S02 - Attachment 4 - Columbia EHRM Civil Drawing Set 2 of 9.pdf
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- Attached to
- EHRM Infrastructure Upgrades Construction - Columbia, SC VAMC Federal contract opportunity
- Solicitation number
- 36C77623R0096
About this file
This file is an attachment to a solicitation for the EHRM Infrastructure Upgrades Construction project at the Columbia, South Carolina VA Medical Center. The related solicitation number is 36C77623R0096, issued by the Department of Veterans Affairs Technology Acquisition Center Austin to procure construction services. The attachment contains civil drawing set number two of nine for the project, with plans for site work, utilities, and other infrastructure upgrades at the medical center campus. Responses to the solicitation are due on the date specified for offers to be received, with award of the firm-fixed price construction contract expected within ninety days thereafter.
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LIMITS OF CONSTRUCTION
PVC CONDUIT DUCTBANK
LOC
LINETYPES
NEW HANDHOLES: 4' x 4'
NEW FIBER MANHOLES: 6' x 12'
EXISTING MANHOLES - REUSE FOR
NEW DUCTBANK ROUTES
EXISTING HAND HOLES - REUSE
FOR NEW DUCTBANK ROUTES
REMOVE TREE
AREA OF DEMOLITION AND
REPLACEMENT; CONCRETE AND
ASPHALT, CURB AND GUTTER,
RAMPS, SIDEWALKS, OTHER
HARDSCAPES
HATCH
SITE FEATURES
SILT FENCE
CURB INLET PROTECTION (TYP.)
SOUTH CAROLINA DHEC - TYPE F
AREA INLET PROTECTION (TYP.)
SOUTH CAROLINA DHEC - TYPE A
EROSION CONTROL MEASURES
SF
HHx
MHx
MH
X X X X X
X X
X
X UNIVERSITY OF SOUTH CAROLINA
GARNERS FERRY RD.
VETER
AN
S R D
O
LD
W O
O D
LAN
D
S R D
BYR
O
N R
D
WEST WOODLANDS TRAIL RD.
PA
TR
IO
T
LN
SCHOOL OF MEDICINE BLVD.
DORN DR.
D O
R N
D R
100A
103A
9A
EAST PALMETTO ST.
VETERANS AFFAIRS
REGIONAL OFFICE (VARO)
LEASE AREA
SCHOOL OF MEDICINE
www.atriaxgroup.com
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964
NC Engineering License No.: P-0214 NC Architectural License No.: 51254 SC Engineering License No.: 5444
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204
Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
7/14/2022
EROSION AND SEDIMENT
CONTROL MAINTENANCE NOTES:
1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM
EVENT GREATER THAN ONE-QUARTER INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL
TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE
2. CONTRACTOR SHALL INSPECT ALL OUTFLOWS WHERE STORMWATER RUNOFF LEAVES THE
CONSTRUCTION SITE OR ENTERS AN EXISTING STORMWATER SYSTEMS, BMP, OR WETLAND.
CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE, OR INTO THE
STORMWATER SYSTEM, BMP, OR WETLAND.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT
DEEP AT THE FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE
BARRIER.
4. TEMPORARY STABILIZATION MEASURES SUCH AS TEMPORARY SEED OR SOD SHALL BE TAKEN TO
STABILIZE THE SITE SHALL BE APPROPRIATELY MAINTAINED, INCLUDING CUTTING AND
FERTILIZING.
5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED AS SPECIFIED
TO MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.
6. ALL STORMWATER INLETS AND INLET PROTECTION ARE TO BE KEPT CLEAR OF DEBRIS, OR
SEDIMENT SHOULD ANY ACCUMULATE.
7. ROADS ARE TO BE KEPT CLEAR OF DEBRIS OR SEDIMENT.
8. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY
THROUGHOUT THE PROJECT.
9. RECORDS SHALL BE KEPT OF ALL INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE
CONTRACTOR.
10. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (PALISADES ZOYSIA) AND ALL
REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR THE SUCCESSFUL
ESTABLISHMENT OF THE SOD.
11. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND
APPROVED BY THE COR.
PROJECT DESCRIPTION:
THE E.H.R.M. (ELECTRONIC HEALTH RECORDS MODERNIZATION) PROJECT INVOLVES THE
CONSTRUCTION OF NEW CONCRETE DUCTBANKS FOR FIBER DATA LINES AND OTHER
COMMUNICATIONS ON THE CAMPUS OF THE W.J.B. DORN VA MEDICAL CENTER.
THIS PROJECT WILL REQUIRE ROUTING OF CONCRETE DUCTBANKS AROUND EXISTING UTILITIES ON THE CAMPUS TO CREATE A SYSTEM OF LOOPED ROUTES FOR DATA TO BE TRANSFERRED BETWEEN
DATA ROOMS AROUND THE CAMPUS. DUCTBANK CONSTRUCTION SHALL AVOID DISRUPTIONS TO
EXISTING SITE UTILITIES AND SERVICES WHERE POSSIBLE.
THIS WILL REQUIRE INSTALLING AND MAINTAINING LINEAR EROSION CONTROL MEASURES AT THE LIMITS OF DISTURBANCE. THE DEMOLITION OF EXISTING FEATURES INCLUDES THE REMOVAL OF
ASPHALT, CONCRETE, OTHER HARDSCAPES, AND SITE FIXTURES TO INSTALL THE DUCTBANK.
EXISTING UTILITIES ARE TO BE PROTECTED IN PLACE DURING CONSTRUCTION. IF DISRUPTION TO SERVICES IS REQUIRED, THE CONTRACTOR SHALL PROVIDE NOTICE TO THE VA NO LESS THAN 72 HOURS PRIOR TO THE SCHEDULED DISRUPTION. CONTRACTOR SHALL COORDINATE ANY UTILITIES
OUTAGES WITH THE OWNER. MINOR GRADING OF THE SITE WILL BE REQUIRED.
UPON COMPLETION OF THE DUCTBANK, EXCAVATIONS SHALL BE BACKFILLED IN APPROPRIATE LIFTS, AND COMPACTED AS REQUIRED TO MEET THE RESPECTIVE CONSTRUCTION REQUIREMENTS FOR
UTILITIES, PAVEMENT, OR LANDSCAPING AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
WORK NECESSARY TO COMPLETE THE PROJECT AS DESIGNED.
CONTRACTOR SHALL RETURN SITES DISTURBED BY CONSTRUCTION TO THE PRE-EXISTING
CONDITIONS, INCLUDING: ASPHALT AND CONCRETE PAVEMENT, CURB & GUTTER, UTILITIES,
IRRIGATION SYSTEMS, LANDSCAPING, GRASS, ADA RAMPS, STAIRS, SLABS, FENCE, SIGNS, PAVEMENT
MARKINGS, REFLECTORS, AND ALL OTHER SITE FEATURES DISTURBED/DEMOLISHED DURING
CONSTRUCTION. ALL PROPERTY OF THE VA/VARO/USC RELOCATED DURING CONSTRUCTION SHALL BE
REINSTALLED TO MATCH EXISTING, OR AS DIRECTED BY THE COR.
GENERAL NOTES:
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. SCHEDULE ALL ON-SITE INSPECTIONS WITH
THE PROJECT COR.
2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL BUILDING (UBC), PLUMBING, ELECTRICAL
CODES, & VA STANDARDS.
3. CONTRACTOR SHALL COMPLY WITH OSHA, EPA, NFPA, AND ALL OTHER APPLICABLE SAFETY
CODES AND REGULATIONS AT ALL TIMES.
