Attachment III - Drawings set 2 of 6.pdf
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 87
SANITARY STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
SAN-395002 MANHOLE 831.11 827.91 12" DIP W
827.87 12" DIP SE
SAN-390004 MANHOLE 837.43 819.78 12" DIP S
819.68 12" DIP NE
SAN-390006 MANHOLE 838.65 821.07 12" DIP S
820.90 12" DIP N
SAN-390007 MANHOLE 833.88 822.86 12" DIP W
822.83 12" DIP SE
825.38 8" DIP SW
822.72 12" DIP N
SAN-390012 MANHOLE 830.72 825.27 12" PVC S
825.44 6" VCP W
824.92 12" PVC N
SAN-390013 MANHOLE 831.97 824.17 12" PVC S
824.09 12" PVC NW
SAN-390014 MANHOLE 831.45 826.29 12" PVC S
827.15 6" VCP W
826.27 12" PVC N
SAN-390015 MANHOLE 832.73 828.21 12" DIP W
828.01 12" PVC N
SAN-390020 MANHOLE 841.02 829.12 12" DIP W
829.12 15" VCP S
829.08 12" DIP E
SAN-390021 MANHOLE 840.13 828.63 15" VCP W
828.65 15" VCP N
SAN-390024 MANHOLE 843.93 829.99 15" VCP W
834.97 6" VCP SW
829.89 15" VCP E
829.67 24" VCP SE
SAN-390025 MANHOLE 844.45 830.27 12" VCP W
830.10 15" VCP E
SAN-390027 MANHOLE 844.84 831.18 12" VCP W
837.09 6" DIP SW
836.44 6" DIP S
831.12 12" VCP E
SANITARY STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
SAN-390028 MANHOLE 844.58 832.26 12" PVC W
839.48 6" VCP N
839.78 6" HDPE W
842.68 6" HDPE W
832.26 12" PVC E
SAN-390031 MANHOLE 844.61 833.51 6" VCP NW
833.36 6" VCP SW
833.31 10" VCP E
SAN-390033 MANHOLE 844.77 838.07 6" PVC W
837.92 6" PVC S
SAN-390037 MANHOLE 844.78 836.23 6" VCP N
836.13 6" VCP SE
SAN-390038 MANHOLE 844.63 840.83 8" PVC E
842.68 4" PVC S
836.78 6" VCP NE
SAN-390043 MANHOLE 835.81 830.87 8" PVC S
830.77 8" PVC N
SAN-390047 MANHOLE 834.37 829.67 8" PVC SW
829.57 8" PVC NE
SAN-390049 MANHOLE 837.06 828.81 8" PVC SW
830.24 6" PVC NW
828.76 8" PVC E
SAN-390050 MANHOLE 834.37 830.97 6" PVC W
830.77 6" PVC SE
SAN-392000 MANHOLE 832.57 824.23 12" DIP NW
828.34 6" PVC S
824.17 12" DIP E
SAN-392002 MANHOLE 830.84 824.76 12" DIP NW
824.56 12" DIP SE
SAN-392009 MANHOLE 845.25 838.80 6" DIP SW
838.75 6" DIP NE
SAN-392011 MANHOLE 843.24 838.32 6" VCP SW
838.74 4" VCP N
838.54 4" VCP SE
838.19 6" VCP NE
SANITARY STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
SAN-395002 MANHOLE 831.11 827.91 12" DIP W
827.87 12" DIP SE
SAN-395004 MANHOLE 832.59 827.19 12" DIP NW
827.94 6" DIP NE
827.14 12" DIP SE
SAN-395006 MANHOLE 838.04 836.54 6" VCP NE
832.04 6" DIP SE
832.01 6" DIP SW
SAN-395007 MANHOLE 840.19 832.24 6" PVC SE
832.29 6" PVC NW
832.19 6" PVC SW
SAN-395022 MANHOLE 831.08 827.58 12" DIP NW
828.88 4" VCP NE
828.98 6" PVC N
827.38 12" DIP SE
SAN-395033 MANHOLE 841.61 836.06 6" DIP S
836.19 12" PVC W
835.89 12" DIP E
SAN-395055 MANHOLE 826.02 821.92 4" VCP S
SAN-395072 MANHOLE 844.53 837.78 6" VCP S
833.03 10" VCP W
836.43 6" VCP N
837.88 6" VCP E
832.88 12" PVC E
SAN-395077 MANHOLE 841.05 831.35 10" PVC N
832.75 10" RCP E
831.30 18" VCP W
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
STM - 390001 MANHOLE 825.79 817.64 12" VCP S
817.47 12" HDPE E
817.41 12" VCP N
STM-390002 CURB CAST INLET 823.96 818.76 12" HDPE W
STM-390003 CURB CAST INLET 825.49 SOIL FILLED
STM-390005 MANHOLE 828.37 813.12 72" RCP W
818.17 12" PVC S
810.17 72" RCP E
STM-390008 MANHOLE 830.92 824.56 18" PVC NW
824.60 15" HDPE NE
824.50 18" PVC SE
STM-390009 MANHOLE 833.65 827.75 6" VCP N
827.85 6" VCP W
823.05 24" VCP NW
822.85 24" VCP SE
STM-390010 MANHOLE 831.80 823.06 24" VCP NW
826.90 8" VCP N
828.35 8" VCP W
822.98 24" VCP S
STM-390011 MANHOLE 831.94 823.54 24" VCP N
823.54 24" VCP S
STM-390016 MANHOLE 833.24 NO PIPES FOUND
STM-390017 MANHOLE 832.98 822.44 18" RCP N
822.64 18" RCP S
STM-390018 MANHOLE 832.38 821.48 24" VCP NW
822.08 18" VCP N
827.22 12" VCP W
821.38 18" RCP S
821.73 18" RCP N
820.88 24" VCP S
STM-390019 MANHOLE 834.82 822.18 24" VCP N
822.08 24" VCP SE
STM-390022 ROUND INLET 840.37 833.13 12" VCP W
832.83 12" VCP E
STM-390026 ROUND INLET 844.44 842.04 6" PVC E
STM-390032 MANHOLE 844.88 839.43 4" VCP NE
842.35 4" VCP SE
840.54 6" HDPE SE
839.33 6" VCP W
STM-390036 ROUND INLET 844.57 838.67 4" VCP SW
839.11 4" VCP SW
837.87 6" PVC E
837.35 6" PVC E
6" VCP S BLOCKED
STM-390045 ROUND INLET 832.89 826.84 12" PVC W
827.64 12" PVC S
826.44 18" PVC S
826.34 18" PVC S
826.17 24" VCP N
STM-390046 MANHOLE 833.98 829.93 18" VCP N
830.13 12" VCP E
829.90 12" VCP S
