B09_PRWI_317499_Amd_03_-_Amended_Plan_Sheets_0003.pdf

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Attached to
PRWI-317499 -Campgrounds Federal contract opportunity
Solicitation number
140P2022R0129
Issued by
Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI ·

This solicitation is for the rehabilitation of infrastructure at campgrounds within Prince William Forest Park. The National Park Service is seeking proposals to replace and upgrade sewer, water and electrical systems serving campground facilities. Key work includes replacing septic tanks and drainage fields, renovating bathrooms, repairing roads and walkways, and installing new utilities. The estimated value is $3.2 million. The solicitation number is 140P2022R0129, with proposals due by September 15, 2022. Award is expected by November 1, 2022. The selected contractor must meet small business set-aside requirements.

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B09_PRWI_317499_Amd_04_-_QA_Document_0004.pdf PDF
Sol_140P2022R0129_Amd_0004.pdf PDF
B09_PRWI_317499_Amd_04_-_SF-30_Signed_0004.pdf PDF
B09_PRWI_317499_Amd_03_-_SF-30_0003.pdf PDF
B09_PRWI_317499_Amd_03_-_Amended_Price_Schedule_0003.pdf PDF
Sol_140P2022R0129_Amd_0003.pdf PDF
B09_PRWI_317499_Amd_02_-_SF-30_Signed_0002.pdf PDF
Sol_140P2022R0129_Amd_0002.pdf PDF
B09_PRWI_317499_Amd_02_-_QA_Document_0002.pdf PDF
B09_PRWI_317499_Amd_01_-_Sign_in_Sheet_0001.pdf PDF
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Sol_140P2022R0129_Amd_0001.pdf PDF
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B08_PRWI_317499_-_Attach_1_Specifications.pdf PDF
B08_PRWI_317499_-_Attach_6_Limitations_in_Subcontracting.xlsx XLSX spreadsheet
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ADDENDUM for Drawings

To Bid Documents for

PRWI 317499

July 28, 2022

To All Concerned:

The original Bid Documents are amended as noted in this amendment 3, and this amendment shall become part of the Bid Documents. Bidders must acknowledge receipt of this amendment during the bidding process by signing the Bid Proposal/Contract Forms when submitting proposals.

Pertaining to the Drawings

Sheet C-1, 60 of 132 DELETE drawing C-1, 60 of 132 and REPLACE with the attached amended Drawing C-1, 60 of 132.

Sheet C-3, 62 of 132 DELETE drawing C-3, 62 of 132 and REPLACE with the attached amended Drawing C-3, 62 of 132.

Sheet C-4, 63 of 132 DELETE drawing C-4, 63 of 132 and REPLACE with the attached amended Drawing C-4, 63 of 132.

Sheet C-5, 64 of 132 DELETE drawing C-5, 64 of 132 and REPLACE with the attached amended Drawing C-5, 64 of 132.

Sheet C-7, 66 of 132 DELETE drawing C-7, 66 of 132 and REPLACE with the attached amended Drawing C-7, 66 of 132.

Sheet C-10, 69 of 132 DELETE drawing C-10, 69 of 132 and REPLACE with the attached amended Drawing C-10, 69 of 132.

Sheet C-11, 70 of 132 DELETE drawing C-11, 70 of 132 and REPLACE with the attached amended Drawing C-11, 70 of 132.

Sheet C-12, 71 of 132 DELETE drawing C-12, 71 of 132 and REPLACE with the attached amended Drawing C-12, 71 of 132.

Revised Response Question:

• Question: Are as-builts or photos available for the tanks and structures that are called out to be removed and/or abandoned?

• Answer: The Cabin Camp 3 drawings are provided with this amendment. Note: These are record drawings and have not been verified, responsibility is on the contractor to field verify accuracy. Structures are typical precast concrete customary to conventional sewage treatment systems

-END-

CADD

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18" RCP

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JMT11

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1-STORY BLOCK BLDG.

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C. WALK

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EXISTING

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LEGEND

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NEW

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NORTH ARROW

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TREE

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BUILDING

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CONCRETE SIDEWALK

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EDGE OF PAVEMENT

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SANITARY SEWER FORCE MAIN

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GRAVITY SEWER

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WATER LINE

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STORM DRAINAGE PIPE AND STRUCTURE

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UTILITY POLE

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SURVEY CONTROL POINT

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SIGN

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CONCRETE CURB

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CONTOUR ELEVATION

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SURVEY ELEVATION

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FIRE HYDRANT

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WATER METER

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WATER VALVE

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DISTURBED AREA, EXIST. PAVEMENT SECTION REMOVAL

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SANITARY SEWER FORCE MAIN AIR VENT

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PIPE/STRUCTURE TO BE REMOVED

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UNDERGROUND ELECTRICAL SERVICE

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GRAVITY SEWER CLEAN OUT

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SWALE

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ELECTRICAL METER

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EM

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SANITARY SEWER MANHOLE

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SF

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TO

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PS

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TP

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SILT FENCE

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TOP SOIL

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PERMANENT SEEDING

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TREE PROTECTION

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EROSION CONTROL LEGEND

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SFM

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TREE REMOVAL

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ABBREVIATIONS

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SEWER, SOUTH

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SEWER CLEANOUT

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STORM DRAIN

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SEWER FORCE MAIN

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SANITARY SEWER FORCE MAIN

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DRAWING

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ELEVATION

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STAINLESS STEEL

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TYPICAL

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WATER, WEST

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SILT FENCE, SQUARE FEET

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JMT SURVEY CONTROL

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STANDARD

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TEST HOLE

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BUILDING

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CONCRETE

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POLYVINYL CHLORIDE PIPE

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OUTSIDE DIAMETER

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INVERT

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REINFORCED CONCRETE PIPE

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LENGTH

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FEMALE PIPE THREADS

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BLDG.

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C., CONC.

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DWG.