4. ALL WORK SHALL BE PER VA AND PLAN SPECIFICATIONS AND DETAILS. SHOULD WORK DEVIATE
OR CHANGES BE NECESSITATED, CONTACT THE COR IMMEDIATELY.
5. PROVIDE FINISH QUALITY REPAIR AS A RESULT OF ALL DEMOLITION.
6. SUBMITTALS AND COR APPROVAL REQUIRED ON ALL NEW MATERIALS.
7. VA HAS DEDICATED CONTRACTOR LAYDOWN YARDS ON SITE. CONTRACTOR TO CONTACT VA
FOR LOCATION PRIOR TO START OF CONSTRUCTION FOR ACCESS TO CONTRACTOR LAYDOWN
YARDS. LOCATIONS IN YARDS ARE ASSIGNED BY THE VA. CONTRACTOR STAGING AND ACCESS
SHALL BE FINALIZED AT THE PRE-CONSTRUCTION MEETING.
8. LOCATION OF CONCRETE CLEANOUT TO BE COORDINATED WITH COR.
9. ALL WORK SHALL BE PERFORMED BY CRAFTSMEN WHO ARE JOURNEYMEN OF THE TRADE IN
WHICH THEY ARE PERFORMING WORK.
10. CONTRACTOR SUPERINTENDENT SHALL REPORT TO THE PROJECT COR EACH MORNING BEFORE
WORK BEGINS, AT WHICH TIME THE DAILY SCHEDULE SHALL BE DISCUSSED.
11. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY FASHION AT ALL TIMES.
WALKWAYS SHALL BE KEPT CLEAR OF ALL DEBRIS AND OBSTRUCTIONS TO ALLOW SAFE
PASSAGE FOR EMPLOYEES, PATIENTS, VISITORS AND WORKERS. DISPOSE OF ALL TRASH AND
DISCARDED MATERIALS, AND MAINTAIN STORAGE ONLY WITHIN THE CONFINES OF THE JOB SITE
OR OTHER APPROVED AREAS.
12. ALL TRASH SHALL BE CORRECTLY DISPOSED OF IN BINS OR DUMPSTERS.
13. ANY WASTE MATERIALS ENCOUNTERED IN THE PROJECT SHALL BE LEGALLY DISPOSED OF BY
THE CONTRACTOR.
14. ANY WASTE PRODUCED DURING CONSTRUCTION SHALL BE DISPOSED OF PROPERLY. LITTER AND
GARBAGE SHALL NEVER BE LEFT ANYWHERE EXCEPT IN A RUBBISH BIN, DUMPSTER, OR OTHER
APPROVED LOCATION. TRASH SHALL NEVER BE BURIED ON SITE OR LEFT IN TRENCHES. SITE
SHALL BE CLEANED AND FREE OF TRASH AT END OF EACH WORKING DAY.
15. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES TO SAFELY PERFORM ROAD
CLOSURES, DETOURS, OR OTHER DISRUPTIONS TO VEHICULAR TRAFFIC.
16. WALKWAYS SHALL ONLY BE CLOSED TO PUBLIC USE FOR THE MINIMUM AMOUNT OF TIME TO
CONSTRUCT THE DUCTBANK, AND ARE TO BE MADE PASSABLE BY USING GRAVEL UNTIL
REPAVED.
17. ALL SITE FEATURES (HARDSCAPES, CURB AND GUTTER, ASPHALT AND CONCRETE PAVEMENT, RAMPS, STAIRS, UTILITIES, LAWNS, LANDSCAPING, IRRIGATION LINES, ETC.) DEMOLISHED DURING
CONSTRUCTION SHALL BE RESTORED AND REPLACED TO MATCH EXISTING CONDITIONS.
18. ALL DAMAGES INCURRED TO ADJACENT AREAS SHALL BE REPAIRED AND RESTORED TO
ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE VA.
19. UNLESS SCHEDULED TO BE REINSTALLED OR TURNED OVER TO THE VA/VARO/USC, ALL
MATERIALS REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR, TO BE DISPOSED OF
OFF-SITE.
20. CONTRACTOR SUPERINTENDENT SHALL CARRY A PHONE AT ALL TIMES. FURNISH NUMBERS TO
THE PROJECT COR UPON CONTRACT AWARD.
21. CONTRACTOR SHALL SCHEDULE ALL UTILITY INTERRUPTIONS WITH THE PROJECT COR AT LEAST FOURTEEN (14) DAYS IN ADVANCE. UTILITY INTERRUPTIONS MAY REQUIRE OVERTIME WORK FOR ALL TRADES INVOLVED, AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE VA.
22. ANY TRENCH, INLET, OR OTHER POTENTIAL FALL HAZARD SHALL BE SURROUNDED WITH RED
"DANGER" TAPE.
23. ANY MANUFACTURER'S TRADE NAMES USED TO HEREIN IDENTIFY A MINIMUM STANDARD & NOT A
PRODUCT ENDORSEMENT. SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER AND
THE COR, OTHER PRODUCTS SHALL BE CONSIDERED, PROVIDED THEY ARE EQUIVALENT TO
THESE STANDARDS AND MEET THE REQUIREMENTS OF THE VA TECHNICAL SPECIFICATIONS AND
DRAWINGS.
24. ALL UTILITIES LOCATIONS SHALL BE CONFIRMED AND MARKED BY THE CONTRACTOR.
25. CALL BEFORE YOU DIG. USE 811 AND UTILITIES LOCATE IN CONJUNCTION WITH PLANS TO
DETERMINE SUBSURFACE UTILITIES LOCATION. PRIVATE UTILITY LOCATE UTILIZING GROUND
PENETRATING RADAR (GPR) SHALL BE USED TO LOCATE INTERNAL PRIVATE UTILITIES.
26. USE CAUTION WHEN DIGGING. THE SAFETY OF CONSTRUCTION WORKERS, THE HOSPITAL STAFF, AND PATIENTS OF THE HOSPITAL ARE PARAMOUNT. WHEN IN DOUBT, STOP, CALL, AND VERIFY.
27. WHEN DELIVERIES OF MATERIALS AND EQUIPMENT REQUIRE USE OF INTERNAL VA ROADS,
CONTACT THE COR TO COORDINATE DELIVERY TIMES, AND EQUIPMENT ACCESS ROUTES ON THE
CAMPUS TO MINIMIZE DISRUPTION TO THE NORMAL OPERATIONS OF THE HOSPITAL.
28. EXISTING IRRIGATION LINES ON CAMPUS ARE NOT MAPPED, AND HAVE NOT BEEN MARKED.
CONTRACTOR IS RESPONSIBLE FOR THE ENSURING ALL IRRIGATION SYSTEMS
DISTURBED/DEMOLISHED DURING CONSTRUCTION ARE REINSTALLED TO MATCH EXISTING, WITH
MATCHING OR EQUIVALENT EQUIPMENT (METERS, VALVES, BOXES, PIPE, HEADS, ETC.) AS
SPECIFIED BY THE COR.
29. ALL IRRIGATION LINES TO BE CUT FOR CONSTRUCTION SHALL BE CAPPED UNTIL CONSTRUCTION
IS COMPLETE. THE CONTRACTOR WILL THEN RECONNECT THE IRRIGATION SYSTEM.
30. CONTRACTOR SHALL TEST IRRIGATION SYSTEM TO ENSURE THE ENTIRE SYSTEM IS FUNCTIONAL, AND SEEK FINAL APPROVAL FROM THE COR.
31. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY UNEXPECTED CONDITIONS ON SITE.
FIRE SAFETY NOTES:
1. ALL FIRE HYDRANTS SHALL BE INSPECTED AND TESTED AT THE COMPLETION OF CONSTRUCTION
AT NO ADDITIONAL COST TO THE VA TO ENSURE THAT NO INADVERTENT DAMAGE HAS
OCCURRED TO THE HYDRANT, OR ITS SUPPLY PIPING DURING CONSTRUCTION.
2. PROVIDE FIRESTOPPING MATERIAL IN NEWLY CREATED OPENINGS IN WALLS, FLOORS, AND ROOF DECKS AGAINST PENETRATION OF FLAME, HEAT, SMOKE, AND GASES, IN FIRE RESISTANT RATED
CONSTRUCTION.
3. SEALANTS AND APPLICATIONS MUST BE FM, UL , OR WH RATED OR TESTED BY APPROVED
LABORATORY IN ACCORDANCE WITH ASTM E814.
SITE SURVEY NOTES:
1. SITE TOPOGRAPHIC SURVEY AND UTILITIES LOCATES PERFORMED BY PARKER LAND SURVEYING.
2. FINAL SURVEY FILE DATED 11/24/2021.
SITE FLOOD MAP INFORMATION:
1. SITE IS THE CAMPUS OF THE WILLIAM JENNINGS BRYAN DORN VA MEDICAL CENTER:
6439 GARNERS FERRY RD, COLUMBIA, SC, 29209
2. PROJECT LOCATION ON FEMA FIRM MAP: 45079C0377L
3. DATE MAP WAS APPROVED FOR USE: 12/21/2017
4. DATE MAP WAS ACCESSED: 11/23/2021
5. PROJECT SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREAS.
LEGEND:
SCALE: 1:2001 COLUMBIA VA HEALTH CARE SYSTEM - CAMPUS VICINITY MAP
GRAPHIC SCALE
1" = 200'
200'0 400'100'
DUCTBANK CONSTRUCTION NOTES:
1. THE MEDICAL CENTER SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF THE
PROJECT. THE MEDICAL CENTER INCLUDES A HOSPITAL, MEDICAL SCHOOL CAMPUS, ASSISTED
LIVING FACILITIES, EMERGENCY ROOM/AMBULANCE ACCESS, AND NUMEROUS OTHER CLINICAL
AND OUTPATIENT FACILITIES THAT ARE HIGHLY SENSITIVE TO ANY UTILITY OUTAGES. THE
CAMPUS DEPENDS ON A HIGHLY RELIABLE ELECTRICAL SYSTEM. MAINTAINING ELECTRICAL
POWER FOR ALL OPERATIONS OF THE CAMPUS IS CRITICAL. ALL NECESSARY OUTAGES SHALL
BE PLANNED IN ADVANCE WITH THE COR TO MINIMIZE THE IMPACT TO OPERATIONS.
2. ALL OUTAGES SHALL BE SCHEDULED ACCORDING TO THE TIMES AND DURATIONS APPROVED BY
THE COR. OUTAGES WILL LIKELY BE SCHEDULED FOR OFF-SHIFT HOURS, WEEKENDS, AND
HOLIDAYS. POWER SHALL BE RESTORED TO RESIDENTIAL, OFFICE, AND ADMINISTRATIVE
BUILDINGS ONE HOUR PRIOR TO BEING NORMALLY OCCUPIED/OPERATIONAL. POWER SHALL BE
RESTORED TO THE MAIN KITCHEN AND BUILDINGS WITH CLINICAL FUNCTIONS TWO HOURS PRIOR
TO NORMAL OCCUPANCY/OPERATIONAL.
3. WHERE DISCREPANCIES EXIST BETWEEN THE PROJECT DRAWINGS AND THE PROJECT
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS
FOR THE CONSTRUCTION OF THIS PROJECT; INCLUDING ALL ASSOCIATED FEES.
5. THIS PROJECT INCLUDES SIGNIFICANT SUB-SURFACE EXCAVATION. WHEN CONDITIONS
DIFFERING FROM THOSE DESCRIBED IN THE PROJECT DOCUMENTS ARE ENCOUNTERED, IT IS
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE COR OF SAID CONDITIONS AS QUICKLY AS
POSSIBLE FOR RESOLUTION.
6. THE LOCATION AND ELEVATION OF EXISTING STRUCTURES, PIPING, UTILITIES, SHOWN ARE BASED ON THE BEST AVAILABLE DATA. THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL
UNDERGROUND UTILITIES LOCATED WITH GROUND PENETRATING RADAR (GPR) AND MARKED
PRIOR TO ANY EXCAVATION. THE DIAMETERS OF THE EXISTING PIPING AND CONDUITS ARE
APPROXIMATE, AND SHALL BE VERIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TEMPORARY SUPPORT OF ALL UTILITIES ADJACENT OR CROSSING THE AREA OF EXCAVATION.
7. CHANGES TO PROPOSED DUCTBANK ROUTING FROM THAT SHOWN ON THE DRAWINGS, TO AVOID
CONFLICTS WITH EXISTING SYSTEMS, EQUIPMENT, STRUCTURES, OR PIPING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. LIKEWISE, ALTERATIONS TO EXISTING COMMUNICATION
EQUIPMENT/STRUCTURES, OR CONDUIT TO ACCOMMODATE NEW DUCTBANKS AND EQUIPMENT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE VA. ALL
CHANGES SHALL BE APPROVED BY THE COR.
8. CONSTRUCTION LIMITS SHALL INCLUDE ALL DISTURBED AREAS. ALL DISTURBED AREAS SHALL
BE SEEDED AND PROVIDED WITH EROSION CONTROL DURING CONSTRUCTION UNTIL FULLY
STABILIZED, AND APPROVED BY THE COR.
9. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, LOCAL, AND SITE CONFINED
SPACE ENTRY REGULATIONS.
10. UTILITIES ACROSS ROADS, PARKING LOTS, OR ENTRANCES SHALL BE OPEN CUT INSTALLATIONS.
ALL SITE PAVEMENT, SIDEWALKS, TRAILS, ROADS, PARKING LOTS, HARDSCAPES, LANDSCAPING, LAWNS, ETC., SHALL BE REPLACED WITH NEW MATERIALS TO MATCH EXISTING.
11. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING(PALISADES ZOYSIA) AND ALL REQUIRED SITE PREPARATION (TOP SOIL, FERTILIZER, WATERING, ETC.) FOR THE SUCCESSFUL
ESTABLISHMENT OF THE SOD.