829.83 12" VCP SW
830.18 10" VCP S
830.09 10" VCP S
830.00 4" VCP E
828.68 18" VCP W
STM-390052 MANHOLE 833.09 824.59 12" RCP SW
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
STM-391001 ROUND INLET 836.48 829.53 12" PVC NE
829.08 12" PVC W
829.03 12" PVC E
STM-391007 CURB CAST INLET 836.96 834.71 6" PVC E
STM-391008 ROUND INLET 836.09 831.59 6" PVC N
830.09 12" PVC SW
STM-391009 ROUND INLET 837.21 832.31 12" PVC SE
832.26 12" PVC N
STM-391012 MANHOLE 835.64 830.14 6" VCP S
825.84 24" VCP S
825.94 24" VCP NE
STM-391013 INLET 832.11 830.81 6" VCP W
STM-392001 MANHOLE 833.68 823.82 24" VCP NW
823.72 24" VCP SE
STM-392003 INLET 830.50 827.80 6" VCP SW
825.75 6" VCP N CLOSED
825.40 18" VCP NW
827.55 2" DIP N
825.35 18" RCP SE
825.75 6" VCP S CLOSED
STM-392004 MANHOLE 833.58 823.46 24" VCP NW
828.86 8" DIP N
823.50 24" VCP SE
STM-392005 MANHOLE 832.70 824.65 18" RCP NW
824.65 18" RCP SE
SANITARY 825.60 12" CMP E & W CLOSED
SANITARY 825.30 6" CMP E & W CLOSED
STM-392010 MANHOLE 844.73 842.38 6" HDPE SW
838.48 6" PVC SW
838.38 6" PVC NE
STM-392012 ROUND INLET 842.19 839.24 6" VCP NW
839.36 6" PVC W
840.81 6" PVC S
839.59 4" VCP N
838.86 6" VCP NE
STM-392013 ROUND INLET 843.16 841.86 4" PVC N
STM-392044 ROUND INLET 842.95 834.07 12" PVC W
835.37 6" VCP N
838.37 6" PVC NW
836.15 10" VCP SW
837.07 6" VCP S
840.58 4" PVC S
833.97 12" VCP E
STM-392047 MANHOLE 836.83 831.19 12" VCP W
832.15 8" VCP SW
833.99 4" VCP SW
831.11 12" VCP E
STM-392048 MANHOLE 834.95 822.23 24" VCP N
829.13 12" VCP W
828.97 12" VCP E
829.97 6" VCP NW
822.17 24" VCP S
STM-392049 MANHOLE 832.56 823.16 24" VCP N
823.60 12" VCP W
823.16 24" VCP S
STM-392051 MANHOLE 845.25 834.93 12" VCP W
834.89 12" VCP E
STM-392037 ROUND INLET 844.86 842.89 4" PVC S
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
839.99 6" PVC W
840.09 6" PVC E
STM-392038 ROUND INLET 843.60 841.24 4" PVC NW
838.86 6" PVC E
STM-392042 RND BEE HIVE
INLET
835.31 833.84 12" VCP E
STM-392043 RND BEEHIVE
INLET 834.88 833.45 4" PVC E
STM-392059 MANHOLE 844.90 835.90 12" VCP W
835.85 12" VCP E
STM-392050 MANHOLE 845.19 839.91 6" HDPE E
STM-392060 CURB CAST INLET 834.58 824.26 18" PVC NW
829.76 6" VCP W
824.18 24" VCP S
STM-392061 CURB CAST INLET 834.38 824.22 18" PVC NW
829.71 6" PVC E
824.10 18" PVC SE
STM-392062 CURB CAST INLET 832.53 825.83 12" HDPE N
825.78 12" HDPE SE
STM-392063 CURB CAST INLET 834.02 826.32 12" HDPE W
830.92 4" HDPE S
826.62 6" HDPE NE
826.32 12" HDPE S
STM-392064 CURB CAST INLET 834.12 826.62 12" HDPE E
STM-395001 MANHOLE 833.36 825.61 24" VCP SW
826.51 12" VCP NW
825.56 24" VCP SE
STM-395003 MANHOLE 832.40 827.90 8" VCP S
829.20 6" VCP SW
826.18 10" VCP NE
825.10 24" VCP NW
825.10 24" VCP SE
STM-395005 MANHOLE 833.08 826.48 18" VCP NW
827.58 6" VCP NE
826.48 18" VCP SE
STM-395008 CURB CAST INLET 831.62 830.17 6" VCP NE
STM-395009 MANHOLE 832.34 829.09 8" VCP N
STM-395010 INLET 831.24 829.64 6" VCP N FILLED IN WITH SOIL
STM-395011 CURB CAST INLET 832.27 830.42 8" VCP E
STM-395012 MANHOLE 832.33 830.08 12" HDPE NE
STM-395013 CURB CAST INLET 831.65 827.95 12" HDPE SW
827.90 12" HDPE SE
STM-395014 CURB CAST INLET 831.68 827.53 12" HDPE NW
827.48 12" HDPE SE
STM-395016 MANHOLE 831.86 826.86 12" HDPE NW
826.91 12" HDPE SW
826.81 12" HDPE E
STM-395017 CURB CAST INLET 830.72 FILLED IN WITH SOIL
STM-395018 CURB CAST INLET 830.75 828.40 6" VCP SE
STM-395019 MANHOLE 830.72 824.62 24" VCP NW
825.77 12" VCP W
824.52 24" VCP SE
STM-395020 MANHOLE 830.67 826.22 6" VCP NE
826.27 18" VCP NW
825.97 18" VCP SE
STM-395021 ROUND INLET 830.01 827.51 6" VCP NW
825.91 12" VCP W
826.56 4" DIP SE
825.91 12" VCP E
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
STM-395023 MANHOLE 831.93 824.53 24" VCP NW
827.23 8" HDPE SW
825.43 4" VCP S
824.43 24" VCP w
826.73 8" HDPE W
STM-395023 MANHOLE 824.43 24" VCP SE
STM-395023 MANHOLE 824.43 24" VCP SE
STM-395024 CURB CAST INLET 830.62 FILLED WITH SOIL
STM-395025 CURB CAST INLET 830.73 829.28 8" HDPE E
STM-395026 CURB CAST INLET 831.30 829.65 8" HDPE NE
STM-395027 CURB CAST INLET 840.40 BTM SOIL 837.75 FILLED WITH SOIL
STM-395028 CURB CAST INLET 840.32 836.82 10" VCP SW
STM-395029 MANHOLE 840.66 834.51 12" VCP S
836.96 6" VCP NE
834.79 12" NW
834.51 12" VCP N
STM-395030 MANHOLE 841.87 834.82 12" VCP S
834.82 12" VCP N