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SCO

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SD

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SFM

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SSFM

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ELEV., EL.

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SST

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TYP.

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SF

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JMT#

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STD.

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TH

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PVC

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INV.

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RCP

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FPT

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SANITARY SEWER

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SS

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ELECTRICAL, EAST

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AIR RELEASE VALVE

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ARV

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NOT TO SCALE

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CAST IRON

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EXISTING

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EXIST., EX.EX.

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FINISHED FLOOR ELEVATION

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HYDRANT

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HYD.

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MATCH GRADE

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MINIMUM

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MG

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MIN.

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SCHEDULE

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SANITARY

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SCH.

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SAN.

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IRON PIPE SIZE

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IPS

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ABANDONED

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ABAND.

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BENCH MARK

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BM

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CLEANOUT, CONTRACTING OFFICER

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CO, C/O

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DROP INLET, DUCTILE IRON

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ELECTRIC METER

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EM

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FOUND

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MANHOLE

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MH

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NUMBER

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NO.

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NORTH

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POWER POLE

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REQUIRED

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REQ'D.

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STANDARD DIMENSION RATIO

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SDR

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SMH

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WITH

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MECHANICAL JOINT

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EACH WAY

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POUNDS PER CUBIC FEET

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PCF

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DATA ACCORDING TO RECORDS

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DATR

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FIRE HYDRANT

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HIGH DENSITY POLYETHYLENE

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HDPE

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DIAMETER

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VERTICAL

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VERT.

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HORIZONTAL

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HORIZ.

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CORPORATION

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CORP.

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CAST IRON WATER LINE

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COPPER

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CU.

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DRINKING FOUNTAIN

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DUCTILE IRON WATER LINE

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SERVICE

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SERV.

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UNDERGROUND ELECTRIC

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UGE

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UNDERGROUND TELECOMMUNICATIONS

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UGT

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UNDERGROUND FIBER OPTIC

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UGFO

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WATER

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WTR.

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WATER METER

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AIR RELEASE VALVE

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MECHANICAL JOINT

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YARD HYDRANT

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GATE VALVE

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LIMIT OF DISTURBANCE

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LOD

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PIPE CAP/PLUG

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PRESSURE REGULATOR VALVE

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PRV

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LINEAR FEET

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CONCRETE

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L/P - LIGHT POLE

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P/P - POWER POLE

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GUY ANCHOR

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SFMV - SEWER VENT

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BOLLARD

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WMH - WATER MANHOLE

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EOI - END OF INFORMATION

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BOTTOM EL - BOTTOM OF

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STRUCTURE

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LIQUID PROPANE

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LP

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END OF INFORMATION

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EOI

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UNDERGROUND COMMUNICATIONS

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SAN

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TREE - TRUNK LINE

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TREE - DRIP LINE

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SANITARY SEWER CLEANOUT

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SFM

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CONTRACTING OFFICER'S REPRESENTATIVE

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COR

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EXISTING

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NEW

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DISTRIBUTION BOX

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DS

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TEST HOLE

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PIPE TO BE ABANDONED

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 317499

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PRIME/CIVIL: JMT 272 BENDIX ROAD SUITE 260 VIRGINIA BEACH, VA. 23452

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SUB SHEET NO.

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DESIGNED:

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TECH REVIEW:

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DATE:

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A/E FIRM

AutoCAD SHX Text REHABILITATE INFRASTRUCTURE AT PARK CAMPGROUNDS CABIN CAMP 3 CAMPGROUND PRINCE WILLIAM FOREST PARK

AutoCAD SHX Text 06/29/2022

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RAM

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HGD/JLR

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RAM

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ABBREVIATIONS

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& LEGEND

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REVISIONS

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DATE

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NO.

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PER ADDENDUM 2.

AutoCAD SHX Text 07-28-2022

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JMT CONTROL POINTS

CADD

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TRANS #496-06-1-001

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3" CONDUIT

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3" CONDUIT FOR E-PANEL

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2" CONDUIT FOR E-PANEL

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3.5" CONDUIT FOR E-METER

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WOOD PANEL BOARD

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GRAVEL

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CONC SEPTIC TANK LIDS(4)

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LANDSCAPE TIMBER

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CONC LID

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#C12 1 STORY FRAME

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#C6 1 STORY FRAME

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#C101 BATHROOM & SHOWER FFE=143.31 TILE

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#C1 1 STORY FRAME

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P/P NO#

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P/P NO#

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P/P NO#

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"OLD C-10" FFE=126.86 1 STORY FRAME

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FH

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SSMH - LIFT STATION RIM=125.26

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SSMH RIM=126.08

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SSMH RIM=137.10

AutoCAD SHX Text S

AutoCAD SHX Text

SSMH RIM=129.31

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SSMH RIM=145.64

AutoCAD SHX Text S

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PT#=201

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PT#=202

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PT#=405

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PT#=406

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18"OAK

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EOI

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EOI

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EOI

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EOI

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EOI

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WMH RIM=129.04

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WV

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WATER VALVES (WV) INCASED IN 6" PVC SLEEVE UNLESS OTHERWISE NOTED

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WV

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WV

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WV

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METAL

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WV

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WV

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WV

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WV

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4"METAL VENT

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GRAVEL

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GRAVEL

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4"METAL SCO

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1.5" CONDUIT

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CONC LID

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GRAVEL

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CONC TANK

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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PT#=401

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AutoCAD SHX Text Northing

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AutoCAD SHX Text Description

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AutoCAD SHX Text 6891358.040

AutoCAD SHX Text 11808489.570

AutoCAD SHX Text 124.90

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TRAV,R&C

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AutoCAD SHX Text 6890925.420

AutoCAD SHX Text 11808640.010

AutoCAD SHX Text 142.78

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TRAV,R&C

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AutoCAD SHX Text 6890454.520

AutoCAD SHX Text 11808943.820

AutoCAD SHX Text 152.77

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TRAV,R&C

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AutoCAD SHX Text 6891259.675