ABBREVIATIONS
APPX. APPROXIMATELY
BLDG BUILDING
BOC BACK OF CURB
CE CONSTRUCTION ENTRANCE
CO CLEANOUT
CF CONSTRUCTION FENCE
E EASTING
ELEV ELEVATION
ELEC ELECTRIC
EOP EDGE OF PAVEMENT
EW EACH WAY
FFE FINISHED FLOOR ELEVATION
FL FLOWLINE
FT FEET
EL. FOUNDATION
HDPE HIGH-DENSITY
POLYETHYLENE
IN INLET PROTECTION
MAX. MAXIMUM
MH MANHOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
N NORTHING
N/A NOT APPLICABLE
PVC POLYVINYL CHLORIDE
PS PERMANENT SODDING
R., RAD. RADIUS
RCP REINFORCED CONCRETE
PIPE
REQ. REQUIRED
ROW. RIGHT-OF-WAY
SD. STORM DRAIN
SF SILT FENCE
SQ. FT. SQUARE FEET
SS SANITARY SEWER
ST STORM SEWER
STA. STATION
STD. STANDARD
SW SIDEWALK
TBR TO BE REMOVED
TS TEMPORARY SEEDING
TTTF TURF TYPE TALL FESCUE
TYP. TYPICAL
WV WATER VALVE
AutoCAD SHX Text
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COLUMBIA VA HEALTH CARE SYSTEM, COLUMBIA, SC
AutoCAD SHX Text 544-20-107
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PROJECT # 544-20-107 EHRM INFRASTRUCTURE UPGRADES
AutoCAD SHX Text 7/14/2022
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ATRIAX, LLC
AutoCAD SHX Text No. 5444
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CG101
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HJM
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GENERAL NOTES
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www.atriaxgroup.com
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964
NC Engineering License No.: P-0214 NC Architectural License No.: 51254 SC Engineering License No.: 5444
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204
Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
7/14/2022
Scale: 1:501 SITE TOPOGRAPHIC SURVEY - AREA 1
MATCH: V-102
M
ATC
H : V-103
AutoCAD SHX Text S
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SV
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AutoCAD SHX Text OVERHEAD POWER LINES CURB LINE FENCE LINE UNDERGROUND WATER LINE UNDERGROUND SEWER LINE UNDERGROUND STORM DRAINAGE LINE UNDERGROUND POWER LINE UNDERGROUND COMMUNICATION LINE UNDERGROUND GAS LINE UNDERGROUND FIBER OPTIC LINE CONTOUR LINE EDGE OF BUILDING
AutoCAD SHX Text HYDRANT PROPANE TANK BOLLARD POWER POLE STAY/ANCHOR ROD LIGHT POLE DRAIN INLET CURB INLET YARD DRAIN (AREA INLET) JUNCTION BOX SIGN TREES (DECIDUOUS AND CONIFEROUS)
AutoCAD SHX Text BENCHMARK LOCATION STATION ADA PARKING STALL SYMBOL TELECOMMUNICATIONS MANHOLE ELECTRICAL MANHOLE FIBER OPTIC MANHOLE STEAM LINE MANHOLE STORMWATER MANHOLE WATER MANHOLE SANITARY SEWER MANHOLE IRRIGATION CONTROL VALVE WATER VALVE SEWER VALVE ELECTRIC PEDESTAL WATER LINE PEDESTAL WATER MAIN ACCESS TELEPHONE PEDESTAL FIBER OPTIC VAULT DUCTILE IRON PIPE REINFORCED CONCRETE PIPE CORRUGATED PLASTIC PIPE
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text
RCP
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DI
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CI
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JB
AutoCAD SHX Text
CPP
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DIP
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YD
AutoCAD SHX Text
AutoCAD SHX Text MAJOR STEAM TUNNEL (6.5'x6.5')
AutoCAD SHX Text STEAM TUNNEL (4'x4')
AutoCAD SHX Text STEAM TUNNEL (4'x4')
AutoCAD SHX Text
SEWER MANHOLE RIM=248.32' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=246.97' IE IN/OUT (E)=241.42'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=239.16' IE IN (NW)=235.31' IE OUT (SE)=235.31'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=233.57' IE IN (NW)=229.27' IE OUT (SE)=229.27'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=232.05' IE IN (NW)=227.85' IE OUT (S)=227.85'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=231.73' IE IN (W)=224.53' IE OUT (E)=224.53'
AutoCAD SHX Text
SEWER MANHOLE RIM=231.60' IE IN (N)=227.10' IE OUT (E)=224.75'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=231.32' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=231.74' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=233.14' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=248.06' IE IN/OUT =226.86
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
CURB INLET RIM=228.63' IE OUT=223.63'
AutoCAD SHX Text
DROP INLET RIM=252.88' IE OUT=250.08'
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
DROP INLET RIM=252.68' IE IN (N)=248.88' IE OUT (E)=248.78'
AutoCAD SHX Text
DROP INLET RIM=252.12' IE IN (N)=248.22' IE OUT (S)=248.02'
AutoCAD SHX Text
JUNCTION BOX RIM=252.57' IE IN (N)=247.82' IE OUT (E)=247.80'
AutoCAD SHX Text
JUNCTION BOX RIM=251.00' IE IN (N)=247.20' IE OUT (S)=239.40'
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
CURB INLET RIM=252.67' INACCESSIBLE
AutoCAD SHX Text
YARD INLET RIM/TOP=254.90' IE INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
YARD INLET RIM/TOP=254.83' IE INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
DROP INLET RIM/TOP=247.61' IE OUT =243.20'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=246.48' IE IN (E)=244.58' IE OUT (W)=244.48'
AutoCAD SHX Text
DROP INLET RIM/TOP=247.99' IE IN (E)=243.99' IE OUT (S)=243.99'
AutoCAD SHX Text
DROP INLET RIM/TOP=248.04' IE IN (?)=243.82' IE OUT (?)=243.82'
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=248.05' IE IN (SE)=244.30' IE OUT (NW)=244.30'
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
CURB INLET RIM/TOP=246.69' IE IN/OUT =240.69'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=249.97' IE OUT =246.67'
AutoCAD SHX Text
CURB INLET RIM/TOP=233.08' IE OUT (N)=229.08'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=230.77' IE IN (W)=224.67' IE OUT (E)=224.47'
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=234.64' INACCCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=240.43' INACCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=245.92' IE IN (NE)=242.43' IE OUT (SW)=241.93'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text STORM MANHOLE RIM=249.39' IE IN (S)=238.89' IE IN (SE)=245.89' IE IN (NW)= 245.79' IE OUT (N)=237.09'
AutoCAD SHX Text
CURB INLET RIM/TOP=247.76' IE IN (W)=241.16' IE OUT (N)=240.76'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text CURB INLET RIM/TOP=249.22' IE IN (E)=241.62' IE IN (S)=238.72' IE OUT (NW)=238.72'
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM=250.73' IE OUT=245.83'
AutoCAD SHX Text
JUNCTION BOX RIM=251.03' IE IN (NE)=245.18' IE IN (NW)=238.23' IE IN (S)=238.23'
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=248.62' IE IN (E)=242.82' IE OUT (W)=242.72'
AutoCAD SHX Text JUNCTION BOX RIM/TOP=247.83' IE IN (E)=243..43' IE IN (SE)=243.43' IE OUT (W)=243.43'
AutoCAD SHX Text
CURB INLET RIM/TOP=248.12' IE IN (E)=243.58' IE OUT (W)=243.58'
AutoCAD SHX Text
DROP INLET RIM/TOP=248.11' IE IN (SE)=244.21' IE OUT (NW)=244.11'
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=245.92' IE IN =239.49'
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=232.11' IE OUT (E)=225.01'
AutoCAD SHX Text
DROP INLET RIM/TOP=233.68' IE IN (S)=228.78'
AutoCAD SHX Text
COLUMBIA VA HEALTH CARE SYSTEM, COLUMBIA, SC
AutoCAD SHX Text 544-20-107
AutoCAD SHX Text