STM-395031 CURB CAST INLET 836.11 833.91 6" VCP SW
833.26 10" VCP E
STM-395032 CURB CAST INLET 835.42 832.77 10" VCP W
832.77 6" VCP W
832.77 6" VCP SW
832.72 10" VCP E
STM-395035 CURB CAST INLET 843.65 841.25 6" VCP E
STM-395036 CURB CAST INLET 843.40 840.55 6" RCP W
839.55 8" VCP E
STM-395037 CURB CAST INLET 838.73 834.63 8" VCP W
834.48 8" VCP E
STM-395038 CURB CAST INLET 842.54 840.34 8" PVC W
STM-395039 CURB CAST INLET 842.52 839.32 8" VCP E
839.22 10" VCP W
STM-395040 MANHOLE 842.69 835.49 12" PVC S
835.44 12" VCP N
STM-395041 CURB CAST INLET 842.27 839.17 6" VCP N
STM-395042 CURB CAST INLET 842.26 837.66 6" VCP E
837.51 12" VCP N
837.56 6" VCP N
835.91 10" VCP SW
835.91 15" VCP S
835.86 12" VCP E
STM-395043 CURB CAST INLET 842.33 837.98 6" PVC NW
838.28 6" PVC SW
838.53 6" PVC SE
838.08 10" PVC S
837.33 15" PVC N
STM-395044 MANHOLE 845.13 836.68 10" DIP S
836.68 8" DIP W
836.78 8" DIP S
836.63 10" DIP NE
STM-395045 YARD DRAIN 843.61 839.46 6" VCP W
STM-395046 ROUND INLET 840.74 BTM SOIL 839.19 FILLED WITH SOIL
STM-395047 CURB CAST INLET 838.67 BTM SOIL 837.32 FILLED WITH SOIL
STM-395048 CURB CAST INLET 838.77 834.67 10" VCP N
834.67 10" VCP SE
STM-395049 ROUND INLET 835.04 BTM SOIL 833.29 FILLED WITH SOIL
STM-395050 ROUND INLET 838.28 833.48 12" PVC NW
STM-395052 INLET 830.53 825.18 12" HDPE NW
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
826.28 6" HDPE E
824.88 15" HDPE SW
STM-395054 INLET 827.07 823.12 12" PVC W
823.02 12" PVC N
STM-395056 CURB CAST INLET 843.58 841.53 6" DIP NW
STM-395057 CURB CAST INLET 843.68 841.13 8"X20" OPENING
STM-395058 MANHOLE 843.91 837.06 12" VCP W
840.36 8" VCP N
839.91 8" VCP NW
837.36 4" DIP S CLOSED
837.36 4" DIP N CLOSED
836.71 12" VCP E
STM-392058 MANHOLE 844.26 836.71 12" VCP W
837.81 6" PVC SW
837.61 6" VCP NE
836.56 12" VCP E
STM-395059 CURB CAST INLET 843.27 841.12 8" VCP SE
STM-395060 MANHOLE 843.99 837.59 12" VCP W
837.49 12" VCP E
STM-395061 MANHOLE 843.68 840.98 8" HDPE S
837.68 12" VCP W
837.53 12" VCP E
STM-395062 CURB CAST INLET 843.28 841.28 8" VCP W
STM-395063 CURB CAST INLET 843.82 840.47 8" VCP E
840.42 8" VCP E
STM-395064 CURB CAST INLET 843.48 841.43 8" HDPE E
STM-395065 CURB CAST INLET 843.22 841.07 8" HDPE W
841.02 8" HDPE N
STM-395066 INLET 843.48 838.78 10" RCP S
840.13 8" PVC SE
838.78 8" PVC E
838.78 10" RCP N
STM-395068 ROUND INLET 842.80 841.40 6" PVC W
STM-395069 ROUND INLET 844.34 841.34 6" VCP NW
STM-395070 INLET 844.31 842.81 6" HDPE E
STM-395071 INLET 844.01 842.51 6" HDPE NE
STM-395073 CURB CAST INLET 843.06 840.66 8" VCP S
STM-395079 CURB CAST INLET 837.84 834.54 12" RCP NE
834.49 15" RCP W
STM-395080 CURB CAST INLET 836.28 833.08 15" RCP E
833.38 12" RCP N
833.03 15" RCP W
STM-395081 CURB CAST INLET 836.79 833.64 12" RCP S
STM-395083 CURB CAST INLET 835.66 831.86 12" RCP N
831.76 12" RCP W
831.81 12" RCP E
STM-395084 CURB CAST INLET 835.65 832.10 12" RCP E
STM-395085 CURB CAST INLET 835.68 832.43 12" RCP W
STM-395086 CURB CAST INLET 835.61 832.31 12" RCP E
832.26 12" RCP W
832.16 12" RCP S
STM-395087 CURB CAST INLET 835.68 832.48 12" RCP E
STM-395089 CURB CAST INLET 837.44 834.99 12" HDPE N
833.94 10" PVC S
STM-395092 CURB CAST INLET 843.70 841.65 6" HDPE S
842.00 6" HDPE NW
STM-395093 CURB CAST INLET 843.64 841.84 6" HDPE N
TUNNEL (RECORD)
TUNNEL (EXST.)
FLAG POLE
I
L
PM
RWM
W
YD
SQUARE/RECTANGULAR STORM INLETCB
WATER CURB STOP
COMMUNICATION UTILITIES VAULT
COMMUNICATION BOXC
COMMUNICATION UTILITIES PEDESTALC
PED
COMMUNICATION UTILITIES MANHOLEC
GAS METER
GAS VALVE (TYP.)
WATER METER
WATER VALVE (TYP.)
FIRE HYDRANT
POST INDICATOR VALVEPIV
IRRIGATION CONTROL VALVEICV
YARD HYDRANT
WATER UTILITIES MANHOLEW
POWER POLE/ UTILITY POLE
LIGHT POLE
TRANSFORMER PADTP
ELECTRICAL BOXEB
ELECTRICAL METERM
GUY ANCHOR
ELECTRICAL UTILITIES MANHOLEE
ELECTRICAL PANELPP
ELECTRIC UTILITIES VAULT
YARD LIGHT
STORM DRAINAGE MANHOLED
ROUND STORM DRAINAGE INLETCB
SANITARY SEWER MANHOLES
CLEANOUTCO
DECIDUOUS TREE
CONIFEROUS TREE
BUSH (DECIDUOUS)
BUSH (CONIFEROUS)
BOULDER
HORIZONTAL CONTROL POINTHC
BENCHMARK
BOUNDARY MONUMENTIP OVERHEAD UTILITY- MULTIPLE SVCS. (EXST.)OHU
DOWNSPOUTDS
FINISHED FLOOR ELEVATION
BOLLARDB
MAILBOXMB
SINGLE-POST SIGN
DOUBLE-POST SIGN
GRAVEL/STONE MATERIAL
BUILDING (ENCLOSED)
SAN: SANITARY SEWER (EXST.)
STM: STORM SEWER (EXST.)