AutoCAD SHX Text 11808503.278

AutoCAD SHX Text 127.33

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TRAV,SPIKE

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AutoCAD SHX Text 6890635.570

AutoCAD SHX Text 11808855.649

AutoCAD SHX Text 154.98

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TRAV,SPIKE

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AutoCAD SHX Text 6890411.177

AutoCAD SHX Text 11808971.768

AutoCAD SHX Text 154.93

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TRAV,SPIKE

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AutoCAD SHX Text 6890315.411

AutoCAD SHX Text 11808778.150

AutoCAD SHX Text 157.14

AutoCAD SHX Text

TRAV,SPIKE

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AutoCAD SHX Text 6891280.859

AutoCAD SHX Text 11808556.077

AutoCAD SHX Text 125.66

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TRAV,SPIKE

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AutoCAD SHX Text 6891006.268

AutoCAD SHX Text 11808612.160

AutoCAD SHX Text 140.75

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TRAV,SPIKE

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AutoCAD SHX Text 6890772.266

AutoCAD SHX Text 11808754.359

AutoCAD SHX Text 148.09

AutoCAD SHX Text

TRAV,SPIKE

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AutoCAD SHX Text 6890744.040

AutoCAD SHX Text 11808623.344

AutoCAD SHX Text 144.01

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TRAV,SPIKE

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AutoCAD SHX Text 6890670.514

AutoCAD SHX Text 11808677.884

AutoCAD SHX Text 143.15

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TRAV,SPIKE

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AutoCAD SHX Text 6890878.687

AutoCAD SHX Text 11808897.534

AutoCAD SHX Text 139.41

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TRAV,SPIKE

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AutoCAD SHX Text 6890810.089

AutoCAD SHX Text 11808877.261

AutoCAD SHX Text 146.43

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TRAV,SPIKE

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AutoCAD SHX Text 6890681.366

AutoCAD SHX Text 11808903.812

AutoCAD SHX Text 155.96

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TRAV,SPIKE

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AutoCAD SHX Text 6890535.811

AutoCAD SHX Text 11808987.926

AutoCAD SHX Text 165.00

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TRAV,SPIKE

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AutoCAD SHX Text 6890257.441

AutoCAD SHX Text 11808829.258

AutoCAD SHX Text 157.26

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TRAV,SPIKE

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AutoCAD SHX Text 6890353.038

AutoCAD SHX Text 11808844.571

AutoCAD SHX Text 152.72

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TRAV,SPIKE

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CONCRETE

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TRAV - TRAVERSE POINT

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WV - WATER VALVE

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WM - WATER METER

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TREE - DECIDUOUS

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WMH - WATER MANHOLE

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METAL

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EOI

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EXPOSED

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6"PVC

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6"CLAY SAN

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6"CLAY

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6"PVC

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UNABLE TO DETERMINE SIZE OR TYPE OF PIPE

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6"CLAY

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6"CLAY

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6"METAL

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WOOD SIGN "C-UNIT"

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6"METAL

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6"CLAY

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6"CLAY

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BOTTOM EL= 114.64 (SEE NOTE 5)

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BOTTOM EL= 122.07 (SEE NOTE 5)

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INV.(A)=124.73 INV.(B)=124.59

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CONC. LID RIM=134.04 INV.=131.54 BOTTOM EL=125.82

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CONC. LID RIM=134.48 INV.=131.18 BOTTOM EL=125.73

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CONC. LID RIM=135.55 INV.=131.98 BOTTOM EL=126.52

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CONC. LID RIM=136.22 INV.=131.92 BOTTOM EL=126.62

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INV.(A)=132.55 INV.(B)=132.45

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INV.(A)=139.57 INV.(B)=138.22 INV.(C)=138.15 INV.(D)=138.37 INV.(E)=137.99

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TIE POINT SHOWN

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PER RECORDS

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1 STORY FRAME

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SHOWN PER RECORDS

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(SIZE AND TYPE UNKNOWN)

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SHOWN PER

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RECORDS

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PLUGGED PER

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RECORDS

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BOTTOM EL - BOTTOM OF

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STRUCTURE

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(RECORDS)

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ELECTRONIC SIGNAL OBTAINED IN FIELD

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SFM SHOWN FROM RECORDS

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SFM SHOWN FROM RECORDS

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WOOD EQUIP. RACK

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SF

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TP

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TP

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TP

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 317499

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PRIME/CIVIL: JMT 272 BENDIX ROAD SUITE 260 VIRGINIA BEACH, VA. 23452

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SUB SHEET NO.

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DESIGNED:

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TECH REVIEW:

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DATE:

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A/E FIRM

AutoCAD SHX Text REHABILITATE INFRASTRUCTURE AT PARK CAMPGROUNDS CABIN CAMP 3 CAMPGROUND PRINCE WILLIAM FOREST PARK

AutoCAD SHX Text 06/29/2022

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SCALE OF FEET

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AutoCAD SHX Text CONTRACTOR TO ADHERE TO EROSION & SEDIMENT CONTROL NOTES, & DETAILS ON SHEETS C-17 THRU C-18.

AutoCAD SHX Text SURVEY NOTES: 1. THE MERIDIAN SOURCE OF THIS SURVEY IS THE MERIDIAN SOURCE OF THIS SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 1983 (2011). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET DERIVED FROM GPS OBSERVATIONS. VALUES ARE APPROXIMATELY ONLY. 2. ELEVATIONS SHOWN HEREON ARE BASED ON ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88 DERIVED FROM GPS OBSERVATIONS. VALUES ARE APPROXIMATELY ONLY. 3. THIS SURVEY WAS PREPARED WITHOUT BENEFIT THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL MATTERS THAT AFFECT SUBJECT SITE. 4. UTILITIES SHOWN HEREON ARE BASED ON UTILITIES SHOWN HEREON ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND DESIGNATION OF TRACEABLE UTILITIES USING ACCEPTED METHODS CONSISTING OF PIPE AND CABLE LOCATES. JMT DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF SUBSURFACE UTILITIES. 5. BOTTOM ELEVATIONS OF STRUCTURES WERE BOTTOM ELEVATIONS OF STRUCTURES WERE PROVIDED IN CASES WHERE THE STRUCTURES WERE FULL OF SLUDGE/WATER. PIPE SIZES AND TYPE OF MATERIAL ALSO MAY NOT BE KNOWN DUE TO SLUDGE/WATER.