PROJECT # 544-20-107 EHRM INFRASTRUCTURE UPGRADES
AutoCAD SHX Text 7/14/2022
AutoCAD SHX Text
AutoCAD SHX Text
ATRIAX, LLC
AutoCAD SHX Text No. 5444
AutoCAD SHX Text V-101
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HJM
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JTK
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SITE TOPOGRAPHIC SURVEY
EXISTING CONDITIONS PLAN
X
X X
U P
U P
UP UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
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S
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UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
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UP U
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UP UP
UP
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U P
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UP
UP
UP UP
UP UP UP
UP UP UP
UP
UP UP
UP
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UP
UP
UP UP UP UP
UP
UP UP
UPUP
UPUP
UP
U P
UP
U P
U P
UP
UP
UP
UP
U P
U P
UP
UP
UP
UP
UP
UP
UP
UP
UP
U P
UP
UP
UP UP
UP
UP UP
UP
UP
UP
UP
U P
U P
U P
UP
U P
U C
UC
U C
UC
UC UC UC
UC
UC
UC UC
UC
UC
UC
U C
U C
U C
UC
UC
U C
U C
U C
U C
U C
UC
SS
S S
S S
S S
SS
Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx
G x
G x
G x
G x
G x
G x
G x
G x
G x
GxGxGx
W
W
W W
W
W
W W
W
W
W
W
W
WW
W W
W W
W W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
O H
P
O H
P
OHP
OHP
O H
P
O H
P
O H
P
O H
P
O H
P
O H
P
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P
O H
P
O H
P
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P
O H
P
O H
P
O H
P
O H
P
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P
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P O
HP
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HP
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HP
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HP
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HP
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HP
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P O
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
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X X
X X
X X
X X
X X
X X
X X
X
OHPOHP
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WW
SS
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UP
UC
Gx
FOFO
LINE LEGEND SYMBOLS LEGEND
www.atriaxgroup.com
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964
NC Engineering License No.: P-0214 NC Architectural License No.: 51254 SC Engineering License No.: 5444
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204
Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
7/14/2022
Scale: 1:501 SITE TOPOGRAPHIC SURVEY - AREA 2
MATCH: V-101
M
ATC
H : V-104
AutoCAD SHX Text
SEWER MANHOLE RIM=251.04' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=239.98' IE IN/OUT =229.08'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=250.20' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.75' INACCESSIBLE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
CURB INLET RIM=228.63' IE OUT=223.63'
AutoCAD SHX Text CURB INLET RIM=228.25' IE IN (N)=223.10' IE OUT (E)=217.05' IE IN (W)=217.25' IN (SW)=223.10'
AutoCAD SHX Text
CURB INLET RIM=233.49' IE OUT=228.79'
AutoCAD SHX Text
DROP INLET RIM=235.99' IE IN(S)=232.99' IE IN(N)=218.99' IE OUT(N)=218.99'
AutoCAD SHX Text
DROP INLET RIM=237.97' IE=233.47'
AutoCAD SHX Text
CURB INLET RIM=239.60' IE IN (NE)=231.50' IE OUT (SE)=221.00'
AutoCAD SHX Text
CURB INLET RIM=234.18' IE IN=217.98' IE OUT=217.98'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" RCP
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18" RCP
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60" RCP
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60" RCP
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60" RCP
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60" RCP
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36" RCP
AutoCAD SHX Text
DROP INLET RIM (LOWER)=251.01' IE IN (N)=244.66' IE OUT (S)=244.66'
AutoCAD SHX Text
CURB INLET RIM=251.08' IE IN (N)=243.98' IE OUT (E)=242.98'
AutoCAD SHX Text
DROP INLET RIM=249.86' IE IN (W)=240.11' IE OUT (E)=240.11'
AutoCAD SHX Text
DROP INLET RIM=248.66' IE IN (W)=239.16' IE OUT (E)=239.16'
AutoCAD SHX Text
DROP INLET RIM=249.76' IE IN (N)=239.66' IE OUT (S)=239.66'
AutoCAD SHX Text
JUNCTION BOX RIM=249.33' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM=248.99' IE OUT=246.29'
AutoCAD SHX Text
JUNCTION BOX RIM=249.59' IE IN (N)=234.99' IE OUT (W)=234.99'
AutoCAD SHX Text
DROP INLET RIM=248.66' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM=249.71' IE IN (W)=240.41' IE OUT=238.71' IE IN (N)=239.01'
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
36" RCP
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36" RCP
AutoCAD SHX Text YARD INLET "VERTICAL PVC STANDPIPE" RIM UPPER=248.85' RIM LOWER=248.44' INVERT INACCESSIBLE
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YARD INLET RIM UPPER=250.01' RIM LOWER=249.58' INVERT INACCESSIBLE
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
DROP INLET RIM=249.41' INVERT INACCESSIBLE
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
YARD DROP INLET "VERTICAL PVC STANDPIPE" RIM/TOP=244.16' INVERT INACCESSIBLE
AutoCAD SHX Text
YARD DROP INLET RIM/TOP=246.57' INVERT INACCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=250.72' INACCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=251.19' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM/TOP=249.13' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM/TOP=249.23' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM/TOP=249.97' IE OUT =246.67'
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DROP INLET RIM/TOP=229.75' INACCESSIBLE
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=251.39' INACCESSIBLE
AutoCAD SHX Text STORM MANHOLE RIM=249.39' IE IN (S)=238.89' IE IN (SE)=245.89' IE IN (NW)= 245.79' IE OUT (N)=237.09'
AutoCAD SHX Text
CURB INLET RIM/TOP=249.79' IE OUT =246.04'
AutoCAD SHX Text
DROP INLET RIM/TOP=248.34'
AutoCAD SHX Text
18" RCP
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10" DIP
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DROP INLET RIM/TOP=250.96' INACCESSIBLE
AutoCAD SHX Text
METAL GRATE TOP=229.2' IE OUT =227.6'
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METAL GRATE TOP=229.4' IE OUT =226.5'
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15" RCP
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60" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=237.96' IE IN/OUT =233.46'
AutoCAD SHX Text
YARD DROP INLET RIM/TOP=246.57' INVERT INACCESSIBLE
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM=241.95' IE OUT =235.35'
AutoCAD SHX Text STEAM TUNNEL (4'x4')
AutoCAD SHX Text STEAM TUNNEL (4'x4')
AutoCAD SHX Text
SEWER MANHOLE RIM=251.04' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.76' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.44' IE IN/OUT =237.44'
AutoCAD SHX Text
SEWER MANHOLE RIM=254.59' IE IN (?)=?.??' IE IN (?)=?.??' IE OUT (?)=?.??'
