.98 27.28 2207.25
F 2204.44 27.76 2206.75
G 2203.94 27.76 2206.25
DROP BOX ELEVATION INFORMATION
LOCATION INVERT IN INVERT OUT GROUND SURFACE
1 2207.80 2207.80 2209.74
2 2207.45 2207.45 2209.07
3 2206.90 2206.90 2208.47
4 2206.36 2206.36 2207.98
5 2205.81 2205.81 2207.32
6 2205.27 2205.27 2206.69
7 2204.77 2204.77 2206.01
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SUB SHEET NO.
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TITLE OF SHEET
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OF
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SHEET
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PKG.
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NO.
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DATE:
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TECH. REVIEW:
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DESIGNED:
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DRAWING NO.
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SEPTIC SYSTEM
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DETAILS
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AutoCAD SHX Text 167837
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R.MITCHELL
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M.ROGERS
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J.KEY
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CANT RANCH AND TELENET BUILDING
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JOHN DAY FOSSIL BEDS NATIONAL MONUMENT
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AutoCAD SHX Text 11/24/20 09:09 MARKR R23 K:\KAL-PROJ-DATA\19106-NPS PWR IDIQ\19106.004 - JODA - REHAB CANT RANCH SEPTIC\ACAD\JODA\213419\DRAWINGS\DISCIPLINE\CIVIL\C5 SS DETAILS.DWG
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NO SCALE
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DROP BOX
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NO SCALE
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DUAL CLEANOUT DETAIL
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NO SCALE
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ABSORPTION TRENCH DETAIL
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SECTIONS THROUGH LEACH FIELD SYSTEM
AutoCAD SHX Text NOTES: 1. PROPERTY IS LOCATED IN THE SHEEP ROCK UNIT OF THE JOHN PROPERTY IS LOCATED IN THE SHEEP ROCK UNIT OF THE JOHN DAY FOSSIL BEDS NATIONAL MONUMENT. 2. THE SHEEP ROCK UNITS TOTALS 712.90 ACRES. THIS PROJECT THE SHEEP ROCK UNITS TOTALS 712.90 ACRES. THIS PROJECT IS LOCATION IN SECTION 6 OF TOWNSHIP 12 SOUTH AND RANGE 26 EAST, IDENTIFIED AS TAX PARCEL 801 IN GRANT COUNTY. 3. SYSTEM IS TO BE INSTALLED BY AN OREGON DEPARTMENT OF SYSTEM IS TO BE INSTALLED BY AN OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) LICENSED INSTALLER, USING MATERIALS APPROVED BY THE OREGON DEQ. 4. THE TEST PITS SHOWN WERE EXCAVATED AND REVIEWED BY THE TEST PITS SHOWN WERE EXCAVATED AND REVIEWED BY JESSE BARNES AND THE NPS IN AUGUST 2020. 5. SYSTEM SHOWN IS FOR THE EXISTING CANT RANCH HOUSE SYSTEM SHOWN IS FOR THE EXISTING CANT RANCH HOUSE AND TELENET BUILDING. ANY REDESIGN OR REMODEL OF THE STRUCTURE WILL REQUIRE RE-REVIEW OF THE DESIGN TO DETERMINE ADEQUACY. 6. RAKE ANY SMEARED OR COMPACTED TRENCH SIDEWALL AND RAKE ANY SMEARED OR COMPACTED TRENCH SIDEWALL AND CLEAN BOTTOM OF ABSORPTION TRENCH OF ALL LOOSE MATERIAL PRIOR TO PLACEMENT OF EZflow AND BACKFILL. DO NOT COMPACT ANY PART OF ABSORPTION TRENCH. 7. INSTALL EZflow 1201P PER DESIGN AND INSTALLATION MANUAL INSTALL EZflow 1201P PER DESIGN AND INSTALLATION MANUAL FOR INFILTRATOR EZflow 1201P IN OREGON - SERIAL DISTRIBUTION. 8. PLANT GRASS SEED MIX APPROVED BY NPS OVER ALL DISTURBED PLANT GRASS SEED MIX APPROVED BY NPS OVER ALL DISTURBED AREAS. DO NOT PLACE NATIVE BACKFILL UNTIL INSTALLATION HAS BEEN INSPECTED AND APPROVED. MARKING TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND BE 3 INCHES WIDE AND SHALL CONFORM TO APWA COLORS. USE USE LABELED AND COLOR-CODED TAPE FOR THE APPROPRIATE UTILITY PIPE, PLACED 12"-24" BELOW FINISHED SURFACE. TRACER WIRE SHALL BE 12-GAUGE HDPE OR HMWPE INSULATED SOLID CORE AND APPROVED FOR DIRECT BURY. TRACER WIRE SHALL BE TAPED EVERY 5 FEET TO THE TOP OF THE SEWER LINE. ALL SPLICES SHALL BE MADE WITH MOISTURE DISPLACEMENT CONNECTORS.
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FLOW TO SEPTIC TANK
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FINISHED GROUND
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CIRCULAR CONCRETE BOX WITH LID
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FLOW FROM BUILDING
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4" PVC
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THREADED PLUG
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(MIN)
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*TRENCH BOTTOM ELEVATION CAN NOT VARY MORE THAN ±1"THROUGHOUT ENTIRE LENGTH.
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*NO ROCKS 2" OR LARGER, IN SHORTEST DIMENSION, ARE ALLOWED IN BACKFILL
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*ADD RISERS AS REQUIRED TO EXTEND DROP BOX TO GRADE
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AutoCAD SHX Text 12" EZflow 1201P BUNDLE (OR APPROVED EQUAL)
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4" PERFORATED PIPE (TYP)
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(MIN)
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INLET
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OUTLET
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TRENCH CONNECTION (TYP BOTH SIDES)
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(TYP)
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TUF-TITE 4-HOLE DROP BOX (MODEL DB6) (OR APPROVED EQUAL)
AutoCAD SHX Text GRADE BACKFILL OVER TRENCH TO ALLOW FOR SETTLING AND PREVENT PONDING OVER LEACH LINES. (DO NOT COMPACT BACKFILL)
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NO SCALE
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SINGLE CLEANOUT DETAIL
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FLOW TO SEPTIC TANK
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FINISHED GROUND
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CIRCULAR CONCRETE BOX WITH LID
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FLOW FROM BUILDING
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4" PVC
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THREADED PLUG
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6" OF TRENCH FOUNDATION MATERIAL
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TRACER WIRE
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DETECTABLE MARKING TAPE
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File details come from the government source that posted it. Updated .