OVERHEAD ELECTRIC LINE (EXST.)OE
UNDERGROUND ELECTRIC LINE (EXST.)UE
OVERHEAD TELECOM/DATA LINE (EXST.)OC
UNDERGROUND TELECOM/DATA LINE (EXST.)UC
UNDERGROUND FIBER OPTIC LINE (EXST.)FO
GAS LINE (EXST.)G
WATER LINE (EXST.)W
HAND RAILo o
FENCE LINE (TYP.)[] []
CHAIN-LINK FENCE LINEx x
EDGE OF LANDSCAPING
BUILDING (OPEN-AIR CANOPY)
GAS CURB STOP
ELETRICAL HANDHOLE
IRRIGATION SIDEWALK CROSSING
LIFT STATION MANHOLE
ONITORING WELL
PARKING BLOCK
PARKING METER
RIGHT OF WAY MARKER
SOIL BORING
LAWN SPRINKLER HEAD
GAS UTILITIES VAULT
WATER UTILITIES VAULT
WATER LEVEL
WELL
YARD DRAIN
AIR CONDITIONING UNIT
ADA DOOR BUTTON
FLAGPOLE
ELECTRIC UTILITIES PEDESTALE
PED
POST/FENCE GATE
ADA SYMBOL
BURIED LINE - WARNING RISER
TRAFFIC UTILITIES MANHOLE/HAND HOLETF
TRAFFIC UTILITIES VAULT
STRAIN POLE
TRAFFIC CONTROLS CABINET/ PEDESTALTF
PED
AC
H
UU
UNDERGROUND FIBER OPTIC LINE (RECORD)FO
UNDERGROUND UTILITY - MULTIPLE SVCS. (EXST.)UU
OVERHEAD FIBER OPTIC LINE (EXST.)OFO
OFO
OVERHEAD TRAFFIC CONTROL LINE (EXST.)OTR
OTR
UNDERGROUND TRAFFIC CONTROL LINE (EXST.)UTR
FARM FIELD TYPE FENCE
GUARDRAIL
SANITARY SEWER (RECORD)SS
WATER LINE (RECORD)W
STORM SEWER (RECORD)ST
GAS LINE (RECORD)G
UNDERGROUND PRIMARY ELECTRIC LINE (EXST.)PE
UNDERGROUND PRIMARY ELECTRIC LINE (RECORD)PE
UNDERGROUND ELECTRIC LINE (RECORD)UE
UNDERGROUND TELECOM/DATA LINE (RECORD)UC
UNDERGROUND UTILITY - MULTIPLE SVCS. (RECORD)
OVERHEAD FIBER OPTIC LINE (RECORD)
OVERHEAD TRAFFIC CONTROL LINE (RECORD)
UNDERGROUND TRAFFIC CONTROL LINE (RECORD)UTR
IRRIGATION LINE (EXST.)IRR
IRRIGATION LINE (RECORD)IRR
OVERHEAD ELECTRIC LINE (RECORD)OE
OVERHEAD UTILITY - MULTIPLE SVCS. (RECORD)OHU
OVERHEAD TELECOM/DATA LINE (RECORD)OC
CHILLED WATER LINE (EXST.)CW
CHILLED WATER LINE (RECORD)CW
HOT WATER LINE (EXST.)HW
HOT WATER LINE (RECORD)HW
SS SANITARY SEWER (EXST.)
ST STORM SEWER (EXST.)
SURVEY LEGEND
AutoCAD SHX Text
CIVIL SITE EXISTING STORM AND SANITARY SEWER
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231
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STRUCTURE TABLES AND SURVEY LEGEND
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DLR
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 8723
TUNNEL (RECORD)
TUNNEL (EXST.)
FLAG POLE
I
L
PM
RWM
W
YD
SQUARE/RECTANGULAR STORM INLETCB
WATER CURB STOP
COMMUNICATION UTILITIES VAULT
COMMUNICATION BOXC
COMMUNICATION UTILITIES PEDESTALC
PED
COMMUNICATION UTILITIES MANHOLEC
GAS METER
GAS VALVE (TYP.)
WATER METER
WATER VALVE (TYP.)
FIRE HYDRANT
POST INDICATOR VALVEPIV
IRRIGATION CONTROL VALVEICV
YARD HYDRANT
WATER UTILITIES MANHOLEW
POWER POLE/ UTILITY POLE
LIGHT POLE
TRANSFORMER PADTP
ELECTRICAL BOXEB
ELECTRICAL METERM
GUY ANCHOR
ELECTRICAL UTILITIES MANHOLEE
ELECTRICAL PANELPP
ELECTRIC UTILITIES VAULT
YARD LIGHT
STORM DRAINAGE MANHOLED
ROUND STORM DRAINAGE INLETCB
SANITARY SEWER MANHOLES
CLEANOUTCO
DECIDUOUS TREE
CONIFEROUS TREE
BUSH (DECIDUOUS)
BUSH (CONIFEROUS)
BOULDER
HORIZONTAL CONTROL POINTHC
BENCHMARK
BOUNDARY MONUMENTIP OVERHEAD UTILITY- MULTIPLE SVCS. (EXST.)OHU
DOWNSPOUTDS
FINISHED FLOOR ELEVATION
BOLLARDB
MAILBOXMB
SINGLE-POST SIGN
DOUBLE-POST SIGN
GRAVEL/STONE MATERIAL
BUILDING (ENCLOSED)
SAN: SANITARY SEWER (EXST.)
STM: STORM SEWER (EXST.)
OVERHEAD ELECTRIC LINE (EXST.)OE
UNDERGROUND ELECTRIC LINE (EXST.)UE
OVERHEAD TELECOM/DATA LINE (EXST.)OC
UNDERGROUND TELECOM/DATA LINE (EXST.)UC
UNDERGROUND FIBER OPTIC LINE (EXST.)FO
GAS LINE (EXST.)G
WATER LINE (EXST.)W
HAND RAILo o
FENCE LINE (TYP.)[] []
CHAIN-LINK FENCE LINEx x
EDGE OF LANDSCAPING
BUILDING (OPEN-AIR CANOPY)
GAS CURB STOP
ELETRICAL HANDHOLE
IRRIGATION SIDEWALK CROSSING
LIFT STATION MANHOLE
ONITORING WELL
PARKING BLOCK
PARKING METER
RIGHT OF WAY MARKER
SOIL BORING
LAWN SPRINKLER HEAD
GAS UTILITIES VAULT
WATER UTILITIES VAULT
WATER LEVEL
WELL
YARD DRAIN
AIR CONDITIONING UNIT
ADA DOOR BUTTON
FLAGPOLE
ELECTRIC UTILITIES PEDESTALE
PED
POST/FENCE GATE
ADA SYMBOL
BURIED LINE - WARNING RISER
TRAFFIC UTILITIES MANHOLE/HAND HOLETF
TRAFFIC UTILITIES VAULT
STRAIN POLE
TRAFFIC CONTROLS CABINET/ PEDESTALTF
PED
AC
H
UU
UNDERGROUND FIBER OPTIC LINE (RECORD)FO
UNDERGROUND UTILITY - MULTIPLE SVCS. (EXST.)UU
OVERHEAD FIBER OPTIC LINE (EXST.)OFO
OFO
OVERHEAD TRAFFIC CONTROL LINE (EXST.)OTR
OTR
UNDERGROUND TRAFFIC CONTROL LINE (EXST.)UTR
FARM FIELD TYPE FENCE
GUARDRAIL
SANITARY SEWER (RECORD)SS
WATER LINE (RECORD)W
STORM SEWER (RECORD)ST
GAS LINE (RECORD)G
UNDERGROUND PRIMARY ELECTRIC LINE (EXST.)PE
UNDERGROUND PRIMARY ELECTRIC LINE (RECORD)PE
UNDERGROUND ELECTRIC LINE (RECORD)UE
UNDERGROUND TELECOM/DATA LINE (RECORD)UC
UNDERGROUND UTILITY - MULTIPLE SVCS. (RECORD)
OVERHEAD FIBER OPTIC LINE (RECORD)
OVERHEAD TRAFFIC CONTROL LINE (RECORD)
UNDERGROUND TRAFFIC CONTROL LINE (RECORD)UTR
IRRIGATION LINE (EXST.)IRR
IRRIGATION LINE (RECORD)IRR
OVERHEAD ELECTRIC LINE (RECORD)OE
OVERHEAD UTILITY - MULTIPLE SVCS. (RECORD)OHU
OVERHEAD TELECOM/DATA LINE (RECORD)OC
CHILLED WATER LINE (EXST.)CW
CHILLED WATER LINE (RECORD)CW
HOT WATER LINE (EXST.)HW
HOT WATER LINE (RECORD)HW
SS SANITARY SEWER (EXST.)