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REMOVE EXIST. SSMH

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SEE MATCH LINE SHEET C-4

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REMOVE EXIST. SSMH

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REMOVE EXIST. CONC. SEPTIC TANKS

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REMOVE EXIST. SSMH

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REMOVE EXIST. SSMH & ABANDON EXIST. SEPTIC TANK

AutoCAD SHX Text REMOVE EXIST. SEWAGE PUMP STATION PUMPS, PIPING, FITTINGS, VALVES, CONTROLS AND APPURTENANCES, AND ABANDON WET WELL & VALVE VAULT IN PLACE. SEE ABANDOMENT NOTES ON SHEET C-2.

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REMOVE EXIST. SFM

AutoCAD SHX Text SEE DEMOLITION & ABANDONMENT NOTES ON SHEET C-2 FOR DIRECTION ON ALL DEMOLITION AND ABANDONMENT WORK.

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TREE REMOVAL SHALL INCLUDE STUMP REMOVAL MINIMUM 12" BELOW GRADE.

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ALL REMOVED TREES SHALL BE COMPLETELY REMOVED FROM THE PARK.

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ABANDON EX. SEWER PIPE

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REMOVE EXIST. SCO

AutoCAD SHX Text SAWCUT EXIST. CONC. WALK AT NEAREST JOIN AND REMOVE FOR NEW SEWER. REPLACE WITH NEW. (7 SY)

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SHEET INDEX KEY

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RAM

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HGD/JLR

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RAM

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DEMOLITION &

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EROSION CONTROL PLAN

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SF

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TP

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SILT FENCE

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TREE PROTECTION

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EROSION CONTROL LEGEND

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CE

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CONSTRUCTION ENTRANCE

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TREE REMOVAL

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LIMITS OF CLEARING

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LIMITS OF DISTURBANCE

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IMPERVIOUS SURFACE WITHIN THE LIMITS OF DISTURBANCE

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SILT FENCE DRAINAGE AREA CALCULATION:

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VARIES, 25' TYP., 60' MAX.

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SILT FENCE DRAINAGE AREA DETAIL

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SF

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MAXIMUM AREA DRAINING TO SINGLE ROW OF 100 LF OF SILT FENCE:

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100 * 60 = 6,000 SF

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MAXIMUM AREA PERMITED TO DRAIN TO SINGLE ROW OF 100 LF OF SILT FENCE = 10,890 SF

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6,000 SF < 10,890 SF

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LIMITS OF DISTURBANCE

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TREE PROTECTION

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SILT FENCE

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TREE LINE

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AutoCAD SHX Text THERE ARE PORTIONS OF THIS SITE DEPICTED ON SHEET C-4 WITH DRAINAGE AREAS GREATER THAN THE ALLOWABLE FOR A SINGLE ROW OF SILT FENCE. TO ENSURE PROPER EROSION CONTROL PRACTICES, THESE AREAS HAVE A DOUBLE ROW OF SILT FENCE AS SHOWN ON SHEET C-4.

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REMOVE EXIST. TREE (TYP.)

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PS

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PS

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PS

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PS

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PERMANENT SEEDING

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NEAREST WATER COURSE QUANTICO CREEK, 300 FT.

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ABANDON EX. SEWER PIPE

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REVISIONS

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DATE

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NO.

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PER ADDENDUM 2.

AutoCAD SHX Text 07-28-2022

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CADD

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WATER FOUNTAIN

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FLAG POLE

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(3) LP TANKS

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CONC GREASE TRAP

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WOOD SEPTIC LID RIM=142.28

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#70 INFIRMARY 1 STORY FRAME

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#95 1 STORY FRAME

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P/P NO#

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P/P NO#

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P/P NO#

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P/P NO#

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P/P NO#

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P/P NO#

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#60 FFE=150.24 1 STORY FRAME

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FFE=150.32 TILE

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FFE=145.37

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#78 FFE=160.63 1 STORY FRAME

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FFE=157.27

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FFE=157.26 TILE

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FH

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L/P NO#

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SSMH RIM=144.90

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SSMH RIM=143.07

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SSMH RIM=158.21

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SSMH RIM=152.98

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SSMH RIM=150.57

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SSMH RIM=157.69

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PT#=203

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PT#=402

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PT#=403

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PT#=404

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PT#=407

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PT#=408

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PT#=409

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PT#=410

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PT#=411

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PT#=412

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PT#=413

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PT#=414

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PT#=415

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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TEE

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WM

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WM

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WMH RIM=151.00

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WV

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WV

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WV

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WV

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WV

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WV

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WV

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WV

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CONC SEPTIC TANK LID

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60" WOOD FENCE

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CONC LID

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1.5" METAL PINE EXPOSED

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0.5" CONDUIT

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4"METAL BOLLARDS

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SIGN

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GRAVEL

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GRAVEL

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0.5" METAL PIPE

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LP TANKS

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3"METAL SCO

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METAL BOX W/ WV'S

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4"METAL SCO

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2.5"METAL SCO

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CONC SEPTIC DISTRIBUTION BOX TOP EL=161.90 (SEE DETAIL 'A')

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CONC. DISTRIBUTION BOX TOP EL=155.10 BOTTOM EL=151.01 (SEE NOTE 5)

