10-Colonial Ave Sewer Separation - Bid Set Plans 5-14-2026.pdf

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05.14.2026

SERVICES

ENVIRONMENTAL

5/14/2026

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VICINITY MAP SCALE 1" = 4000'

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PROJECT DESCRIPTION:

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SEPARATION PROJECT

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CITY OF ALEXANDRIA, VIRGINIA

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OF

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COVER SHEET

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SITE LOCATION

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KING ST - ROUTE 7

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DUKE ST

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G.W. PARKWAY

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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. DIAL 811 IN VIRGINIA OR 1-800-552-7001

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AREA MAP - COLONIAL AVENUE SCALE 1" = 100 SOURCE: GOOGLE MAPS

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SHEET INDEX

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NUMBER

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TITLE

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COVER SHEET

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GENERAL NOTES, ABBREVIATIONS & LEGEND

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X DATE:

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X DATE:DATE:

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DEPARTMENT OF TRANSPORTATION & ENVIRONMENTAL SERVICES

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RECOMMENDED FOR APPROVAL

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DEPUTY DIRECTOR OF OPERATIONS FOR ENVIRONMENTAL SERVICES

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RECOMMENDED FOR APPROVAL

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DEPUTY DIRECTOR OF PROJECT IMPLEMENTATION

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COLONIAL AVENUE SANITARY SEWER

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SITE LOCATION

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FIRST STREET PLAN AND PROFILE

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DETAILS I

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DETAILS II

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SHEET

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TRAFFIC CONTROL NOTES AND DETAILS

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PHASE 1 TRAFFIC CONTROL PLAN

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N. HENRY ST

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VERNON STREET DEMOLITION AND TREE PROTECTION PLAN

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EROSION & SEDIMENT CONTROL NOTES AND DETAILS

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VERNON ST

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COLONIAL AVE

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PHASE 2 TRAFFIC CONTROL PLAN

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CIP-2025-00003

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AS SHOWN

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SHEET

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DESIGNED BY:

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DRAWN BY:

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CITY OF ALEXANDRIA, VIRGINIA

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DATE:

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DATE:

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CHECKED BY:

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AutoCAD SHX Text DEPARTMENT OF TRANSPORTATION & ENVIRONMENTAL SERVICES - PROJECT IMPLEMENTATION 2331 MILL ROAD, SUITE 302 ALEXANDRIA, VIRGINIA 22314

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REVISIONS DATE BY DESCRIPTIONBY DESCRIPTIONDESCRIPTION

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APPROVED BY:

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DATE:

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ALEXANDRIA PROJECT NO.:

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DATE OF PLAN ISSUANCE:

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CONSULTANT PROJECT ID.:

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BID SET

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COLONIAL AVENUE SANITARY SEWER SEPARATION PROJECT

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DND

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AutoCAD SHX Text C:\pw_pl1\cabrerajg\d4619841\G-001.dwg PLOTTED: 5/13/2026 7:18:06 AM BY CABRERA, JEFFREY PLOTTED: 5/13/2026 7:18:06 AM BY CABRERA, JEFFREY5/13/2026 7:18:06 AM BY CABRERA, JEFFREY BY CABRERA, JEFFREYCABRERA, JEFFREY

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SCALE

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DGG

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VERNON STREET PLAN AND PROFILE

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FIRST STREET DEMOLITION AND TREE PROTECTION PLAN

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FIRST ST

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N. FAYETTE ST

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N. PATRICK ST

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FIRST ST

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EXISTING CONDITIONS PLAN AND DATA TABLES

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FIRST STREET PAVEMENT RESTORATION PLAN

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VERNON STREET PAVEMENT RESTORATION PLAN

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AutoCAD SHX Text THIS PROJECT CONSISTS OF SEPARATING THE SANITARY SEWER AT COLONIAL AVENUE AND SECOND STREET FROM THE COMBINED SEWER SYSTEM, REGRADING THE SEWER MAIN FROM COLONIAL AVENUE AND VERNON STREET TO REVERSE SANITARY SEWER FLOWS ALONG VERNON STREET TOWARDS N. HENRY STREET USING 12" PIPE, AND DISCHARGING INTO THE EXISTING 30" ALEXRENEW SANITARY SEWER LOCATED ON N FAYETTE STREET. A JACK AND BORE CROSSING WILL BE COMPLETED FOR N HENRY STREET.

PROJECT NARRATIVE

EXISTING CONDITIONS SURVEY NOTES

GENERAL NOTES

RODENT ABATEMENT NOTE

CONSTRUCTION NOTES

ENVIRONMENTAL SITE ASSESSMENT

WORK HOURS

SWM NOTES

UTILITY WORKS

UTILITY CONTACT

ARCHAEOLOGY NOTES

ALEXRENEW NOTES

CITYOF A

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OF

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GENERAL NOTES, ABBREVIATIONS & LEGEND

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HDPE

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HIGH-DENSITY POLYETHYLENE

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%%ULEGEND

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TR

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TRANSFORMER

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EM

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TEST HOLE

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LIGHT POLE

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TRAVERSE

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UTILITY HAND BOX

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GRATE INLET

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MANHOLE

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GUY WIRE

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UTILITY POLE

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TREE

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SIGN (METAL)

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WATER METER

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POST/BOLLARD

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WATER VALVE

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WV

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FIRE HYDRANT

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UTILITY MANHOLE

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MH

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UP

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BUSH

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EDGE OF VEGETATION

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PEDESTRIAN SIGNAL

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PROPERTY LINE/R.O.W. LINE

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SANITARY SEWER MANHOLE

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STORM SEWER MANHOLE

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GAS

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GAS VALVE

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CO

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CLEANOUT

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SOIL BORING

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WM

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END OF INFORMATION

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UNDERGROUND WATER LINE

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UNDERGROUND GAS LINE

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OVERHEAD ELECTRIC

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UNDERGROUND ELECTRIC LINE

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UNDERGROUND TELEPHONE LINE

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UNDERGROUND FIBER OPTIC LINE

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WL

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GAS

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OHE

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UGE

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TEL

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UNKNOWN UNDERGROUND LINE

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UNK

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PVC

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IN

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SS

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CI

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DIP

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CP

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CULV

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CLF

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CONC

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SD

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ELEV

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INV

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TYP

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MH

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GAS

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DUCTILE IRON PIPE

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DUCTILE IRON

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CULVERT

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CONCRETE PIPE

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CONCRETE

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CHAIN LINK FENCE

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CAST IRON

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ELEVATION

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ASPHALT

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INCHES

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INVERT

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LINEAR FOOT

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MANHOLE

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NORTH/SOUTH/EAST/WEST

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POLYVINYL CHLORIDE PIPE

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REINFORCED CONCRETE PIPE

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RIGHT-OF-WAY

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STORM DRAIN

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SANITARY SEWER MAIN

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STEEL

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SIDEWALK

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TEMPORARY BENCHMARK

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TYPICAL

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NAVD

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NORTHERN AMERICAN VERTICAL DATUM