ST STORM SEWER (EXST.)
SURVEY LEGEND
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
STM-1396000 ROUND INLET 844.54 843.29 6" PVC SW
843.29 6" PVC NE
843.24 6" PVC SE
STM-1396001 MANHOLE 845.09 842.79 6" VCP SW
STM-396002 ROUND INLET 844.65 843.60 6" PVC NE
STM-396003 MANHOLE 843.93 828.28 36" RCP S ONLY SOUTH
PIPE VISIBLE
STM-396004 INLET CURB 841.95 939.30 12" RCP N
STM-396005 INLET CURB
CAST 843.72 840.22 12" RCP N
STM-396006 MANHOLE 845.82 828.67 36" RCP S
828.67 36" RCP N
STM-1392008 ROUND INLET 841.24 830.54 18" PVC W
834.94 12" HDPE S
830.54 18" PVC E
STM-1392010 ROUND INLET 842.70 831.85 12" PVC W
831.50 18" PVC E
STM-1392011 MANHOLE 844.98 837.83 6" VCP SE
837.83 6" VCP W
837.83 6" VCP E
837.83 6" VCP W
STM-1392012 MANHOLE 845.14 836.74 10" VCP NW
836.69 10" VCP NE
STM-1392013 MANHOLE 845.67 838.47 10" VCP NW
838.47 10" VCP SE
841.17 8" VCP E
STM-1392014 MANHOLE 845.75 839.65 10" VCP NW
839.65 10" VCP SE
841.55 6" VCP N
STM-1392025 MANHOLE 842.91 833.96 10" VCP W
833.96 10" VCP E
838.86 8" VCP S
STM-1392026 MANHOLE 844.21 834.91 10" VCP W
834.91 10" VCP E
840.01 8" VCP SW
STM-1392028 MANHOLE 843.93 835.98 10" VCP SW
835.98 10"VCP E
STM-1392030 MANHOLE 846.04 841.04 10" VCP SE
STM-522148 INLET CURB
CAST 839.54 836.24 12" PVC SW
STM-522232 ROUND INLET 839.72 836.47 12" PVC SW
834.57 12" PVC W
834.37 6" PVC S
828.97 30" RCP SW
828.97 30" RCP N
STM-522161 INLET CURB
CAST 839.73 835.83 12" PVC NE
835.08 10" PVC E
835.03 8" VCP W
STM-522225 ROUND INLET 840.00 829.10 30" RCP NE
STM-522073 INLET CURB
CAST 841.31 839.11 6" RCP S
STM-521125 ROUND INLET 842.73 839.98 6" PVC W
STM-520721 ROUND INLET 842.15 838.55 6" PVC (2) S
838.45 6" PVC N
838.35 6" PVC E
838.35 10" PVC W
STM-520683 INLET CURB
CAST 841.14 838.59 6" PVC SW
STORM STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
STM-523019 ROUND INLET 842.32 837.12 6" PVC SW
STM-520636 INLET CURB
CAST 840.85 837.95 6" PVC NE
838.10 8" PVC W
837.60 12" PVC SW
STM-520570 INLET CURB
CAST 840.02 837.02 6" PVC E
STM-520369 INLET CURB
CAST 839.91 836.51 6" PVC W
836.36 6" PVC SE
STM-520259 MANHOLE 840.32 836.02 6" PVC NW
835.07 12" PVC NE
834.22 6" PVC NE
833.42 8" PVC SE
834.52 6" PVC NE
833.32 15" PVC NW
STM-520260 ROUND INLET 838.11 834.56 8" PVC NW
STM-520554 MANHOLE 840.78 830.88 15" PVC SE
834.98 6" PVC (2) S
838.58 6" PVC N
830.78 15" PVC W
STM-521316 INLET CURB
CAST 839.46 837.06 4" PVC N
836.96 6" PVC W
STM-521318 ROUND INLET 840.10 835.20 6" PVC E
835.20 6" PVC NW
830.90 12" PVC N
830.40 15" PVC E
831.10 12" PVC SW
830.20 15" PVC NW
STM-521317 INLET CURB
CAST 839.54 836.29 6" PVC SE
STM-521691 MANHOLE 840.54 830.34 10" VCP W
830.34 10" VCP E
831.54 15" VCP S
831.44 15" VCP N
STM-523005 ROUND INLET 840.26 829.96 15" PVC SE
SANITARY STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
SAN-1392027 MANHOLE 842.87 835.67 6" VCP W
835.67 6" VCP E
836.07 6" VCP S
SAN-1392029 MANHOLE 844.93 838.63 6" VCP E
838.73 6" VCP S
838.78 6" VCP W
SAN-522231 MANHOLE 840.22 833.62 10" PVC E
833.07 10" PVC SW
835.22 10" PVC W
833.07 10" PVC N
SAN-522136 MANHOLE 840.90 834.30 4" VCP N
834.30 10" VCP S
834.25 10" PVC E
834.05 10" PVC W
SAN-523038 MANHOLE 841.54 836.74 4" VCP W
836.74 4" VCP S
SAN-521104 MANHOLE 843.79 839.24 4" VCP W
839.24 4" VCP S
SAN-521119 MANHOLE 842.59 837.09 4" VCP S
836.94 4" VCP N
836.89 10" PVC E
836.79 10" PVC W
SAN-520752 MANHOLE 841.84 837.99 4" VCP W
837.89 4" VCP N
SAN-520088 MANHOLE 841.30 839.45 4" PVC NW
837.30 6" VCP S
837.35 6" VCP W
837.30 6" VCP N
SAN-520114 MANHOLE 841.83 837.73 6" VCP S
837.73 6" VCP S
837.73 6" VCP N
SAN-520559 MANHOLE 840.85 836.75 6" VCP S
838.75 4" VCP NW
836.65 6" VCP W
SAN-523004 MANHOLE 840.46 836.11 6" VCP N
SANITARY STRUCTURE TABLE
STRUCTURE # STRUCTURE TYPE RIM ELEVATION INVERT PIPE SIZE / MATERIAL PIPE DIRECTION REMARKS