AutoCAD SHX Text
SEWER MANHOLE RIM=248.32' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=246.97' IE IN/OUT (E)=241.42'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=239.16' IE IN (NW)=235.31' IE OUT (SE)=235.31'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=233.57' IE IN (NW)=229.27' IE OUT (SE)=229.27'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=232.05' IE IN (NW)=227.85' IE OUT (S)=227.85'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=231.73' IE IN (W)=224.53' IE OUT (E)=224.53'
AutoCAD SHX Text
SEWER MANHOLE RIM=231.60' IE IN (N)=227.10' IE OUT (E)=224.75'
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8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=231.32' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=231.74' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=233.14' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=239.98' IE IN/OUT =229.08'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=248.06' IE IN/OUT =226.86
AutoCAD SHX Text
SEWER MANHOLE RIM=250.20' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.63' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.86' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=251.29' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=251.82' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=253.07' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.75' INACCESSIBLE
AutoCAD SHX Text
8" PVC
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8" PVC
AutoCAD SHX Text
8" PVC
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8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=252.52' INACCESSIBLE
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8" PVC
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WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
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WV
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WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
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WV
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WV
AutoCAD SHX Text H
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AutoCAD SHX Text D
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CURB INLET RIM=228.63' IE OUT=223.63'
AutoCAD SHX Text CURB INLET RIM=228.25' IE IN (N)=223.10' IE OUT (E)=217.05' IE IN (W)=217.25' IN (SW)=223.10'
AutoCAD SHX Text
CURB INLET RIM=233.49' IE OUT=228.79'
AutoCAD SHX Text
DROP INLET RIM=235.99' IE IN(S)=232.99' IE IN(N)=218.99' IE OUT(N)=218.99'
AutoCAD SHX Text
DROP INLET RIM=237.97' IE=233.47'
AutoCAD SHX Text
CURB INLET RIM=239.60' IE IN (NE)=231.50' IE OUT (SE)=221.00'
AutoCAD SHX Text
CURB INLET RIM=234.18' IE IN=217.98' IE OUT=217.98'
AutoCAD SHX Text
18" RCP
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18" RCP
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18" RCP
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60" RCP
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60" RCP
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60" RCP
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60" RCP
AutoCAD SHX Text
DROP INLET RIM=252.88' IE OUT=250.08'
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
DROP INLET RIM=252.68' IE IN (N)=248.88' IE OUT (E)=248.78'
AutoCAD SHX Text
DROP INLET RIM=252.12' IE IN (N)=248.22' IE OUT (S)=248.02'
AutoCAD SHX Text
JUNCTION BOX RIM=252.57' IE IN (N)=247.82' IE OUT (E)=247.80'
AutoCAD SHX Text
JUNCTION BOX RIM=251.00' IE IN (N)=247.20' IE OUT (S)=239.40'
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
15" CPP
AutoCAD SHX Text
CURB INLET RIM=252.67' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM=256.50' IE IN/OUT=253.23'
AutoCAD SHX Text
30" RCP
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18" RCP
AutoCAD SHX Text
30" RCP
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36" RCP
AutoCAD SHX Text
36" RCP
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18" RCP
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36" RCP
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36" RCP
AutoCAD SHX Text CURB INLET RIM=254.32' IE IN (NE)=249.82' IE IN (N)=249.32' IE OUT (S)=249.32' IE IN (W)=250.32'
AutoCAD SHX Text
CURB INLET RIM=253.62' IE OUT=250.42'
AutoCAD SHX Text
CURB INLET RIM=254.01' IE IN (NE)=249.38' IE IN (N)=248.61' IE OUT (S)=248.01'
AutoCAD SHX Text
CURB INLET RIM=252.73' IE IN (N)=246.48' IE OUT (S)=246.33'
AutoCAD SHX Text
CURB INLET RIM=251.24' IE IN (W)=247.64' IE IN (N)=245.44' IE OUT (S)=245.44'
AutoCAD SHX Text
CURB INLET RIM=251.06' IE OUT (E)=248.06'
AutoCAD SHX Text
DROP INLET RIM (LOWER)=251.01' IE IN (N)=244.66' IE OUT (S)=244.66'
AutoCAD SHX Text
CURB INLET RIM=251.08' IE IN (N)=243.98' IE OUT (E)=242.98'
AutoCAD SHX Text
DROP INLET RIM=249.86' IE IN (W)=240.11' IE OUT (E)=240.11'
AutoCAD SHX Text
DROP INLET RIM=248.66' IE IN (W)=239.16' IE OUT (E)=239.16'
AutoCAD SHX Text
DROP INLET RIM=249.76' IE IN (N)=239.66' IE OUT (S)=239.66'
AutoCAD SHX Text
JUNCTION BOX RIM=249.33' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM=248.99' IE OUT=246.29'
AutoCAD SHX Text
JUNCTION BOX RIM=249.59' IE IN (N)=234.99' IE OUT (W)=234.99'
AutoCAD SHX Text
DROP INLET RIM=248.66' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM=249.71' IE IN (W)=240.41' IE OUT=238.71' IE IN (N)=239.01'
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text YARD INLET "VERTICAL PVC STANDPIPE" RIM UPPER=248.85' RIM LOWER=248.44' INVERT INACCESSIBLE
AutoCAD SHX Text
YARD INLET RIM UPPER=250.01' RIM LOWER=249.58' INVERT INACCESSIBLE
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
DROP INLET RIM=249.41' INVERT INACCESSIBLE
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=253.39' IE OUT =250.29'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=253.32' IE IN (NE)=251.42' IE OUT (SW)=250.52'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=256.65' IE IN/OUT =253.10'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=258.41' IE OUT =255.66'
AutoCAD SHX Text
CURB INLET RIM/TOP=258.39' IE IN/OUT=255.41'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=256.78' IE IN (N)=253.95'
AutoCAD SHX Text
DROP INLET RIM/TOP=257.83' IE OUT =255.45'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=257.81' IE IN (NE)=254.81' IE OUT (S)=254.81'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=254.49' IE IN (NE)=252.29' IE OUT (SE)=251.59'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text DROP INLET RIM/TOP=254.02' IE IN (NW)=250.77' IE IN (NE)=243.77' IE OUT (SW)=243.77'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text DROP INLET RIM/TOP=252.93' IE IN (NW)=244.03' IE IN (E)=244.03' IE OUT (SW)=244.03'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=255.04' IE OUT (W)=249.79'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
YARD INLET RIM/TOP=254.90' IE INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
YARD INLET RIM/TOP=254.83' IE INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
DROP INLET RIM/TOP=247.61' IE OUT =243.20'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=246.48' IE IN (E)=244.58' IE OUT (W)=244.48'
AutoCAD SHX Text
DROP INLET RIM/TOP=247.99' IE IN (E)=243.99' IE OUT (S)=243.99'
AutoCAD SHX Text
DROP INLET RIM/TOP=248.04' IE IN (?)=243.82' IE OUT (?)=243.82'