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RTK

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REAL TIME KINEMATICS

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GPS

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GLOBAL POSITIONING SYSTEM

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SDR

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STANDARD DIMENTIONAL RATIO

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PL

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PROPERTY LINE

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INNER DIAMETER

AutoCAD SHX Text SEE COVER SHEET. BENCHMARKS HAVE BEEN PROVIDED FOR USE BY CONTRACTOR 1. FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES, NOTIFY VIRGINIA ONE FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES, NOTIFY VIRGINIA ONE CALL (811), 72 HOURS BEFORE THE START OF ANY EXCAVATION OR CONSTRUCTION. 2. LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED BY LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE OWNER AND ENGINEER. REDESIGN AND APPROVAL BY REVIEWING AGENCIES SHALL BE OBTAINED, IF NECESSARY. CONTRACTOR SHALL DIG TEST PITS BY HAND AT ALL UTILITY CROSSINGS TO VERIFY EXACT LOCATION. 3. SEE SHEET C-101 FOR ADDITIONAL SURVEY NOTES. SEE SHEET C-101 FOR ADDITIONAL SURVEY NOTES. 1. OWNER: CITY OF ALEXANDRIA OWNER: CITY OF ALEXANDRIA 2. TOTAL SITE AREA: 16,200 SQUARE FEET OR 0.37 ACRES OF WHICH 2,100 SQUARE TOTAL SITE AREA: 16,200 SQUARE FEET OR 0.37 ACRES OF WHICH 2,100 SQUARE FEET OR 0.05 ACRES WILL BE DISTURBED WITH THIS PROJECT. 3. SOIL BORING INFORMATION IS INCLUDED IN THE SPECIFICATIONS. SOIL BORING INFORMATION IS INCLUDED IN THE SPECIFICATIONS. 4. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN A CITY OF ALEXANDRIA NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN A CITY OF ALEXANDRIA RESOURCE PROTECTION AREA. 5. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES OR BURIAL GROUNDS ON THIS THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES OR BURIAL GROUNDS ON THIS PROPERTY. 6. ALL PAVEMENT MARKINGS THAT ARE DISTURBED OR REMOVED DURING CONSTRUCTION ALL PAVEMENT MARKINGS THAT ARE DISTURBED OR REMOVED DURING CONSTRUCTION MUST BE REPLACED BY THE CONTRACTOR. 7. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE MOST CURRENT ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE MOST CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS, INCLUDING BUT NOT LIMITED TO, ENVIRONMENTAL PROTECTION AGENCY (EPA), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), VIRGINIA OCCUPATIONAL AND SAFETY HEALTH COMPLIANCE PROGRAM (VOSH ENFORCEMENT), VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT, NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAPS), AND NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH (NIOSH). 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVES OF UTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY-RELATED WORK. 9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DOCUMENT SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 10. PRIOR TO COMMENCING NEW WORK, THE CONTRACTOR SHALL PROTECT FROM DAMAGE PRIOR TO COMMENCING NEW WORK, THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING ADJACENT AREAS. ALL ADJACENT AREAS DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE CITY OF ALEXANDRIA. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNERS REPRESENTATIVE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNERS REPRESENTATIVE UPON ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DOCUMENT SAME TO THE UTILITY OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 12. VEGETATION TO BE REMOVED SHALL BE APPROVED BY THE CITY ARBORIST. VEGETATION TO BE REMOVED SHALL BE APPROVED BY THE CITY ARBORIST. 13. PROVIDE, IMPLEMENT AND FOLLOW A TREE CONSERVATION AND PROTECTION PROGRAM PROVIDE, IMPLEMENT AND FOLLOW A TREE CONSERVATION AND PROTECTION PROGRAM THAT IS DEVELOPED TO THE SATISFACTION OF THE CITY ARBORIST. 14. PROVIDE PROTECTION OF EXISTING VEGETATION IN COMPLIANCE WITH LANDSCAPE PROVIDE PROTECTION OF EXISTING VEGETATION IN COMPLIANCE WITH LANDSCAPE GUIDELINES OF THE CITY OF ALEXANDRIA. 15. CONTRACTOR MUST PROVIDE DOCUMENTATION OF COMMUNICATION WITH THE ADJACENT CONTRACTOR MUST PROVIDE DOCUMENTATION OF COMMUNICATION WITH THE ADJACENT PROPERTY OWNER(S) VERIFYING NOTIFICATION OF CONSTRUCTION IMPACT, POTENTIAL FOR LOSS, AND AGREED UPON REMEDIAL MEASURES PERTAINING TO THE EXISTING TREE(S) ON ADJACENT PROPERTIES THAT WILL BE AFFECTED BY PROJECT WORK. 16. THE CONTRACTOR SHALL PROVIDE SPECIFIC CONSTRUCTION STAGING INFORMATION THAT THE CONTRACTOR SHALL PROVIDE SPECIFIC CONSTRUCTION STAGING INFORMATION THAT INDICATES THE METHODS, AND PROCEDURES TO BE IMPLEMENTED FOR PROTECTION OF EXISTING ON-SITE AND OFF-SITE VEGETATION. 17. TREE PROTECTION SHALL BE PROVIDED WHERE SILT FENCE IS NOT ADEQUATE. TREE PROTECTION SHALL BE PROVIDED WHERE SILT FENCE IS NOT ADEQUATE. PROTECTION SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE DRIP LINE OF THE TREES TO BE SAVED. THE CONTRACTOR WILL CONSULT THE SITE INSPECTOR BEFORE THE CONSTRUCTION STARTS. TREE PROTECTION FENCING MUST BE ESTABLISHED AND APPROVED BY THE CITY ARBORIST BEFORE ANY CLEARING OR CONSTRUCTION CAN BE STARTED. TO THE EXTENT POSSIBLE ALL TREE PROTECTION SHALL BE INSTALLED AT THE DRIP LINE OF THE TREE(S.) 18. ALL SANITARY SEWERS SHALL BE CONSTRUCTED TO THE CITY OF ALEXANDRIA ALL SANITARY SEWERS SHALL BE CONSTRUCTED TO THE CITY OF ALEXANDRIA STANDARDS AND SPECIFICATIONS. 19. ALL EXISTING LATERAL PIPES MUST BE CONFIRMED BY THE CONTRACTOR AS ACTIVELY ALL EXISTING LATERAL PIPES MUST BE CONFIRMED BY THE CONTRACTOR AS ACTIVELY IN USE BEFORE BEING CONNECTED TO THE NEW SEWER MAIN. 20. THE CONTRACTOR SHALL VERIFY AND PROTECT ALL EXISTING UTILITIES DURING THE CONTRACTOR SHALL VERIFY AND PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. 21. THE CONTRACTOR SHALL IDENTIFY ANY LOCATION(S) AND OBTAIN APPROVAL FROM THE THE CONTRACTOR SHALL IDENTIFY ANY LOCATION(S) AND OBTAIN APPROVAL FROM THE CITY PRIOR TO USING AS STAGING AND STORAGE SPACE. 22. THE CONTRACTOR SHALL PRESENT REDLINE DRAWINGS TO THE CITY OF ALEXANDRIA’S THE CONTRACTOR SHALL PRESENT REDLINE DRAWINGS TO THE CITY OF ALEXANDRIA’S S CONSTRUCTION REPRESENTATIVE PRIOR TO PAY REQUEST APPROVAL AND FINAL COMPLETION. 23. CULVERTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE PROPER CULVERTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE PROPER LOCATION AND GRADE TO FACILITATE DRAINAGE AT THE CONTRACTOR’S EXPENSE. S EXPENSE. 24. CONTRACTOR SHALL DEVELOP AND SUBMIT A CONSTRUCTION SEQUENCING PLAN FOR CONTRACTOR SHALL DEVELOP AND SUBMIT A CONSTRUCTION SEQUENCING PLAN FOR APPROVAL BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 25. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF ALEXANDRIA’S CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF ALEXANDRIA’S S DEPARTMENT OF PROJECT IMPLEMENTATION, INCLUDING INTERRUPTION OF UTILITY SERVICES AND DISRUPTION OF VEHICULAR TRAFFIC. 26. CONTRACTOR SHALL PERFORM ALL WORK IN FULL CONFORMANCE TO ALL CITY, STATE, CONTRACTOR SHALL PERFORM ALL WORK IN FULL CONFORMANCE TO ALL CITY, STATE, AND FEDERAL REGULATIONS CONCERNING PROTECTION OF PUBLIC, WORKERS, ENVIRONMENT, AND PROPERTY. 27. ALL EXISTING MATERIALS REMOVED SHALL BE HAULED OFF SITE AND DISPOSED AT THE ALL EXISTING MATERIALS REMOVED SHALL BE HAULED OFF SITE AND DISPOSED AT THE CONTRACTOR’S EXPENSE PER PREVAILING LOCAL, STATE, AND/OR FEDERAL S EXPENSE PER PREVAILING LOCAL, STATE, AND/OR FEDERAL REGULATIONS. 28. PROJECT CONSTRUCTION IS TO REMAIN WITHIN CITY PROPERTY, PUBLIC STREET PROJECT CONSTRUCTION IS TO REMAIN WITHIN CITY PROPERTY, PUBLIC STREET DEDICATED RIGHT-OF-WAY AND/OR EXISTING UTILITY EASEMENTS. ANY CONSTRUCTION ACTIVITY ENCROACHMENT BEYOND THESE LIMITS WILL BE THE CONTRACTOR’S LIABILITY S LIABILITY FOR REPLACEMENT COSTS ASSOCIATED WITH ANY DAMAGES OR SURFACE REPLACEMENT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 29. CONTRACTOR SHALL INCLUDE ALL COSTS FOR INVESTIGATIVE FIELD WORK IN LOCATING CONTRACTOR SHALL INCLUDE ALL COSTS FOR INVESTIGATIVE FIELD WORK IN LOCATING AND UNCOVERING EXISTING MANHOLES, SERVICE LINES AND SEWER MAINS TO COMPLETE PROJECT CONSTRUCTION AS PLANNED IN THEIR CONTRACT BID PROPOSAL AT NO DIRECT PAYMENT, EXCEPT AT SPECIFIC LOCATIONS WHERE A PAY ITEM IS NOTED ON THE DRAWINGS. STATIONS LISTED ON THE DRAWINGS FOR THE LOCATIONS OF THE SEWER SERVICE LINES WERE OBTAINED FROM AVAILABLE DOCUMENTS AND ARE LISTED TO ASSIST THE CONTRACTOR; HOWEVER, THE LIST MAY NOT BE COMPLETE OR ACCURATE. 30. OWNER SHALL HAVE PRIORITY FOR THE SELECTION OF SALVAGED EQUIPMENT AND OWNER SHALL HAVE PRIORITY FOR THE SELECTION OF SALVAGED EQUIPMENT AND MATERIALS. ANY EQUIPMENT AND MATERIAL SELECTED TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED AND DELIVERED TO A LOCATION AS DESIGNATED BY THE OWNER. ANY MATERIAL NOT RETURNED TO THE OWNER SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR IN COMPLIANCE WITH PREVAILING REGULATIONS. CAREFULLY REMOVE AND PROTECT ITEMS SELECTED BY THE OWNER TO BE SALVAGED. 31. CONTRACTOR SHALL MAINTAIN A SAFE INGRESS AND EGRESS FOR HOMEOWNERS, CONTRACTOR SHALL MAINTAIN A SAFE INGRESS AND EGRESS FOR HOMEOWNERS, BUSINESSES AND ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT OR LAND DISTURBANCE PERMIT, A RODENT ABATEMENT PLAN SHALL BE SUBMITTED TO THE CITY OF ALEXANDRIA BUILDING AND FIRE CODE ADMINISTRATION THAT WILL OUTLINE STEPS THAT WILL BE TAKEN TO PREVENT THE SPREAD OF RODENTS FROM THE CONSTRUCTION SITE TO THE SURROUNDING COMMUNITY AND SEWERS. THE CONTRACTOR CAN CONTACT ALEXANDRIA DEPARTMENT OF CODE ADMINISTRATION AT (703) 746-4200 FOR ANY QUESTIONS OR ADDITIONAL INFORMATION. PLEASE BE ADVISED ONCE ANY DEMOLITION HAS BEEN COMPLETED, ANY ABOVE GROUND BAIT BOXES MUST BE RELOCATED WITHIN 50 FEET OF A STRUCTURE IN KEEPING WITH EPA REGULATIONS. IF THIS IS NOT POSSIBLE, THEY SHALL BE REMOVED AND REGULAR INSPECTIONS OF THE SITE CONDUCTED BY VIRGINIA LICENSED PEST EXTERMINATOR TO ENSURE THE SITE REMAINS RODENT FREE. 1. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. 2. ALL AREAS, ON OR OFF-SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND ALL AREAS, ON OR OFF-SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT PAVED OR BUILT UPON, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT GRASS, SEED MIXTURE TO BE AS RECOMMENDED BY THE CITY AGENT. ALL SLOPES 3:1 AND GREATER SHALL BE SODDED AND PEGGED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE CITY OF ALEXANDRIA. 3. EXISTING CONSTRUCTION SHALL BE REMOVED TO NEAREST JOINT. NEW CONSTRUCTION EXISTING CONSTRUCTION SHALL BE REMOVED TO NEAREST JOINT. NEW CONSTRUCTION SHALL BE PROVIDED AS SHOWN AND ANY DAMAGED AREA SHALL BE REPAIRED TO MATCH CONDITIONS EXISTING PRIOR TO CONSTRUCTION. 4. TOPS OF EXISTING STRUCTURES WHICH REMAIN IN USE ARE TO BE ADJUSTED IN TOPS OF EXISTING STRUCTURES WHICH REMAIN IN USE ARE TO BE ADJUSTED IN ACCORDANCE WITH THE FINISHED GRADE AS SHOWN IN PLANS. ALL PROPOSED STRUCTURE TOP ELEVATIONS ARE TO BE VERIFIED BY THE CONTRACTOR WITH THE PLANS. MINOR ADJUSTMENTS TO MEET FINISHED GRADE ELEVATIONS MAY BE REQUIRED. 5. CONSTRUCTION STAKEOUT SHALL BE UNDER THE DIRECT SUPERVISION OF A LICENSED CONSTRUCTION STAKEOUT SHALL BE UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA. CUT SHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL WITHIN 24 HOURS OF THE CONSTRUCTION STAKEOUT. 6. SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED ENTRANCE AND/OR CURB & GUTTER TO PRECLUDE THE FORMING OF FALSE AND/OR THE PONDING OF WATER ON THE ROADWAY. 7. PROPOSED PAVEMENT SECTION DEPTH(S) IS BASED ON A CBR VALUE OF 10. PROPOSED PAVEMENT SECTION DEPTH(S) IS BASED ON A CBR VALUE OF 10. LABORATORY TESTS OF SUBGRADE SOIL SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBGRADE THICKNESS PRIOR TO PAVING. IN THE CASE OF PAVEMENT PATCHES, PAVEMENT SECTION MUST MEET OR EXCEED EXISTING SECTION. 8. ALL PAVEMENT MARKING TO MEET THE REQUIREMENTS OF MANUAL ON UNIFORM ALL PAVEMENT MARKING TO MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS AND SHALL BE IN FULL COMPLIANCE WITH THE VDOT ROAD AND BRIDGE SPECIFICATIONS FOR A TYPE B, CLASS I PAVEMENT MARKING. 9. THE CONTRACTOR MUST ENSURE THAT POSITIVE DRAINAGE OCCURS ON SITE TO THE CONTRACTOR MUST ENSURE THAT POSITIVE DRAINAGE OCCURS ON SITE TO PREVENT PONDING OR DRAINAGE PROBLEMS ON ADJACENT PROPERTIES. 10. CONTRACTOR MUST ENSURE THAT THERE IS NO DISTURBANCE ON ADJACENT CONTRACTOR MUST ENSURE THAT THERE IS NO DISTURBANCE ON ADJACENT PROPERTIES. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN UTILITY SERVICES AT ALL TIMES IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONNECTION AND/OR CONSTRUCTION. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL, PER VIRGINIA WORK THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL, PER VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, REVISION 2.1: NOVEMBER 1, 2020, DURING CONSTRUCTION. NO SIDE AND/OR CROSS WALK SHALL BE CLOSED DURING CONSTRUCTION. IF SIDE AND/OR CROSS WALK NEED TO BE CLOSED TO FACILITATE THE CONSTRUCTION THEN THE CONTRACTOR SHALL PROVIDE A SIDE AND/OR CROSS WALK CLOSURE PLAN TO THE SATISFACTION OF THE DIRECTOR OF THE DEPARTMENT OF PROJECT IMPLEMENTATION (DPI). 1. THERE ARE NO TIDAL WETLANDS, TIDAL SHORES, TRIBUTARY STREAMS, FLOODPLAINS, THERE ARE NO TIDAL WETLANDS, TIDAL SHORES, TRIBUTARY STREAMS, FLOODPLAINS, CONNECTED TIDAL WETLANDS, ISOLATED WETLANDS, HIGHLY ERODIABLE/PERMEABLE SOILS OR BUFFER AREAS ASSOCIATED WITH SHORES, STREAMS, OR WETLANDS LOCATED ON THE SITE. FURTHER, THERE ARE NO WETLAND PERMITS REQUIRED FOR THIS DEVELOPMENT PROJECT. ADDITIONALLY, THERE ARE NO KNOWN UNDERGROUND STORAGE TANKS OR AREAS OF SOIL OR GROUNDWATER CONTAMINATION ON THE SITE. 2. THE CITY OF ALEXANDRIA DEPARTMENT OF TRANSPORTATION AND ENVIRONMENTAL THE CITY OF ALEXANDRIA DEPARTMENT OF TRANSPORTATION AND ENVIRONMENTAL SERVICES, DIVISION OF ENVIRONMENTAL QUALITY MUST BE NOTIFIED IF UNUSUAL OR UNANTICIPATED CONTAMINATION OR UNDERGROUND STORAGE TANKS, DRUMS, AND CONTAINERS ARE ENCOUNTERED AT THE SITE. IF THERE IS ANY DOUBT ABOUT PUBLIC SAFETY OR A RELEASE TO THE ENVIRONMENT, THE ALEXANDRIA FIRE DEPARTMENT MUST BE CONTACTED IMMEDIATELY BY CALLING 911. THE TANK OR CONTAINERS REMOVAL, ITS CONTENTS, ANY SOIL CONTAMINATION AND RELEASES TO THE ENVIRONMENT WILL BE HANDLED IN ACCORDANCE WITH FEDERAL, STATE, AND CITY REGULATIONS. 1. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE ALEXANDRIA NOISE CONTROL ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE ALEXANDRIA NOISE CONTROL CODE TITLE 11, CHAPTER 5, WHICH PERMITS CONSTRUCTION ACTIVITIES TO OCCUR BETWEEN THE FOLLOWING HOURS: a. MONDAY THROUGH FRIDAY FROM 7 AM TO 6 PM AND MONDAY THROUGH FRIDAY FROM 7 AM TO 6 PM AND b. SATURDAYS FROM 9 AM TO 6 PM. SATURDAYS FROM 9 AM TO 6 PM. c. NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON SUNDAYS. NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON SUNDAYS. d. PILE DRIVING IS FURTHER RESTRICTED TO THE FOLLOWING HOURS: PILE DRIVING IS FURTHER RESTRICTED TO THE FOLLOWING HOURS: MONDAY THROUGH FRIDAY FROM 9 AM TO 6 PM AND SATURDAYS FROM 10 AM TO 4 PM. e. NO WORK IS PERMITTED ON ALL CITY OBSERVED HOLIDAYS. NO WORK IS PERMITTED ON ALL CITY OBSERVED HOLIDAYS. 1. PER DEQ GUIDANCE MEMO 15-2003, FOR LINEAR DEVELOPMENT PROJECTS SUCH AS PER DEQ GUIDANCE MEMO 15-2003, FOR LINEAR DEVELOPMENT PROJECTS SUCH AS THIS THAT WILL NOT RESULT IN SIGNIFICANT CHANGES TO THE PREDEVELOPMENT RUNOFF CHARACTERISTICS OF THE LAND SURFACE AFTER THE COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION, THE REQUIREMENT FOR THE PREPARATION AND IMPLEMENTATION OF A STORM WATER MANAGEMENT PLAN IS WAIVED. 2. THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED MUST BE ADEQUATELY THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED MUST BE ADEQUATELY STABILIZED ON A DAILY BASIS. THE OWNER AND/OR CONSTRUCTION ACTIVITY OPERATOR WILL DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN POLLUTION PREVENTION MEASURES TO: A. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS; B. MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT ON-SITE TO PRECIPITATION AND TO STORMWATER; C. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES; D. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE; PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE; E. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS; AND F. PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE. 1. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING MINIMUM STANDARDS DESCRIBED IN THE SECTION 4VAC50-30-40 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) AND ADDITIONAL APPLICABLE PRACTICES FOLLOWED BY THE CITY OF ALEXANDRIA: A. ALL EXCAVATED MATERIAL TO BE REPLACED INTO TRENCH SHALL BE STOCKPILED ALL EXCAVATED MATERIAL TO BE REPLACED INTO TRENCH SHALL BE STOCKPILED ON THE HIGH SIDE OF THE TRENCH. IF ANY TRENCH WORK WILL REMAIN OPENED AFTER THE END OF THE WORKDAY, ALL NEEDED EROSION AND SEDIMENT CONTROLS SHALL BE EMPLOYED. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. B. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION, AND AS DETERMINED BY THE CITY OF ALEXANDRIA. C. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. D. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NO ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. E. UTILITY CORRIDORS IN CONTAMINATED SOIL SHALL BE OVER EXCAVATED BY 2 FEET UTILITY CORRIDORS IN CONTAMINATED SOIL SHALL BE OVER EXCAVATED BY 2 FEET AND BACKFILLED WITH “CLEAN” SOIL. CLEAN” SOIL. SOIL. F. ALL NEW INSTALLATIONS AND/OR REINSTALLATIONS OF UTILITIES SUCH AS ALL NEW INSTALLATIONS AND/OR REINSTALLATIONS OF UTILITIES SUCH AS ELECTRICAL LINES, GAS PIPES, COMMUNICATION CABLES INCLUDING WATER AND SEWER LATERALS BOTH ON PRIVATE PROPERTY AND IN THE PUBLIC RIGHT OF WAY IN THE CITY OF ALEXANDRIA SHALL BE PROVIDED WITH 3” AND 6” WIDE 5 MIL AND 6” WIDE 5 MIL WIDE 5 MIL OVERALL THICKNESS DETECTABLE UNDERGROUND WARNING TAPES (DUWT). THE 3” DUWT SHALL BE INSTALLED AT DEPTHS OF 12” TO 18” AND 6” WIDE AT A DEPTH TO 18” AND 6” WIDE AT A DEPTH AND 6” WIDE AT A DEPTH WIDE AT A DEPTH OF 24” SO AS TO MAKE UNDERGROUND INSTALLATIONS EASY TO FIND USING A SO AS TO MAKE UNDERGROUND INSTALLATIONS EASY TO FIND USING A NON-FERROUS LOCATOR. THE DUWT SHALL BE WITH ALUMINUM BACKING OR SOLID ALUMINUM CORE LAMINATED WITH A PROTECTIVE CLEAR FILM ON BOTH SIDES, SEALING AND PROTECTING THE GRAPHICS FROM UNDERGROUND MOISTURE, ACIDS, ALKALIS, AND OTHER SOIL SUBSTANCES. ALL DUWT TAPES SHALL BE PRINTED IN BLACK INK ON AMERICAN PUBLIC WORKS ASSOCIATION (APWA) APPROVED COLORS TO MEET OR EXCEED INDUSTRY STANDARDS. THE FOLLOWING ARE THE APWA COLOR CODES: 2. THE CITY OF ALEXANDRIA FIRE DEPARTMENT SHALL BE NOTIFIED IN ADVANCE OF ANY THE CITY OF ALEXANDRIA FIRE DEPARTMENT SHALL BE NOTIFIED IN ADVANCE OF ANY FIRE HYDRANT TAKEN OUT OF SERVICE AND OF ALL AREAS AFFECTED AS WORK IS PERFORMED. (JACK.HOFFMAN@ALEXANDRIAVA.GOV, JOSHUA.PEARSON@ALEXANDRIAVA.GOV)