SAN-521323 MANHOLE 840.43 835.43 6" VCP E
835.33 6" VCP S
835.33 10" VCP N
SAN-522226 MANHOLE 840.66 834.46 10" PVC NE
SAN-521685 MANHOLE 840.84 834.99 4" VCP NW
834.74 10" VCP S
834.74 10" VCP N
AutoCAD SHX Text
CIVIL SITE EXISTING STORM AND SANITARY SEWER
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231
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W
MANHOLE
(INACCESSIBLE)
CB
S
S
CB
STM:24" VCP
STM:24" VCP
STM
:24" VCP
SA
N:1
2"
DIP
SAN:6" VCP
SAN:15" VCP
SA
N:
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SAN:6" DIP
SAN:12" PVC
SAN:12" PVC
SA
N:
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PV
C
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SAN:6" VCP
SA
N:
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CP
SAN:10" VCP
SAN:18" VCP
SAN:10" RCP
SAN:6" VCP
SAN:6" VCP
SA
N:
8" P
VC
SAN:12" VCP
SA
N:4
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IP
SAN:4" DIP
SAN:8" PVC
SAN:8" VCP
SA
N:
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VC
D
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C H
A R
D A
V
EN
U E
O R
C H
A R
D A
V E
N U
E
RIVER ROAD / ORCHARD AVENUE
BLACK ROAD
NELSON AVENUE
ORCHARD AVENUE
ORCHARD AVENUE
B
LA
C K
R O
A D
ORCHARD AVENUE
KUDER PLACE
HYD
E
RO
AD
IR
W
IN
D
R
IV
E
M
IS
S
IS
E N
E W
A R
O A
D
E 38th STREET
E 38th STREET
E 38th STREET
S B
LA
IR
S T
R E
E T
G E
O R
G
IA
S T
R E
E T
M E
C H
A N
IC
S
A V
E N
U E
ORCHARD AVENUE
S H
O R
T S
T R
E E
T
COTTAGE AVENUE
N E
LS
O
N A
V E
N U
E
IN
DI
AN
A
AV
EN
UE
WATER STREET
SH
O R
T
ST
R
EE
T
O R
C H
A R
D A
V
EN
U E
E 38th STREET
PARK
DRIVE
INDIANA AVENUE
FUEL LINE
VENT
PIPES
18" FUEL COVER
36" FUEL TANK
ACCESS
W
W
W
W
W
W
W
W W
STEAM
VAULT
STEAM VAULT
STEAM
VAULT
EOI
EOI
PLUGGED PER RECORD
STEAM VAULT
#18
APPROXIMATE LOCATION OF STEAM VAULT
#17 (NOT FOUND)
APPROXIMATE LOCATION OF STEAM VAULT
#16 (NOT FOUND)
APPROXIMATE LOCATION OF STEAM VAULT
#15 (NOT FOUND)
APPROXIMATE LOCATION OF STEAM VAULT
#14 (NOT FOUND)
STEAM VAULT #12
STEAM VAULT
#13
STEAM VAULT #10
STEAM MANHOLES
STEAM TUNNEL PER
RECORD
ROUND INLET
(ACCESS TO STEAM TUNNEL)
STEAM
MANHOLE
STEAM VAULT
STEAM MANHOLE
STEAM VAULT #11
STEAM VAULT
#12
YIELD SIGN
YIELD
SIGN
BUILDINGS 8,9,55
DIRECTIONAL SIGN
EXIT/MAIN ENTRANCE
DIRECTIONAL SIGN
BRUSH
18" RCP
INV:793.35
S M
APPROXIMATE BOUNDARY LINE
APPROXIMATE BOUNDARY LINE
APPROXIMATE BOUNDARY LINE
APPROXIMATE BOUNDARY LINE
APPROXIMATE BOUNDARY LINE
APPROXIMATE BOUNDARY LINE
APPROXIMATE
BOUNDARY LINE
APPROXIMATE
BOUNDARY LINE
APPROXIMATE
BOUNDARY LINE
APPROXIMATE
BOUNDARY LINE
APPROXIMATE SECTION LINE
APPROXIMATE SECTION LINE
APPROXIMATE SECTION LINE
APPROXIMATE SECTION LINE
APPROXIMATE R/W
APPROXIMATE R/W
APPROXIMATE R/W
APPROXIMATE R/W
SM
W
S T
S T
S T
S T
ST
STST
LP
LP
LP
E
LP
LP
C
LP
CO
LP
W
W
W
C
C
C
C
W
W
W
W
W
LP
W
CS
W
CS
W
W
LP
W
W
CO
C
G
TP
TP
E
W
W
W
CS
W
W W
LP
LP
W
LP
CB
D
CB
D
CB
CB
CB
D
CB
CB
CB
CB
CB
CB
CB
CB
D
D
CB
CB
CB
CB
D
CB
CB
CB
D
YD
CB
CB
CB
C
PED
E
W
D
CB
CB
CB
D
CB
CB
ICV
YH
W
YHW ICV W
CO
ICV
ICV
CO
ICV
ICV
CO
YH
ICV
LP
LP
CB
CB
CB
W
W
W
LP
FLAG POLE
FLAG POLE
FLAG POLE
FLAG POLE
FLAG POLE
W
CO
CO
W W
CEB
TP
W
D
S
CB
M
LP
PIV
W
E
W
LP
W
LP
C
E
W
CO
CB
CB
CB
CB D
CB
D
D
CB
CB
CB
CB
CB
PIV
PIV
W
W
LP
LP
AC
CO
CO
CO
DS
DS
DS AC
DS
LP
W
PIV
C
W
CC
C
E
E
W
W
DS
DS
YD
TP
TP
DS
DS
E
C
CO
C
PED
CB
CB
CB
D
D
E
D
D
AC
DS
DS
YD
TP
B
B
AC
DS
CO
DS
B
B
LP
C
E
E E
LPW
C
CO
LP
E
E
EB
DS
DS
CO
W
CS
W
CS
W
CS YH
DS
DS
DS
DS DS DS
DS
DSDSDS
DS
CO
WW
WW
W
CS
W
CS
DS
W W
TP
B B
B
BB
B B
LP
LP
E
LP
CB
D
CB
CB
CB
CB
CB
CB
CB
YH
C
C
BBB
W
YD
PIV
W
W
W
PIV
PIV
LP LP
YD
DS
DS
DS
E
DS
DS
DS
DS
AC
CO
C
E
E
LP
ICV
ICV
ICV
ICV
ICV
ICV
S
CB
D
W
CB
C
PED
C
PED
MBMB
W
WW
MBMB
WC
PED
C
PED
EB
C
PED
C
PED
W
MBMBMB
W
W
CS
W
MB
MB
W
MBMBMB
C
PED
C
PED
MB
W
MB
W
W
W
D
CB
CB
S
D
S
CB
CB
CB
DCBCB
CBCBCB