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WOOD BENCH

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SLIDE

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SWING

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PLAYGROUND

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CONC. DISTRIBUTION BOX TOP EL=153.50 BOTTOM EL=148.15 (SEE NOTE 5)

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CONC. DISTRIBUTION BOX TOP EL=157.70 (SEE DETAIL 'B')

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CONC SEPTIC TANK TOP EL=156.70 BOTTOM EL=151.47 4"CLAY PIPES

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GRAVEL

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SINK DRAIN

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(3) LP TANKS

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60" WOOD FENCE

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STONE & GRAVEL WALK

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0.5"CONDUIT FOR NID

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STONE/GRAVEL

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EDGE OF TRUNK LINE

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DRIP LINE

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DRIP LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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DRIP LINE

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LANDSCAPE TIMBER

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GRAVEL

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0.5"CONDUIT CUT LINES

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3"METAL SCO

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2" CONDUIT

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CUT TELEPHONE LINE

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2" CONDUIT

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EDGE OF TRUNK LINE

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METAL

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METAL

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SSMH RIM=165.63

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PT#=422A

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6"CLAY

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6"CLAY

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6"CLAY

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6"METALLIC

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6"CLAY

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4"DRAIN LINES APPROX. LOCATION

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8"CLAY

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6"CLAY

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2"PVC

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UNABLE TO LOCATE NEXT UPGRADE STRUCTURE

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2"PVC

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6"CLAY

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6"CLAY

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GRAVEL

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GRAVEL

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GRAVEL

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(UNABLE TO OPEN)

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INV.(A)=139.27 INV.(B)=139.23 (SEE NOTE 5)

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INV.(A)=139.92 INV.(B)=139.75

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INV.(A)=144.09 INV.(B)=144.08 INV.(C)=143.89

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INV.(A)=153.86 INV.(B)=153.15

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INV.(A)=146.90 INV.(B)=145.40 INV.(C)=145.18

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INV.(A)=162.17 INV.(B)=162.02 INV.(C)=161.30

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6"CLAY

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INV.(A)=152.24 INV.(B)=152.28 INV.(C)=153.91 INV.(D)=152.13

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4" CLAY

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8" CLAY

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8" SAN (RECORDS)

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10" SAN (RECORDS)

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DOSING CHAMBER APPROXIMATE LOCATION PER RECORDS

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SFM SHOWN FROM RECORDS

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SFM SHOWN FROM RECORDS

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INV.=151.75

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DRAIN FIELD APPROX. LOCATION

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DRAIN FIELD APPROX. LOCATION

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DRAIN FIELD APPROX. LOCATION

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DRAIN FIELD APPROX. LOCATION

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SF

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SF

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CE

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TITLE OF SHEET

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AutoCAD SHX Text 178059

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 317499

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PRIME/CIVIL: JMT 272 BENDIX ROAD SUITE 260 VIRGINIA BEACH, VA. 23452

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SUB SHEET NO.

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DESIGNED:

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TECH REVIEW:

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DATE:

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A/E FIRM

AutoCAD SHX Text REHABILITATE INFRASTRUCTURE AT PARK CAMPGROUNDS CABIN CAMP 3 CAMPGROUND PRINCE WILLIAM FOREST PARK

AutoCAD SHX Text 06/29/2022

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SCALE OF FEET

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SEE MATCH LINE SHEET C-3

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REMOVE EXIST. SSMH

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REMOVE EXIST. SSMH

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REMOVE EXIST. SSMH

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REMOVE EXIST. TREE

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REMOVE EXIST. SSMH (2" PVC & 6" CLAY (SOUTH) TO REMAIN)

AutoCAD SHX Text REMOVE EXIST. CONC. DISTRIBUTION BOX AND PIPING FOR INSTALLATION OF NEW DRAINFIELD

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REMOVE EXIST. DOSING CHAMBER

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REMOVE EXIST. SSMH

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REMOVE EXIST. SSMH

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REMOVE EXIST. GREASE TRAP

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REMOVE #95 BLDG. SEWER

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REMOVE EXIST. SSMH

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REMOVE EXIST. SFM

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SEE MATCH LINE SHEET C-5

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REMOVE EXIST. TREES (TYP.)

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REMOVE EXIST. TREE

AutoCAD SHX Text SURVEY NOTES: 1. THE MERIDIAN SOURCE OF THIS SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE THE MERIDIAN SOURCE OF THIS SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 1983 (2011). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET DERIVED FROM GPS OBSERVATIONS. VALUES ARE APPROXIMATELY ONLY. 2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88 DERIVED FROM GPS OBSERVATIONS. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88 DERIVED FROM GPS OBSERVATIONS. VALUES ARE APPROXIMATELY ONLY. 3. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL MATTERS THAT AFFECT SUBJECT SITE. 4. UTILITIES SHOWN HEREON ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND DESIGNATION UTILITIES SHOWN HEREON ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND DESIGNATION OF TRACEABLE UTILITIES USING ACCEPTED METHODS CONSISTING OF PIPE AND CABLE LOCATES. JMT DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF SUBSURFACE UTILITIES. 5. BOTTOM ELEVATIONS OF STRUCTURES WERE PROVIDED IN CASES WHERE THE STRUCTURES WERE BOTTOM ELEVATIONS OF STRUCTURES WERE PROVIDED IN CASES WHERE THE STRUCTURES WERE FULL OF SLUDGE/WATER. PIPE SIZES AND TYPE OF MATERIAL ALSO MAY NOT BE KNOWN DUE TO SLUDGE/WATER.

AutoCAD SHX Text SEE DEMOLITION & ABANDONMENT NOTES ON SHEET C-2 FOR DIRECTION ON ALL DEMOLITION AND ABANDONMENT WORK.

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TREE REMOVAL SHALL INCLUDE STUMP REMOVAL MINIMUM 12" BELOW GRADE.

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ALL REMOVED TREES SHALL BE COMPLETELY REMOVED FROM THE PARK.