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=248.05' IE IN (SE)=244.30' IE OUT (NW)=244.30'
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
CURB INLET RIM/TOP=246.69' IE IN/OUT =240.69'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
YARD DROP INLET "VERTICAL PVC STANDPIPE" RIM/TOP=244.16' INVERT INACCESSIBLE
AutoCAD SHX Text
YARD DROP INLET RIM/TOP=246.57' INVERT INACCESSIBLE
AutoCAD SHX Text
DROP NLET RIM/TOP=249.92' IE IN/OUT =243.62'
AutoCAD SHX Text
DROP INLET RIM/TOP=249.86' IE OUT =243.86'
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=250.72' INACCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=251.19' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM/TOP=249.13' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM/TOP=249.23' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM/TOP=249.97' IE OUT =246.67'
AutoCAD SHX Text
CURB INLET RIM/TOP=249.38' IE OUT =245.18'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=249.73' IE IN/OUT =240.78'
AutoCAD SHX Text
DROP INLET RIM/TOP=250.69' IE IN/OUT =244.54'
AutoCAD SHX Text
DROP INLET RIM/TOP=249.66' IE OUT =245.36'
AutoCAD SHX Text
DROP INLET RIM/TOP=251.28' IE OUT =249.28'
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18" RCP
AutoCAD SHX Text
YARD INLET RIM/TOP=252.27' INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
DROP INLET RIM/TOP=250.40' IE IN/OUT =245.10'
AutoCAD SHX Text
DROP INLET RIM/TOP=250.56' IE IN/OUT =245.26'
AutoCAD SHX Text
DROP INLET RIM/TOP=250.65' IE IN/OUT =245.45'
AutoCAD SHX Text
DROP INLET RIM/TOP=252.49' IE OUT =250.00'
AutoCAD SHX Text
10" DIP
AutoCAD SHX Text
DROP INLET RIM/TOP=252.89' INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
DROP INLET RIM/TOP=253.69' INACCESSIBLE (DEBRIS)
AutoCAD SHX Text
DROP INLET RIM/TOP=249.76' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM/TOP=249.72' IE OUT =247.52'
AutoCAD SHX Text
8" DIP
AutoCAD SHX Text
CURB INLET RIM/TOP=250.36' IE IN (NE)=241.06' IE OUT (SW)=241.06'
AutoCAD SHX Text
DROP INLET RIM/TOP=249.64' IE OUT (NW)=246.04'
AutoCAD SHX Text DROP INLET RIM/TOP=250.42' IE IN (NE)=240.77' IE IN (E)=245.47' IE OUT (SW)=240.77'
AutoCAD SHX Text
DROP INLET RIM/TOP=253.93' IE OUT =252.43'
AutoCAD SHX Text
DROP INLET RIM/TOP=229.75' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM/TOP=233.08' IE OUT (N)=229.08'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=230.77' IE IN (W)=224.67' IE OUT (E)=224.47'
AutoCAD SHX Text
30" RCP
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=234.64' INACCCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=240.43' INACCESSIBLE
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=245.92' IE IN (NE)=242.43' IE OUT (SW)=241.93'
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8" PVC
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18" RCP
AutoCAD SHX Text
STORM MANHOLE RIM=250.51' IE OUT (NW)=242.51'
AutoCAD SHX Text STORM MANHOLE RIM=250.58' IE IN (NE)=241.38' IE IN (SE)=241.38' IE OUT (SW)=241.38'
AutoCAD SHX Text
STORM MANHOLE RIM=250.71' IE IN (SE)=241.21'
AutoCAD SHX Text
DROP INLET RIM/TOP=254.55' IE IN (NE)=242.80'
AutoCAD SHX Text
DROP INLET RIM/TOP=251.01' IE IN/OUT =244.76'
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=251.39' INACCESSIBLE
AutoCAD SHX Text STORM MANHOLE RIM=249.39' IE IN (S)=238.89' IE IN (SE)=245.89' IE IN (NW)= 245.79' IE OUT (N)=237.09'
AutoCAD SHX Text
CURB INLET RIM/TOP=249.79' IE OUT =246.04'
AutoCAD SHX Text
CURB INLET RIM/TOP=254.89' IE OUT (W)=250.99'
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15" RCP
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12" DIP
AutoCAD SHX Text
CURB INLET RIM/TOP=254.47' IE IN (E)=250.32' IE OUT (W)=250.27'
AutoCAD SHX Text
CURB INLET RIM/TOP=253.13' IE IN (E)=249.03' IE OUT (W)=246.63'
AutoCAD SHX Text
12" DIP
AutoCAD SHX Text
CURB INLET RIM/TOP=247.76' IE IN (W)=241.16' IE OUT (N)=240.76'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text CURB INLET RIM/TOP=249.22' IE IN (E)=241.62' IE IN (S)=238.72' IE OUT (NW)=238.72'
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM=250.73' IE OUT=245.83'
AutoCAD SHX Text
JUNCTION BOX RIM=251.03' IE IN (NE)=245.18' IE IN (NW)=238.23' IE IN (S)=238.23'
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36" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=248.62' IE IN (E)=242.82' IE OUT (W)=242.72'
AutoCAD SHX Text JUNCTION BOX RIM/TOP=247.83' IE IN (E)=243..43' IE IN (SE)=243.43' IE OUT (W)=243.43'
AutoCAD SHX Text
CURB INLET RIM/TOP=248.12' IE IN (E)=243.58' IE OUT (W)=243.58'
AutoCAD SHX Text
DROP INLET RIM/TOP=248.11' IE IN (SE)=244.21' IE OUT (NW)=244.11'
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10" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
JUNCTION BOX RIM/TOP=245.92' IE IN =239.49'
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30" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=232.11' IE OUT (E)=225.01'
AutoCAD SHX Text
DROP INLET RIM/TOP=254.45' IE OUT =252.95'
AutoCAD SHX Text
DROP INLET RIM/TOP=252.93' IE IN (NE)=244.26' IE OUT (W)=244.26'
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24" RCP
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18" RCP
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24" RCP
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18" RCP
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10" DIP
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18" RCP
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18" RCP
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STORM MANHOLE RIM=248.80' IE OUT =242.00'
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12" DIP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=248.34'
AutoCAD SHX Text
18" RCP
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10" DIP
AutoCAD SHX Text
DROP INLET RIM/TOP=250.96' INACCESSIBLE
AutoCAD SHX Text
METAL GRATE TOP=229.2' IE OUT =227.6'
AutoCAD SHX Text
METAL GRATE TOP=229.4' IE OUT =226.5'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=237.96' IE IN/OUT =233.46'
AutoCAD SHX Text
DROP INLET RIM/TOP=233.68' IE IN (S)=228.78'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=258.78' IE IN/OUT=254.78'
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24" RCP
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24" RCP
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18" RCP
AutoCAD SHX Text
8" DIP
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18" RCP
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18" RCP
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18" RCP
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18" RCP
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18" RCP
AutoCAD SHX Text
18" RCP
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DROP INLET RIM/TOP=249.86' IE OUT =244.34'
AutoCAD SHX Text
YARD DROP INLET RIM/TOP=246.57' INVERT INACCESSIBLE
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CURB INLET RIM=241.95' IE OUT =235.35'
AutoCAD SHX Text MAJOR STEAM TUNNEL (6.5'x6.5')
AutoCAD SHX Text STEAM TUNNEL (4'x4')
AutoCAD SHX Text STEAM TUNNEL (4'x4')
AutoCAD SHX Text S
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SV
AutoCAD SHX Text St
AutoCAD SHX Text W
AutoCAD SHX Text W.M.