D
CB
CB
S
ICV
DS
DS
LP
TP
TP
LP
E
E
C
W
AC
YD
DS DS
C
YD
DS
W
DS
CO
DS
D
CB
CB
CB
DS
DS
CO
W
W
PIV
ACACACAC
W
D
IP
IP
IP IP
C
DS
DS
DSDS
DS
DSDSDS
LP
DS
DS
DS
B
DSDS
AC
DS
YD
D
CB
CB
CB
CB
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
GG
G G
E
EBM
AC
W
PIV
W
W
AC
DS
DS
DSDS
DS
DS
DS
LP
DS
DS
AC
DS
DS
DSDS
DS
DS
DS
CO
W
W
WW
B B
BB
DS
YD
E
E
E
E
G
G
G
CO
BBB
LP
B
CB
CB
CB
CB
CB
CB
CB
SM SM SM SM SM SM SM SM SM SM SM SM SM SM
S M
S M
S M
W
W
W
W
W
W
W W
W W
W W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W W
W W
GA
GA
GA
GA
GA
GA
GA
GA
GA
GA
GA
GA
GA
GA
G A
G A
GA
S M
W
W W W W W W W W W W
W
W
W
W
W
W
W
W
W
D
S T
ST
M
:1 2"
V
CP
S T
ST
M:
" V
CP
ST
ST
STM:12" HDPE
CB
CB
S
SS
SS
SS
SS
SS
SS
SS
S
S
SS
SS
ST
ST
ST
ST
ST
S T
S T
S T
S T
S T
S T
S T
S T
S T
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
SS SS SS
S
S
S S
S S
S S
S S
S S
S S
SS SS SS
S
SS SS SS
ST
ST
ST
ST
ST
ST
ST
ST
ST
S T
S T
S
S
STM:12" VCP
S
S S
S S
S S
S S
S S
S S
S S
S S
ST ST
STM:12" PVC
S T
S T
S T
S T
S T
ST
M
:1 2"
P
VC
S T
ST
ST
S T
S T
ST
ST
M:
" P
VC
ST
ST
ST
STM:18" PVC
S T
S T
S T
S T
ST
M
:2 4"
V
CP
S
SS
SS
SS
S
SS
SS
SS
SS
S
SS
S
SS
SS
SS
SS
SS
SS
S T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
SS
SS
SS
SS
SS
SS
SS
SS
ST
ST
ST
ST
ST
S
SS
SS
SS
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
SS
SS
SS
S
S S
CB
CB
CB
STM:12" VCP
CB
STM:4" PVC
CB ST ST ST ST
STM:12" VCP
ST ST ST
STM:12" VCP
S T
ST
M:
6" V
CP
ST
ST
STM:6" PVC
STST
M:
" V
CP
S T
ST
M:
6" V
CP
ST
ST
ST
ST
STM:6" VCP
ST
ST
ST
ST
ST
ST
ST
ST
S T
S T
S T
D
STM:6" HDPE
D
ST
ST
ST
STM:12" VCP
D
ST
ST
ST
STM:12" VCP
CB
S T
S T
CB
CB
CB
CB
S M
S M
S M
S M
S M
S M
S M
S M
S M
S M
SM
SM SM
SSS
SS
S
SS SS SS SS
CB
ST STSTM:6" PVC
S
SS
SS
SS
SS
SS
S
SS SS
SS SS SS
S
S
SS
SS
SS
CB
STM:6" PVC
ST
M:
6" P
VC
ST
M:
4" V
CP
CB
CB
STM:6" PVC
S T
S T
S T
STM:6" PVC
CB
ST
STM:12" PVC
D
ST
ST
ST
ST
STM:24" VCP
CB
STSTM:6" VCP
D
STM:12" VCP
CB
CB
CB
CB
ST
ST
ST
ST
ST
ST
ST
ST
CB
D
CB
CB STM:8" VCP
CB ST
CB
CB
S
SM
W
W W W W W
W W
W
W
W W
W W
W W
W
W W W
W
W
W
W
W
W
W
W W
W
W
W
SM
SM
SM
SM
S M
SM
S M
S M
SM
S M
S M
S M
SM SM SM SM
SM SM
S
M SM SM S
M
SM
S M
S M
S M
S M
S M
S M
SM
W W
S
CB
CB
ST
ST
ST
STM:12" PVC
CB
CB
CB
CB
STM:10" VCP
ST
STM:12"
CB
CB
D
ST
ST
ST
ST
ST
ST
CB
D
CB
CB
CB
ST
ST
ST
ST
ST
ST
ST
CB
CB
CB
CB
SSS
CB
STM:8" HDPE
CB
CB
CB
D ST
STM:12" VCP
D ST ST ST
STM:12" VCP
DCB
ST
STM:12" VCP
STM:8" VCP
CB
CB
CB
ST
ST
ST
ST
STM:6" DIP
CB
S T
ST
M
:1 0"
R
CP
ST
M
:1 0"
R
CP
STM:8" PVC
STM:8" PVC
CB
S T
S T
S T
S T
ST
M
:1 0"
P
VC
CB
STM:6" VCP
S T
ST
M:
" V
CP
ST
STST
M:10
" V
CP
CB
CBSTCB
STM:8" VCP
CB
D
STM:12" PVC
ST
S T
ST
STM:12" VCP
D
S T
S T
ST
M:
" V
CP
D
ST
M:
6"
VC
PS
T
S T
W W
W
W
W W
W W
W
GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA
G A
GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA
W W W W
W
S
SSSSSSSSSSSSSSSS
CBSTSTST
STM:15" RCP
CBSTSTST
STM:15" RCP
S T
ST
M:
" R
CP
CB
CBCBCB
ST
M
:1 2"
R
CP
CBCB
CB
D
STM:6" VCP
CB
ST ST ST ST ST ST ST ST ST STSTM:72" RCP ST ST ST STSTM:72" RCP
D
ST
STM:6" PVC
S
SS
CB
ST
M:
4" P
VC
ST
M:6"
PV
C
D
STST
M:6"
PV
C
S
ST
M:
" P
VC
SM
ST
ST
ST
ST
ST
ST
D
ST
M:10
" D
IP
ST
M:
" D
IP
STSTM:8" DIP
ST
M
:8 " D
IP
D
ST
ST
STM:8" VCP
ST
ST
STM
:4" VCP
CB
CB
W
W W W W
W
W
W W W W W
W
S M
S M
S M
S M
W
W S M
SM
GA
GA
GA
GA
GA
GA GA GA
SM SM
W W W
S
CB
CB
ST
M:
" P
VC
CB
ST
STM:4" PVC
CB
ST
ST
STM:12" PVC
STM:12" PVC S
T
STM:6" PVC
CB
S T
S T
S T
ST
M
:1 2"
P
VC
ST
STM:12" PVC
S
SS
S
SS
SS SS SS
S
D
STSTM:18" PVC
ST STM:6" PVC
D
ST
ST
STM:12" VCP
D
STM:6" PVC
S
SS
SS
SS
SS
SS
SS
STSTSTSTST STM:15" RCP
STM:15" RCP
ST
STM:12" RCP
ST
M:
" R
CP
CB
CB
D
STSTM:4" VCP
S
ST ST ST ST ST ST ST ST ST ST
STM:72" RCP
ST ST ST ST ST ST ST STSTM:72" RCP D ST ST ST ST ST ST ST ST STSTM:72" RCP
SS SS SS SS SS
S S
CB