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REMOVE EXIST. TREES (TYP.)

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4" CLAY PIPES TO DRAINFIELD

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10" CLAY PIPE

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INV.=152.25

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8" CLAY RISER

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INV.=153.46

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KNEE WALL

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EL=153.70

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KNEE WALL

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EL=153.50

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DETAIL 'B'

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SCALE: NONE

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4" CLAY PIPES TO DRAINFIELD

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8" CLAY PIPE

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INV.=157.87

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10" CLAY RISER

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INV.=159.14

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KNEE WALL

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EL=158.65

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KNEE WALL

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EL=158.35

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DETAIL 'A'

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SCALE: NONE

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BOTTOM EL=152.22

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BOTTOM EL=157.33

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REMOVE ALL TREES WITHIN 20 FEET FROM DRAIN FIELDS.

AutoCAD SHX Text CONTRACTOR SHALL REMOVE EXISTING PLAYGROUND AND DISPOSE OFFSITE IN A LEGAL MANNER. COORDINATE WITH CO & PARK PRIOR TO REMOVAL.

AutoCAD SHX Text REMOVE EXIST. CONC. DISTRIBUTION BOX AND PIPING FOR INSTALLATION OF NEW DRAINFIELD

AutoCAD SHX Text REMOVE EXIST. CONC. DISTRIBUTION BOX AND PIPING FOR INSTALLATION OF NEW DRAINFIELD

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SHEET INDEX KEY

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RAM

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HGD/JLR

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RAM

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DEMOLITION &

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EROSION CONTROL PLAN

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EX.-DISTRIBUTION BOX DETAILS

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9660 SF TO SF

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20079 SF TO SF

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9225 SF TO SF

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8855 SF TO SF

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SEE SHEET C-3 FOR SILT FENCE DRAINAGE AREA DETAIL AND NOTES

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SF

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TP

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SILT FENCE

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TREE PROTECTION

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EROSION CONTROL LEGEND

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CE

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CONSTRUCTION ENTRANCE

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TREE REMOVAL

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LIMITS OF CLEARING

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LIMITS OF DISTURBANCE

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IMPERVIOUS SURFACE WITHIN THE LIMITS OF DISTURBANCE

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PS

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PERMANENT SEEDING

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PS

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PS

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PS

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PS

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PS

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PS

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PS

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SILT FENCE DRAINAGE AREA BOUNDARY

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REVISIONS

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DATE

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PER ADDENDUM 2.

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ABANDON EX. SEWER PIPE & SFM

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REMOVE EX. SEWER PIPE

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REMOVE CONC. STRUCT. & PIPES

JMT CONTROL POINTS

CADD

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EXPOSED SEWER LINE - 3" PVC (OLD DRAIN)

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TOPOGRAPHIC SURVEY LEGEND

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CONTOUR (MAJOR)

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CONTOUR (MINOR)

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WOODS - DRIP LINE

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L/P - LIGHT POLE

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SIGN

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P/P - POWER POLE

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TRAV - TRAVERSE POINT

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UTILITY - UNDERGROUND SANITARY SEWER FORCE MAIN

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FH - FIRE HYDRANT

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WM - WATER METER

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SSMH - SANITARY MANHOLE

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GUY ANCHOR

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BUILDING WALL

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CONC - CONCRETE

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PVC - POLYVINYL CHLORIDE

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SFMV - SEWER VENT

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TOP OF BANK / TOE OF SLOPE

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CENTERLINE OF DITCH

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UTILITY - OVERHEAD WIRES

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UTILITY - UNDERGROUND WATER

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UTILITY - UNDERGROUND COMMUNICATIONS

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SANITARY CLEANOUT

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UTILITY - UNDERGROUND ELECTRIC

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TREE - DECIDUOUS

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INV - INVERT

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BOLLARD

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UNDERGROUND UNKNOWN CONDUCTOR

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EOI - END OF INFORMATION

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LP - LIQUID PROPANE

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0.5"CONDUIT

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GROUND ROD

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EJB CONDUITS

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CONC SEPTIC TANK TOP EL.=163.40 BOTTOM EL=155.17 (SEE NOTE 5)

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EXPOSED 0.5"CONDUIT 12' OF CONDUIT LAYING ON GROUND

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0.5"CONDUIT FOR NID

AutoCAD SHX Text #85A

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P/P NO#

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P/P NO#

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P/P NO#

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#50 FFE=159.75 1 STORY FRAME

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FFE=172.02 1 STORY FRAME

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#75 FFE=173.57 1 STORY FRAME

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FH

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WOOD PORCH

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6" METAL SCO

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CONC WALK

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"ORENDA"

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"FAMILY CAMPING"

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"CABINS"

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"NO PARKING ANYTIME" - " SERVICE VEHICLES ONLY"

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"INDIVIDUAL CABIN SELF REGISTRATION"

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ELEC TRANS. NO#

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PT#=204

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PT#=205

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PT#=416

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PT#=417

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PT#=418

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PT#=419

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PT#=420

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EOI

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EOI

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EOI

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EOI

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TEL.PED. NO#

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WMH RIM=168.80

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5FT

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WV

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METAL

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METAL

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WV

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METAL

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WV

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METAL

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EXPOSED SPLICE CASES (2)

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2 WIRES

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CUT & ABANDONED 1" METAL PIPE

AutoCAD SHX Text BBQ GRILL 20"x15"

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STONE FIRE RING

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GRAVEL

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PARKING BLOCKS (12)

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FIBERGLASS WATER MARKER

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4"METAL BOLLARDS

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6" METAL BOLLARDS W/ CHAIN

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6" SQUARE WOOD BOLLARD W/ SIGN - "SO ORENDA RD"

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STONE & GRAVEL WALK

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"MAP OF PARK & OTHER INFO"