AutoCAD SHX Text COLOR CODES CODES RED CAUTION BURIED ELECTRIC POWER LINES, CABLES, CONDUITS AND CAUTION BURIED ELECTRIC POWER LINES, CABLES, CONDUITS AND LIGHTNING CABLES. YELLOW CAUTION GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS. CAUTION GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS. ORANGE CAUTION COMMUNICATIONS, ALARM OR SIGNAL LINES, CABLES OR CAUTION COMMUNICATIONS, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. BLUE CAUTION POTABLE WATER CAUTION POTABLE WATER PURPLE CAUTION RECLAIMED WATER, IRRIGATION AND SLURRY LINES CAUTION RECLAIMED WATER, IRRIGATION AND SLURRY LINES GREEN CAUTION, SEWER, DRAIN LINES AND FORCE MAINCAUTION, SEWER, DRAIN LINES AND FORCE MAIN

AutoCAD SHX Text DOMINION VIRGINIA POWER 888-667-3000 888-667-3000 VERIZON COMMUNICATIONS 888-826-2355 888-826-2355 COMCAST 888-683-1000 888-683-1000 WASHINGTON GAS 703-750-1000 703-750-1000 PEPCO 202-833-7500 202-833-7500 VIRGINIA AMERICAN WATER 800-452-6863 800-452-6863 SANITARY SEWER - CITY OF ALEX. 703-746-4488 703-746-4488 CONTRACTOR SHALL CONFORM TO THE OVERHEAD HIGH VOLTAGE ACT (EFFECTIVE JULY 1, 2003) AND SHALL CONTACT THE NECESSARY AUTHORITIES PRIOR TO START OF CONSTRUCTION.

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1. THE APPLICANT SHALL CALL ALEXANDRIA ARCHAEOLOGY IMMEDIATELY (703-746-4399) THE APPLICANT SHALL CALL ALEXANDRIA ARCHAEOLOGY IMMEDIATELY (703-746-4399) IF ANY BURIED STRUCTURAL REMAINS (WALL FOUNDATIONS, WELLS, PRIVIES, CISTERNS, ETC.) OR CONCENTRATIONS OF ARTIFACTS ARE DISCOVERED DURING DEVELOPMENT. WORK MUST CEASE IN THE AREA OF THE DISCOVERY UNTIL A CITY ARCHAEOLOGIST COMES TO THE SITE AND RECORDS THE FINDS. 2. THE APPLICANT/DEVELOPER SHALL NOT ALLOW ANY METAL DETECTION TO BE THE APPLICANT/DEVELOPER SHALL NOT ALLOW ANY METAL DETECTION TO BE CONDUCTED ON THE PROPERTY, OR ALLOW INDEPENDENT PARTIES TO COLLECT OR EXCAVATE ARTIFACTS, UNLESS AUTHORIZED BY ALEXANDRIA ARCHEOLOGY. 3. IT IS ILLEGAL TO DISTURB HUMAN REMAINS WITHOUT OBTAINING APPROPRIATE LEGAL IT IS ILLEGAL TO DISTURB HUMAN REMAINS WITHOUT OBTAINING APPROPRIATE LEGAL AUTHORIZATION. IF BURIALS ARE FOUND DURING THE ARCHAEOLOGICAL INVESTIGATION AND NEED TO BE MOVED PRIOR TO DEVELOPMENT, THE APPLICANT SHALL BE RESPONSIBLE FOR THE ARCHAEOLOGICAL REMOVAL AND FOR OBTAINING THE NECESSARY LEGAL DOCUMENTS, INCLUDING A PERMIT FROM THE VIRGINIA DEPARTMENT OF HISTORIC RESOURCES FOR THE ARCHAEOLOGICAL REMOVAL OF BURIALS. CODE C-1 ALL REQUIRED ARCHAEOLOGICAL PRESERVATION MEASURES SHALL BE COMPLETED IN COMPLIANCE WITH SECTION 11-411 OF THE ZONING ORDINANCE.