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WV
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BOL
AutoCAD SHX Text OVERHEAD POWER LINES CURB LINE FENCE LINE UNDERGROUND WATER LINE UNDERGROUND SEWER LINE UNDERGROUND STORM DRAINAGE LINE UNDERGROUND POWER LINE UNDERGROUND COMMUNICATION LINE UNDERGROUND GAS LINE UNDERGROUND FIBER OPTIC LINE CONTOUR LINE EDGE OF BUILDING
AutoCAD SHX Text HYDRANT PROPANE TANK BOLLARD POWER POLE STAY/ANCHOR ROD LIGHT POLE DRAIN INLET CURB INLET YARD DRAIN (AREA INLET) JUNCTION BOX SIGN TREES (DECIDUOUS AND CONIFEROUS)
AutoCAD SHX Text BENCHMARK LOCATION STATION ADA PARKING STALL SYMBOL TELECOMMUNICATIONS MANHOLE ELECTRICAL MANHOLE FIBER OPTIC MANHOLE STEAM LINE MANHOLE STORMWATER MANHOLE WATER MANHOLE SANITARY SEWER MANHOLE IRRIGATION CONTROL VALVE WATER VALVE SEWER VALVE ELECTRIC PEDESTAL WATER LINE PEDESTAL WATER MAIN ACCESS TELEPHONE PEDESTAL FIBER OPTIC VAULT DUCTILE IRON PIPE REINFORCED CONCRETE PIPE CORRUGATED PLASTIC PIPE
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text T
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RCP
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DI
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CI
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JB
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CPP
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DIP
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YD
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COLUMBIA VA HEALTH CARE SYSTEM, COLUMBIA, SC
AutoCAD SHX Text 544-20-107
AutoCAD SHX Text
PROJECT # 544-20-107 EHRM INFRASTRUCTURE UPGRADES
AutoCAD SHX Text 7/14/2022
AutoCAD SHX Text
AutoCAD SHX Text
ATRIAX, LLC
AutoCAD SHX Text No. 5444
AutoCAD SHX Text V-102
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HJM
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JTK
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SITE TOPOGRAPHIC SURVEY
UP
UP
UC
UC
UC
UC
UC
UC UC
UC
U P
U P
OHP
OHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
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OHP OHP OHP OHP
O H
P O
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P
W W
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WW
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Gx
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G x
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G x
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U C
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U C
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UC
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UP
UP
UP
UP
U P
U P
UP UP UP
UP
UP
UP
UP
UP
U P
UP
UP UP
UP
U P
U P
U P
U P
UP UP UP UP UP UP
UP UP UP
U P
UP
UP
UP
UP
UP
UP
U C
U C
U C
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UC UC
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G x
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W W W W
W
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W W W W W W
W W
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WW
WWW W
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W W W W W W W W W W W W W W W W
W
W
WWWW
W
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W W
W
W
WWW
W W
W W
W
WW
W W
W
W W
W
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W W
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FO
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S S S
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OHPOHP
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FOFO
LINE LEGEND SYMBOLS LEGEND
www.atriaxgroup.com
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964
NC Engineering License No.: P-0214 NC Architectural License No.: 51254 SC Engineering License No.: 5444
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204
Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com
FOR OFFICIAL USE ONLY (FOUO)
FOR OFFICIAL USE ONLY (FOUO)
7/14/2022
Scale: 1:501 SITE TOPOGRAPHIC SURVEY - AREA 3
MATCH: V-104
M
ATC
H : V-101
AutoCAD SHX Text
SEWER MANHOLE RIM=251.04' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.76' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.44' IE IN/OUT =237.44'
AutoCAD SHX Text
SEWER MANHOLE RIM=254.59' IE IN (?)=?.??' IE IN (?)=?.??' IE OUT (?)=?.??'
AutoCAD SHX Text
SEWER MANHOLE RIM=248.32' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=246.97' IE IN/OUT (E)=241.42'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=239.16' IE IN (NW)=235.31' IE OUT (SE)=235.31'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=233.57' IE IN (NW)=229.27' IE OUT (SE)=229.27'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=232.05' IE IN (NW)=227.85' IE OUT (S)=227.85'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=231.73' IE IN (W)=224.53' IE OUT (E)=224.53'
AutoCAD SHX Text
SEWER MANHOLE RIM=231.60' IE IN (N)=227.10' IE OUT (E)=224.75'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=231.32' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=231.74' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=233.14' ABANDONED
AutoCAD SHX Text
SEWER MANHOLE RIM=239.98' IE IN/OUT =229.08'
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=248.06' IE IN/OUT =226.86
AutoCAD SHX Text
SEWER MANHOLE RIM=250.20' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.63' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.86' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=251.29' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=251.82' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=253.07' INACCESSIBLE
AutoCAD SHX Text
SEWER MANHOLE RIM=250.75' INACCESSIBLE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
SEWER MANHOLE RIM=252.52' INACCESSIBLE
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
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WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
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WV
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WV
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WV
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CURB INLET RIM=228.63' IE OUT=223.63'
AutoCAD SHX Text CURB INLET RIM=228.25' IE IN (N)=223.10' IE OUT (E)=217.05' IE IN (W)=217.25' IN (SW)=223.10'
AutoCAD SHX Text
CURB INLET RIM=233.49' IE OUT=228.79'
AutoCAD SHX Text
DROP INLET RIM=235.99' IE IN(S)=232.99' IE IN(N)=218.99' IE OUT(N)=218.99'
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DROP INLET RIM=237.97' IE=233.47'
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CURB INLET RIM=239.60' IE IN (NE)=231.50' IE OUT (SE)=221.00'
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CURB INLET RIM=234.18' IE IN=217.98' IE OUT=217.98'
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18" RCP
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18" RCP
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18" RCP
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60" RCP
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60" RCP
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60" RCP
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60" RCP
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DROP INLET RIM=252.88' IE OUT=250.08'
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15" CPP
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DROP INLET RIM=252.68' IE IN (N)=248.88' IE OUT (E)=248.78'
AutoCAD SHX Text
DROP INLET RIM=252.12' IE IN (N)=248.22' IE OUT (S)=248.02'
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JUNCTION BOX RIM=252.57' IE IN (N)=247.82' IE OUT (E)=247.80'
AutoCAD SHX Text
JUNCTION BOX RIM=251.00' IE IN (N)=247.20' IE OUT (S)=239.40'
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15" CPP
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15" CPP
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15" CPP
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CURB INLET RIM=252.67' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM=256.50' IE IN/OUT=253.23'
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30" RCP
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18" RCP
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30" RCP
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36" RCP
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36" RCP
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18" RCP
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36" RCP
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36" RCP
AutoCAD SHX Text CURB INLET RIM=254.32' IE IN (NE)=249.82' IE IN (N)=249.32' IE OUT (S)=249.32' IE IN (W)=250.32'
AutoCAD SHX Text
CURB INLET RIM=253.62' IE OUT=250.42'
AutoCAD SHX Text
CURB INLET RIM=254.01' IE IN (NE)=249.38' IE IN (N)=248.61' IE OUT (S)=248.01'
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CURB INLET RIM=252.73' IE IN (N)=246.48' IE OUT (S)=246.33'
AutoCAD SHX Text
CURB INLET RIM=251.24' IE IN (W)=247.64' IE IN (N)=245.44' IE OUT (S)=245.44'
AutoCAD SHX Text
CURB INLET RIM=251.06' IE OUT (E)=248.06'
AutoCAD SHX Text
DROP INLET RIM (LOWER)=251.01' IE IN (N)=244.66' IE OUT (S)=244.66'
AutoCAD SHX Text
CURB INLET RIM=251.08' IE IN (N)=243.98' IE OUT (E)=242.98'
AutoCAD SHX Text
DROP INLET RIM=249.86' IE IN (W)=240.11' IE OUT (E)=240.11'
AutoCAD SHX Text
DROP INLET RIM=248.66' IE IN (W)=239.16' IE OUT (E)=239.16'
AutoCAD SHX Text
DROP INLET RIM=249.76' IE IN (N)=239.66' IE OUT (S)=239.66'
AutoCAD SHX Text
JUNCTION BOX RIM=249.33' INACCESSIBLE
AutoCAD SHX Text
DROP INLET RIM=248.99' IE OUT=246.29'
AutoCAD SHX Text
JUNCTION BOX RIM=249.59' IE IN (N)=234.99' IE OUT (W)=234.99'
AutoCAD SHX Text
DROP INLET RIM=248.66' INACCESSIBLE
AutoCAD SHX Text
CURB INLET RIM=249.71' IE IN (W)=240.41' IE OUT=238.71' IE IN (N)=239.01'
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text YARD INLET "VERTICAL PVC STANDPIPE" RIM UPPER=248.85' RIM LOWER=248.44' INVERT INACCESSIBLE
AutoCAD SHX Text
YARD INLET RIM UPPER=250.01' RIM LOWER=249.58' INVERT INACCESSIBLE
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
DROP INLET RIM=249.41' INVERT INACCESSIBLE
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=253.39' IE OUT =250.29'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
DROP INLET RIM/TOP=253.32' IE IN (NE)=251.42' IE OUT (SW)=250.52'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=256.65' IE IN/OUT =253.10'
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
CURB INLET RIM/TOP=258.41' IE…
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