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STONE & GRAVEL WALK

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WOOD PANEL W/ E METERS

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2"CONDUIT

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0.5" METAL PIPE

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DRIP LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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UNK VALVE IN VERTICAL 12" CPP

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1.5"CONDUIT

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1"CONDUIT

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0.5" CONDUIT FOR JBOX ON POLE

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EOI

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GRAVEL

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GRAVEL

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#85 FFE=177.51 1 STORY FRAME

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L/P NO#

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4"PVC SCO

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6"METAL SCO

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SPIGOT

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WV

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METAL

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E TRANS. #496-06-002

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1"CONDUIT(3)

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POWER RECEPTACLE FOR RV

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4"PVC SCO

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1"CONDUIT

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WV IN 6"PVC CLEAN OUT COVER

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1.5"CONDUIT

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WOOD DECK/COVERED PORCH

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1"CONDUIT

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GRAVEL

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LP TANK

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SCENIC DRIVE

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WOODS - TRUNK LINE

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60" WOOD FENCE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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3" PVC SAN

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6"METALLIC

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INV.=160.61

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GRAVEL PIT TOP EL.=162.75 BOTTOM EL=158.28 (SEE NOTE 5)

AutoCAD SHX Text EXIST. SIMPLEX LIFT STATION CONC. WET WELL TOP EL.=154.90 INV.(A)=153.98 BOTTOM EL=149.45 (SEE NOTE 5)

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CENTERLINE OF DITCH

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SSMH RIM=157.69

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2"PVC

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INV.(A)=152.24 INV.(B)=152.28 INV.(C)=153.91 INV.(D)=152.13

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SF

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SF

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CE

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 317499

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PRIME/CIVIL: JMT 272 BENDIX ROAD SUITE 260 VIRGINIA BEACH, VA. 23452

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SUB SHEET NO.

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DESIGNED:

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TECH REVIEW:

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DATE:

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A/E FIRM

AutoCAD SHX Text REHABILITATE INFRASTRUCTURE AT PARK CAMPGROUNDS CABIN CAMP 3 CAMPGROUND PRINCE WILLIAM FOREST PARK

AutoCAD SHX Text 06/29/2022

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SCALE OF FEET

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ABANDON EXIST. GRAVEL PIT

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ABANDON EXIST. CONC. SEPTIC TANK

AutoCAD SHX Text REMOVE EXIST. CONC. SEWAGE PUMPING LIFT STATION, CONTROLS, FITTINGS, PIPING AND APPURTENANCES

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SEE MATCH LINE SHEET C-4

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REMOVE EXIST. SCO

AutoCAD SHX Text SURVEY NOTES: 1. THE MERIDIAN SOURCE OF THIS SURVEY IS THE MERIDIAN SOURCE OF THIS SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 1983 (2011). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET DERIVED FROM GPS OBSERVATIONS. VALUES ARE APPROXIMATELY ONLY. 2. ELEVATIONS SHOWN HEREON ARE BASED ON ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88 DERIVED FROM GPS OBSERVATIONS. VALUES ARE APPROXIMATELY ONLY. 3. THIS SURVEY WAS PREPARED WITHOUT BENEFIT THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL MATTERS THAT AFFECT SUBJECT SITE. 4. UTILITIES SHOWN HEREON ARE BASED ON UTILITIES SHOWN HEREON ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND DESIGNATION OF TRACEABLE UTILITIES USING ACCEPTED METHODS CONSISTING OF PIPE AND CABLE LOCATES. JMT DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF SUBSURFACE UTILITIES. 5. BOTTOM ELEVATIONS OF STRUCTURES WERE BOTTOM ELEVATIONS OF STRUCTURES WERE PROVIDED IN CASES WHERE THE STRUCTURES WERE FULL OF SLUDGE/WATER. PIPE SIZES AND TYPE OF MATERIAL ALSO MAY NOT BE KNOWN DUE TO SLUDGE/WATER.

AutoCAD SHX Text SEE DEMOLITION & ABANDONMENT NOTES ON SHEET C-2 FOR DIRECTION ON ALL DEMOLITION AND ABANDONMENT WORK.

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TREE REMOVAL SHALL INCLUDE STUMP REMOVAL MINIMUM 12" BELOW GRADE.

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ALL REMOVED TREES SHALL BE COMPLETELY REMOVED FROM THE PARK.

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REMOVE EXIST. LATERAL FROM BUILDING

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REMOVE EXIST. SCO

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SHEET INDEX KEY

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RAM

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HGD/JLR

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RAM

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DEMOLITION &

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EROSION CONTROL PLAN

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SEE SHEET C-3 FOR SILT FENCE DRAINAGE AREA DETAIL AND NOTES

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SF

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TP

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SILT FENCE

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TREE PROTECTION

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EROSION CONTROL LEGEND

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CE

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CONSTRUCTION ENTRANCE

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TREE REMOVAL

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LIMITS OF CLEARING

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LIMITS OF DISTURBANCE

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IMPERVIOUS SURFACE WITHIN THE LIMITS OF DISTURBANCE

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PS

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PERMANENT SEEDING

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PS

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PS

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PS

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PS

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PS

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PS

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REVISIONS

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DATE

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NO.

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PER ADDENDUM 2.