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CIPP

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CURED IN PLACE PIPE

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%%UEXISTING

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%%UPROPOSED

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LIMITS OF DISTURBANCE

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INLET PROTECTION

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SANITARY SEWER LINE

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SANITARY SEWER LATERAL

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ELECTRIC METER

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TH-2

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IP

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21"RCP

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LOD

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LIMIT OF DISTURBANCE

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TRENCH LIMITS

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DUWT

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DETECTABLE UNDERGROUND

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WARNING TAPE

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UNK

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UNKNOWN

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VCP

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VITRIFIED CLAY PIPE

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CRZ

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CRITICAL ROOT ZONE

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DEC

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DECIDUOUS

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DBH

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DIAMETER AT BREAST HIGHT

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TREE PROTECTION

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1. CONTRACTOR SHALL ENSURE ALL DISCHARGES ARE IN ACCORDANCE WITH CITY OF CONTRACTOR SHALL ENSURE ALL DISCHARGES ARE IN ACCORDANCE WITH CITY OF ALEXANDRIA CODE TITLE 5, CHAPTER 6, ARTICLE B. 2. DEWATERING AND OTHER CONSTRUCTION RELATED DISCHARGE LIMITS TO THE SEWER DEWATERING AND OTHER CONSTRUCTION RELATED DISCHARGE LIMITS TO THE SEWER SYSTEM ARE REGULATED BY ALEXRENEW PRETREATMENT. CONTRACTOR IS REQUIRED TO CONTACT ALEXRENEW’S PRETREATMENT COORDINATOR AT 703-721-3500 X2020.S PRETREATMENT COORDINATOR AT 703-721-3500 X2020.

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AS SHOWN

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SHEET

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DESIGNED BY:

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DRAWN BY:

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CITY OF ALEXANDRIA, VIRGINIA

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DATE:

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DATE:

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CHECKED BY:

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AutoCAD SHX Text DEPARTMENT OF TRANSPORTATION & ENVIRONMENTAL SERVICES - PROJECT IMPLEMENTATION 2331 MILL ROAD, SUITE 302 ALEXANDRIA, VIRGINIA 22314

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REVISIONS DATE BY DESCRIPTIONBY DESCRIPTIONDESCRIPTION

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APPROVED BY:

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DATE:

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ALEXANDRIA PROJECT NO.:

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DATE OF PLAN ISSUANCE:

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CONSULTANT PROJECT ID.:

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BID SET

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COLONIAL AVENUE SANITARY SEWER SEPARATION PROJECT

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DND

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RWH

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AutoCAD SHX Text C:\pw_pl1\cabrerajg\d4619841\G-002.dwg PLOTTED: 5/13/2026 7:19:27 AM BY CABRERA, JEFFREY PLOTTED: 5/13/2026 7:19:27 AM BY CABRERA, JEFFREY5/13/2026 7:19:27 AM BY CABRERA, JEFFREY BY CABRERA, JEFFREYCABRERA, JEFFREY

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SCALE

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DGG

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NONE

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BASE MATERIAL

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COMM

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COMMUNICATIONS

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EXIST

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DUCT BANK

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FIRE DEPARTMENT NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY’S PERMITTING OFFICE AND THE CITY’S PROJECT CONTRACTOR SHALL NOTIFY THE CITY’S PERMITTING OFFICE AND THE CITY’S PROJECT S PERMITTING OFFICE AND THE CITY’S PROJECT S PROJECT MANAGER TO PROVIDE NOTICE TO THE FIRE DEPARTMENT TWO WEEKS IN ADVANCE OF ANY ROAD CLOSURES AS WORK IS PERFORMED. 2. CONTRACTOR SHALL NOTIFY THE CITY’S PERMITTING OFFICE AND THE CITY’S PROJECT S PERMITTING OFFICE AND THE CITY’S PROJECT S PROJECT MANAGER TO PROVIDE NOTICE TO THE FIRE DEPARTMENT TWO WEEKS IN ADVANCE OF ANY FIRE HYDRANTS TAKEN OUT OF SERVICE AND OF ALL AREAS AFFECTED AS WORK IS PERFORMED.

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STORM STRUCTURE AS-BUILT TABLE

STRUCTURE # GIS FACILITY ID NORTHING EASTING RIM ELEV. PIPE INFO. INV. IN PIPE INFO. INV. IN PIPE INFO. INV. OUT Notes

1 000063SCCCB 6983574.10 11896686.00 45.36 - - - - 10"RCP (NE) 42.8

2 000040SCCCB 6983581.68 11896690.43 45.01 10"RCP (SW) 42.52 4"PVC (SE) 42.65 12"CLAY (NE) 41.75

3 NA 6983424.01 11896227.52 47.91 18"X14"RCP (NW) 40.34 - - 15"PVC (SE) 43.14

4 007226IN 6983439.59 11896124.66 46.28 18"X14"RCP (SE) 39.94 18"RCP (SW) 40.33 18"RCP (NW) 39.90

5 NA 6983418.69 11896117.52 46.75 NA (E) NA - - 18"RCP (NE) 40.55

6 007227IN 6983457.32 11896017.91 45.02 18"RCP (SE) 39.44 - - 24"RCP (SW) 39.39

7 003061SMH 6983486.53 11895988.01 45.2 15"RCP (NE) 40.51 - - 24"X18"RCP (SW) 39.41 8 003060SMH 6983505.86 11896004.65 45.28 15"RCP (NW) 41.26 15"RCP (SE) 41.34 15"RCP (SW) 40.98

9 007827IN 6983522.92 11896002.28 44.99 - - - - 15"RCP (SE) 41.05

10 007828IN 6983491.70 11896024.42 45.37 15"RCP (NE) 42.32 - - 15"RCP(NW) 41.91

11 NA 6983445.24 11896088.15 45.99 18" RCP (SE) 39.81 18"RCP (SW) 41.97 18"RCP (NW) 39.76 12 NA 6983455.09 11896028.26 45.25 18"RCP (SE) 39.55 18"RCP (SW) 41.41 18"RCP (NW) 39.45 13 003062SMH 6983451.06 11895982.04 44.88 24"RCP (NE) 39.26 24"x18"RCP (NE) 39.29 24"RCP (SW) 39.22 14 003195SMH 6983421.61 11895980.70 45.12 24"RCP (NE) 39.12 12"PVC (NE) 41.47 30"RCP (SW) 38.92 PIPE (SW) CAPPED

15 008046IN 6983240.23 11895953.45 43.27 30"RCP (NE) 37.46 - - 30"RCP (SW) 34.45

16 007829IN 6983504.47 11896038.90 46.11 - - - - 15"RCP (SW) 42.51

17 NA 6983446.03 11896027.10 45.46 NA (SW) 42.26 - - 18"RCP (NE) 41.69

18 NA 6983437.12 11896086.59 46.28 - - - - 18"RCP (NE) 42.29

SANITARY SEWER STRUCTURE AS-BUILT TABLE

STRUCTURE #

GIS FACILITY

ID NORTHING EASTING RIM ELEV. PIPE INFO. INV. IN PIPE INFO. INV. IN PIPE INFO. INV. IN PIPE INFO. INV. OUT NOTES A 005587SSMH 6983603.99 11896709.12 45.50 12"RCP (SW) 40.44 24"RCP (NW) 40.15 10" TC (NE) 40.35 24"RCP (SE) 40.12 B 005586SSMH 6983634.94 11896727.83 45.09 10"TC (NE) 40.64 - - - - 10"TC (SW) 40.59 C 005611SSMH 6983588.21 11896576.04 46.22 10"RCP (SW) 41.02 12"RCP (NW) 40.89 - - 12"RCP (NE) 40.86 D 005619SSMH 6983562.07 11896360.38 47.17 10" (CAPPED) (SW) 41.63 - - - - 10"RCP (NE) 41.61 E 005620SSMH 6983623.10 11896258.62 47.03 NA (E) 40.25 10"RCP (N) 39.87 - - 10"RCP (S) 39.80 F 005621SSMH 6983434.26 11896259.86 47.62 8"VCP (SE) 38.81 10"RCP (N) 38.86 - - 10"RCP (NW) 38.77 G 007778SSMH 6983452.43 11896139.60 46.83 6" PVC (NE) 38.51 10"RCP (SE) 38.06 - - 10"RCP (NW) 37.98 H 005623SSMH 6983478.35 11895955.82 44.88 10"RCP (NE) 36.81 10"RCP (SE) 37.04 - - 10"RCP (SW) 36.80 J 007010SSMH 6983425.90 11895948.53 44.34 10"RCP (NE) 36.62 NA (NW) 37.21 - - 12"RCP (SW) 36.61 K 008315SSMH 6983434.20 11896217.51 47.81 NA (SW) 28.98 - - - - 10"PVC (NW) 28.67 L 008316SSMH 6983468.08 11895993.35 45.13 10"PVC (SE) 26.82 - - - - 10"PVC (SW) 26.78 M 008317SSMH 6983460.77 11895969.38 44.90 10"PVC (NE) 26.68 12"VC (NE) 26.37 - - 12"PVC (SW) 26.27 N 007635SSMH 6983527.71 11895979.68 45.10 12"PVC (NE) 27.45 NA (NW) 27.27 - - 12"PVC (SW) 26.86 P 008378SSMH 6983848.46 11896028.32 46.08 12"PVC (NE) 29.14 10"PVC (NW) 29.37 - - 12"PVC (SW) 29.11 Q 007636SSMH 6983413.02 11895960.91 44.83 12"PVC (NE) 25.04 30"CLAY (NE) 14.10 - - 30"CLAY (SW) 14.10 OWNED/MAINTAINED BY ALEXRENEW

R 007917SSMH 6983108.29 11895900.88 42.61 NA (NE) - - - - - NA(SW) - NO ACCESS TO INVERT SEALED S 500053SSMH 6983428.80 11895966.73 44.79 8"PVC (E) 26.59 12"PVC (NE) 25.64 - - 12"PVC (SW) 25.34

T 007775SSMH 6983799.42 11896243.61 46.51 NA (NW) 41.41 NA (SW) 40.7 - - 10"RCP (SE) 40.59

U - 6983785.88 11896009.60 45.81 - - - - - - 30"CLAY(SW) 14.7

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ASPHALT

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ADA RAMP

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IPF

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ADA RAMP

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CONC. S/W

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CONC. C&G

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POST PEDESTRIAN CROSSING

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CONC. S/W

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CONC. C&G

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MTL. PLATE

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GRASS

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PPL C1015-TC21

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PPL C1015-TC34

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GRASS

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CONC. S/W

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BRUSH

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BRUSH

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MULCH

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CONC. C&G

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CONC. C&G

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CONC.

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ASPHALT

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ASPHALT

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CONC.

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ASPHALT

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ASPHALT

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CONC. C&G

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CONC.

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PPL TC30

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10"DEC

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RAMP

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WPS

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WPS

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WPS

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WPS

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CONC. S/W

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GRASS

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LP C1015 -TC53

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PPL C1015-TC24

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GRASS

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CONC. S/W

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MULCH

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BENCH

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CONC.

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CONC.

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PLANTED AREA

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CONC. C&G

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BRICK S/W

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LP SC63

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WPS

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WPS

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YPS

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PKF

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BRICK S/W

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WPS

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BRICK S/W

AutoCAD SHX Text #1000

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LP SC87

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BRICK S/W

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WPS

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YPS

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FDC

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FDC

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CONC. C&G

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ASPHALT

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CONC. C&G

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CONC. S/W

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WPS

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CONC. WALL W/ RAIL FENCE

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MULCH

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ASPHALT

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GRASS

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CONC. S/W

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MULCH

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(4) BOLLARD W/ METAL SIGN

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WOOD POST

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ADA RAMP

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GRASS

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12" RCP

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12" CLAY

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4" PVC

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10"RCP

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24" RCP

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POSSIBLE CONNECTION

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10" TC

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LP C1015-OC49

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LP C1015-UD23

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LP C1015-UD03

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PPL C1015-TD82

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PPL C1015-TD60

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24" RCP

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10" TC

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12" RCP

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10" RCP

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10" (CAPPED)

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10" RCP

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10" RCP

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10" RCP

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NEF

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10" RCP

AutoCAD SHX Text 10"

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12"RCP (R)

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10" PVC (R)

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10" PVC

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12" PVC

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12" PVC

AutoCAD SHX Text N

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12" PVC

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CLAY 30" (R)

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10" RCP

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AutoCAD SHX Text 18"x14"RCP

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15" PVC

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18" RCP

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18" RCP

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15" RCP

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15"RCP

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15"RCP

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POST PEDESTRIAN CROSSING

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7-STORY BUILDING #930

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CONC.

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CONC. C&G

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ASPHALT

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ASPHALT

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N/F LOT 31 MINNIE E. WILSON TM: 054.02-02-01 INSTR. #080010065

AutoCAD SHX Text #1024

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N/F LOT 601 EQR-DALTON LLC TM: 054.02-02-01 INSTR. #190018022

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18"RCP

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18"RCP

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18"RCP

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24"RCP

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30"RCP

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AutoCAD SHX Text 24"x18" RCP

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15" RCP

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BIKE RACK

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N/F LOT 1A, BLOCK 2 JEFFREY LEE YATES TM: 054.01-03-02 INSTR. #170013950

AutoCAD SHX Text #1004

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N/F JEFFREY LEE YATES TM: 054.01-03-03 INSTR. #170013950

AutoCAD SHX Text #1002

AutoCAD SHX Text #950

AutoCAD SHX Text N/F LOT 603 POTOMAC CLUB RESIDENCE LIMITED PARTNERSHIP TM: 054.01-02-05 INSTR. #010001503

AutoCAD SHX Text #1112

AutoCAD SHX Text N/F ANTHONY A. DAMIANI, DAVID A. DAMIANI AND MARYLISA D. LICHENS TM: 054.01-03-04 INSTR. #220000804

AutoCAD SHX Text N/F 930 NORTH HENRY CONDOMINIUM UNIT OWNERS ASSOCIATION TM: 054.01-0C-00 INSTR. #210023030

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N/F JAMES BLAND HOMES TM: 054.02-13-02

AutoCAD SHX Text #999

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N/F LOT 30 DAVID E. & REBECCA A. SAUNDERS TM: 054.02-02-02 INSTR. #210017428

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N/F LOT 29 LYDIA A. D'ALOIS TM: 054.02-02-03 INSTR. #010010110

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N/F LOT 28 SHELBY CRANDELL TM: 054.02-02-04 D.B.:1552, PG.1575