AutoCAD SHX Text 07-28-2022

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ABANDON EX. SEWER PIPE

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ABANDON EX. SEWER PIPE

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REMOVE EX. BLDG. SEWER

ABSORPTION

TRENCH-TYP OF ALL

S

S

S

S

S

S

S

S

+0

10+26

S

S

CADD

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WATER FOUNTAIN

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FLAG POLE

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(3) LP TANKS

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CONC GREASE TRAP

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WOOD SEPTIC LID RIM=142.28

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#70 INFIRMARY 1 STORY FRAME

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#95 1 STORY FRAME

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P/P NO#

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P/P NO#

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P/P NO#

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P/P NO#

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P/P NO#

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P/P NO#

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#60 FFE=150.24 1 STORY FRAME

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FFE=150.32 TILE

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FFE=145.37

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#78 FFE=160.63 1 STORY FRAME

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FFE=157.27

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FFE=157.26 TILE

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FH

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L/P NO#

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SSMH RIM=144.90

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SSMH RIM=143.07

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SSMH RIM=158.21

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SSMH RIM=152.98

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SSMH RIM=150.57

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SSMH RIM=157.69

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PT#=203

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PT#=402

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PT#=403

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PT#=404

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PT#=407

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PT#=408

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PT#=409

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PT#=410

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PT#=411

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PT#=412

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PT#=413

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PT#=414

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PT#=415

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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TEE

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WM

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WM

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WMH RIM=151.00

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WV

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WV

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WV

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WV

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WV

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WV

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WV

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WV

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CONC SEPTIC TANK LID

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60" WOOD FENCE

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CONC LID

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1.5" METAL PINE EXPOSED

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0.5" CONDUIT

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4"METAL BOLLARDS

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SIGN

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GRAVEL

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GRAVEL

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0.5" METAL PIPE

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LP TANKS

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3"METAL SCO

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METAL BOX W/ WV'S

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4"METAL SCO

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2.5"METAL SCO

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CONC SEPTIC DISTRIBUTION BOX TOP EL=161.90 (SEE DETAIL 'A')

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CONC. DISTRIBUTION BOX TOP EL=155.10 BOTTOM EL=151.01 (SEE NOTE 5)

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WOOD BENCH

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SLIDE

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SWING

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PLAYGROUND

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CONC. DISTRIBUTION BOX TOP EL=153.50 BOTTOM EL=148.15 (SEE NOTE 5)

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CONC. DISTRIBUTION BOX TOP EL=157.70 (SEE DETAIL 'B')

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CONC SEPTIC TANK TOP EL=156.70 BOTTOM EL=151.47 4"CLAY PIPES

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GRAVEL

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SINK DRAIN

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(3) LP TANKS

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60" WOOD FENCE

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STONE & GRAVEL WALK

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0.5"CONDUIT FOR NID

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STONE/GRAVEL

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EDGE OF TRUNK LINE

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DRIP LINE

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DRIP LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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EDGE OF TRUNK LINE

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DRIP LINE

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LANDSCAPE TIMBER

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GRAVEL

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0.5"CONDUIT CUT LINES

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3"METAL SCO

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2" CONDUIT

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CUT TELEPHONE LINE

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2" CONDUIT

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EDGE OF TRUNK LINE

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METAL

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METAL

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SSMH RIM=165.63

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PT#=422A

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6"CLAY

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6"CLAY

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6"CLAY

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6"METALLIC

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6"CLAY

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4"DRAIN LINES APPROX. LOCATION

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8"CLAY

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6"CLAY

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2"PVC

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UNABLE TO LOCATE NEXT UPGRADE STRUCTURE

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2"PVC

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6"CLAY

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6"CLAY

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GRAVEL

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GRAVEL

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GRAVEL

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(UNABLE TO OPEN)

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INV.(A)=139.27 INV.(B)=139.23 (SEE NOTE 5)

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INV.(A)=139.92 INV.(B)=139.75

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INV.(A)=144.09 INV.(B)=144.08 INV.(C)=143.89

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INV.(A)=153.86 INV.(B)=153.15

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INV.(A)=146.90 INV.(B)=145.40 INV.(C)=145.18

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INV.(A)=162.17 INV.(B)=162.02 INV.(C)=161.30

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6"CLAY

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INV.(A)=152.24 INV.(B)=152.28 INV.(C)=153.91 INV.(D)=152.13

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4" CLAY

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8" CLAY

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8" SAN (RECORDS)

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10" SAN (RECORDS)

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DOSING CHAMBER APPROXIMATE LOCATION PER RECORDS

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SFM SHOWN FROM RECORDS

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SFM SHOWN FROM RECORDS

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INV.=151.75

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DRAIN FIELD APPROX. LOCATION

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DRAIN FIELD APPROX. LOCATION

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DRAIN FIELD APPROX. LOCATION

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SF

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SF

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CE

AutoCAD SHX Text FOUR (4) ABSORPTION FIELDS EC. FIELD SIX (6) LINES 3' X 85 LF 2040 LF TOTAL (6120 SQF AREA)

AutoCAD SHX Text 4-INCH PVC GRAVITY CONVEYANCE LINE, Typ of All

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DRAINFIELD SITE 4-M

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DRAINFIELD SITE 1-M

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DRAINFIELD SITE 2-M

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DRAINFIELD SITE 3-M

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BOX 2-M

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BOX 1-M

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MASTER BOX

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BOX 3-M

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BOX 4-M

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HIGH PT. 164.20

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ARV

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TITLE OF SHEET

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AutoCAD SHX Text 178059

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 317499

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PRIME/CIVIL: JMT 272 BENDIX ROAD SUITE 260 VIRGINIA BEACH, VA. 23452

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SUB SHEET NO.

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DESIGNED:

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TECH REVIEW:

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DATE:

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A/E FIRM

AutoCAD SHX Text REHABILITATE INFRASTRUCTURE AT PARK CAMPGROUNDS CABIN CAMP 3 CAMPGROUND PRINCE WILLIAM FOREST PARK

AutoCAD SHX Text 06/29/2022

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SCALE OF FEET

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SEE MATCH LINE SHEET C-6

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MH

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CONNECT TO EX. BLDG. SEWER

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PROPOSED 1,000 GALLON GREASE INTERCEPTOR

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CONNECT TO EX. BLDG. SEWER

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EX. SEWER PIPE TO BE REMOVED (TYPICAL)

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3.0" PVC SFM

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1.25" PVC SFM

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SEE MATCH LINE SHEET C-8

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3" PVC SFM

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CONNECT TO EX. BLDG. SEWER

AutoCAD SHX Text

CONNECT TO…

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