AutoCAD SHX Text #1018

AutoCAD SHX Text #1022

AutoCAD SHX Text #1020

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N/F LOT 27 3RC CO LLC TM: 054.02-02-05 INSTR#15901320

AutoCAD SHX Text #1016

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N/F LOT 25 BARBARA L. TOMLINSON & ROBERT E. TM: 054.02-02-07 D.B.: W290, PG. 497

AutoCAD SHX Text #1014

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N/F LOT 26 BRIAN P. WOODBURN TM: 054.02-02-06 INSTR#140005625

AutoCAD SHX Text #1012

AutoCAD SHX Text #1010

AutoCAD SHX Text #1008

AutoCAD SHX Text #1006

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N/F LOT 22 WILLIAM T. POTIAT TM: 054.02-02-10 INSTR#200028108

AutoCAD SHX Text N/F LOT 23 PRESTON ALEXANDER & JEAN C. MACON WEELS TM: 054.02-02-09 D.B.737, PG.375

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N/F LOT 24 HOWARD TURNER, JR. & CARDELL TURNER TM: 054.02-02-08 D.B.729, PG.526

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N/F LOT 1 KAREN DENISE HALL TM: 054.02-01-01 D.B.1147, PG.1487

AutoCAD SHX Text #1027

AutoCAD SHX Text #1025

AutoCAD SHX Text #1023

AutoCAD SHX Text #1021

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N/F LOT 2 CRESTWOOD INVESTMENTS LLC TM: 054.02-01-02 INSTR#090011597

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N/F LOT 3 PURVI GANDHI & ALLEN MIGUEL IRWIN TM: 054.02-01-03 INSTR#070020301

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N/F LOT 4 SARAH D. BODGAN & SETH M. LARSON TM: 054.02-01-04 INSTR#130010262

AutoCAD SHX Text N/F LOT 5 NADINE VICTORIA CALDERON & DAVID THOMAS BIRSEN TM: 054.02-01-05 INSTR#230000188

AutoCAD SHX Text #1019

AutoCAD SHX Text #1017

AutoCAD SHX Text #1015

AutoCAD SHX Text #1013

AutoCAD SHX Text #1011

AutoCAD SHX Text #1009

AutoCAD SHX Text #1007

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N/F LOT 6 DOUGLAS FREEMAN TM: 054.02-01-06 INSTR#060005099

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N/F LOT 7 ERIN E. ORLICH TM: 054.02-01-07 INSTR#130011273

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N/F LOT 8 HYRUM T. BROSSARD TM: 054.02-01-08 INSTR#130014463

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N/F LOT 9 KELLY M. & CHRISTOPHER M. VONTZ TM: 054.02-01-09 INSTR#020007088

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N/F LOT 10 PATRICK T. & NANCY A. ELMAHDY TM: 054.02-01-10 INSTR#140001433

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N/F LOT 11 CONNOR P. & JESSICA MALLON TM: 054.02-01-11 INSTR#180006725

AutoCAD SHX Text #1100

AutoCAD SHX Text N/F LOT 12 CHRISTOPHER J. KAY & HEIDI M. LEINBACH TM: 054.02-01-15 INSTR#100006841

AutoCAD SHX Text #1016

AutoCAD SHX Text N/F LOT 21 HENRY M. HOLLIDAY & OVELLIA I. HOLLIDAY TM: 054.02-02-11 D.B.673, PG.90

AutoCAD SHX Text N/F LOT 6 JOHN FRANK SCALIA & JAN MICHELE SCALIA TM: 054.02-03-01 INSTR#110001124

AutoCAD SHX Text #932

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N/F LOT 5 CHARLES E. CHASSEUR & CINDY P. HO TM: 054.02-03-39 INSTR#110018691

AutoCAD SHX Text #1021

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N/F LOT 4 JOFI J. JOSEPH & CAROLYN M. LEDDY TM: 054.02-03-38 INSTR#040023058

AutoCAD SHX Text #1019

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N/F LOT 13 PAUL J. CARLINO & REBECCA N. EICHLER TM: 054.02-01-14 INSTR#010009435

AutoCAD SHX Text #1102

AutoCAD SHX Text #1104

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N/F LOT 14 JAMIE SCOTT CUMMINS TM: 054.02-01-13 INSTR#210024826

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ADA RAMP

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CONC. CURB

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WESTOVER D.B. 152, PG. 272

AutoCAD SHX Text

WESTOVER D.B. 152, PG. 272

AutoCAD SHX Text

WESTOVER D.B. 152, PG. 272

AutoCAD SHX Text

WESTOVER D.B. 152, PG. 272

AutoCAD SHX Text

WESTOVER D.B. 187, PG. 27

AutoCAD SHX Text

WESTOVER D.B. 187, PG. 27

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6" PVC

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ADA RAMP

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ADA RAMP

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ADA RAMP

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ADA RAMP

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ADA RAMP

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ADA RAMP

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ADA RAMP

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ADA RAMP

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8" (CAPPED)

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12" PVC

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CLAY 30" (R)

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AutoCAD SHX Text B

AutoCAD SHX Text B

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EMPTY

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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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EOI

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EOI

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TR

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EOI

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EOI

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GAS METER ASSEMBLY

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BUILDING AWNING (TYP.)

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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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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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EOI

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EOI

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EOI

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ELECTRIC VAULT

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CONC.

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BUILDING OVERHANG

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INTERCOM

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INTERCOM

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BUILDING OVERHANG

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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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2.5" PIPE ON WALL

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ROOF DRAIN

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WPS

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BRICK

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CONC. S/W

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PLANTED AREA

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PLANTED AREA

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LOADING DOCK

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24"RCP

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4' WOOD FENCE

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6.5' WOOD FENCE

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4' CHAINLINK FENCE

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ROOF DRAIN

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PLANTED AREA

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PLANTED AREA

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ADA RAMP

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ADA RAMP

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STOP BAR (TYP.)

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ADA RAMP

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MULCH

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TRAFFIC BOOM

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UNDERGROUND CABLE

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UNDERGROUND TELECOMMUNICATIONS

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UNDERGROUND ELECTRIC

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12" PVC

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18" RCP

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8"PVC

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COMM. LINE. MARKED BY OTHERS (QL-D)

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EOI

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EOI

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WPS

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BRICK WALL W/ METAL FENCE

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BRICK WALL W/ CLF

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CONC. WALL

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BRICK WALL

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CONC. WALL

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BRICK WALL W/ METAL FENCE

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CONC. WALL

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BRICK WALL W/ METAL FENCE

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BRICK WALL

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4' CHAINLINK FENCE (CLF)

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BRICK WALL W/ CLF

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BRICK WALL

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4' WOOD FENCE

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BRICK WALL

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(ALEXRENEW)

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AS SHOWN

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SHEET

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DESIGNED BY:

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DRAWN BY:

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CITY OF ALEXANDRIA, VIRGINIA

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DATE:

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DATE:

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CHECKED BY:

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DATE:

AutoCAD SHX Text DEPARTMENT OF TRANSPORTATION & ENVIRONMENTAL SERVICES - PROJECT IMPLEMENTATION 2331 MILL ROAD, SUITE 302 ALEXANDRIA, VIRGINIA 22314

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REVISIONS DATE BY…