CBSTSTM:6" PVC
STM:6" PVC
CB
CB
D
S T
S T
S T
ST
M
:1 2"
D
IP
STM:18" RCP
SS
SS
SS
SS
SS
SS
ST
ST
ST
ST
ST
ST ST ST ST ST ST
S T
S T
ST
ST
STM - 392061
STM - 392060
STM - 392047
STM - 392043
STM - 392042
STM - 390022
SAN - 390024
STM - 395068
SAN - 390025
STM - 390026
STM - 392044
STM - 392051
SAN - 390027
STM - 390009
STM - 390008
STM - 395035
STM - 392050
STM - 392059
STM - 392058
STM - 395058STM - 395057
STM - 395070
SAN - 390028
STM - 392038
STM - 392037
SAN - 392018
STM - 392014
STM - 392015
STM - 392017
STM - 392021
STM - 392022
SAN - 392020
SAN - 392019
STM - 392026
STM - 392027
STM - 392035
STM - 392036
SAN - 390031
SAN - 390038
SAN - 390037
STM - 395093
STM - 395092
STM - 390032
STM - 390036
SAN - 395072
STM - 395065
STM - 395064
STM - 395063
STM - 395061
STM - 395062
STM - 395060
STM - 395059
STM - 395073
STM - 395056
STM - 395066
STM - 395044
STM - 395043
STM - 395045
STM - 395041
STM - 395042
STM - 395040
STM - 395039
STM - 395038
STM - 395030
STM - 395028
STM - 395027
STM - 395048
STM - 395047
STM - 395046
STM - 392062
STM - 392063
STM - 392064
SAN - 390006
STM - 395012
STM - 395011
STM - 395010
STM - 395008
STM - 390052
STM - 395001
STM - 395083
STM - 395088
STM - 395084
STM - 395087
STM - 395086
STM - 395085
STM - 395081
STM - 395079
STM - 395082
SAN - 395077
SAN - 395076
STM - 395075
STM - 390005
STM - 395054
STM - 390002
STM - 390001
STM - 390003
SAN - 395055
SAN - 390004
W/ VALVE
SAN - 390044
SAN - 390043
SAN - 391011
SAN - 312003
SAN - 390047
SAN - 390049
SAN - 390050
APPROXIMATE LOCATION
OF SANITARY MANHOLE
APPROXIMATE LOCATIONOF SANITARY LIFT STATION
STM - 395080
APPROXIMATE LOCATIONOF STORM MANHOLE PER
RECORD (NOT FOUND)
STM - 391013
STM - 391012
STM - 390046
STM - 395049
STM - 391001
STM - 395089
STM - 395090
STM - 391004
STM - 395045
STM - 390042
STM - 391009
STM - 395050
APPROXIMATE LOCATION OF STORMMANHOLE PER RECORD (NOT FOUND)
APPROXIMATE LOCATION OF STORMMANHOLE PER RECORD (NOT FOUND)
FULL OF SOIL
TRENCH DRAIN
MANHOLE NO VISIBLE PIPESAPPROXIMATE DEPTH = 23'
STM - 395069
STM - 392010
STM - 395071
STM - 392012
STM - 392013
TRENCH DRAIN
TRENCH DRAIN
STM - 392028
TRENCH DRAIN
TRENCH DRAINFULL OF SOIL
FULL OF SOIL
FULL OF SOIL
W
S S
825830835
828829831
834836837
837 838
837838839
837 836
83183
831832833
836840
827828829
840 839
84184
833 83
84284
843844
3 84
845 84
843 844
841842843844
840 839
M 1311088 837.909
MH *ABANDONED UTILITY ACCESS
W W
W W
W W
G
G
G
G
G
G
G
G
G G
G
G G
G
G
G
W
W
W
W
W
W
W
W W W W W W W W
W
W
W W
W
W W
W
W
W W W
W
W
ST
M
:4 " P
VC
STM: 18" PVC
STM:18" PVC
INV: 830.47
4" PVC~S
CB
EB
EB
LP
E
LP
E
LP
B
B B
B
B
LP
LP
E
LP
LP
TP
E
TP
EB
BBBB
YD
EB
CB
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
TP
LP
LP
EB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
D
D
D
D
D
CB
CB
CB
CB
CB
D
DD
D
D
CB
CB
CB
CB
CB
CB
SAN: 6" VCP
SAN: 6" VCP
SAN: 6" VCP
SAN: 6" VCP
SAN: 6" VCP
SAN: 6" VCP
SAN: 6" VCP
SAN: 6" VCP
SAN: 8" PVC
SAN: 4" VCP
CB
CB
STM: 6" VCP
STM: 8" VCP
STM: 10" VCP
STM: 10" VCP
STM: 8" VCP
STM: 10" VCP
STM: 8" VCP
STM: 10" VCP
ST
M:
" V
CP
STM: 6" PVC
ST
M
: 6 " P
VC
STM: 10" VCP
STM: 8" PVC
STM: 6" HDPE
STM: 12" PVC
STM: 6" HDPE
STM: 6" VCP
STM: 6" VCP
STM: 6" VCP
STM: 18" PVC
STM: 18" PVC
ST
M
: 1 2"
H
DP
E
STM: 12" PVC
ST
M:
2"
P
VC
STM: 6" HDPE
STM: 6" PVC
STM: 6" PVC
STM: 6" HDPE
ST
M:
4"
R
CP
ST
M
: 2 4"
R
CP
STM: 18" PVC
STM: 24" RCP
ST
M:
4"
R
CP
ST
M
: 1 2"
H
DP
E
ST
M
: 2 4"
R
CP
ST
M
: 1 2"
P
VC
ST
M:
8"
P
VC
STM: 12" HDPE
STM: 6" HDPE
STM: 6" VCP
E
S HOME AVENUE
S HOME AVENUE
S HOM
E AVENUE
DOCTORS ROAD
S
CDSCDS
C C
W
W W
W
W
W
W W
CS
W WW
PIV
DS
DS
DS
DS
DS
C
DS
DS
DS
DS
DS
DS DS
G C
E
CODS
DS
DS
CO
DS DS
DS
DS
E
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
G
DS
DS
DS
DS
DS
G
CS
DS
DS
DS
DS
G
CS
DS
DS
DS
DS
DS
CPED C
C
C
CPED
C
PED
C
PED
C C
C
PED
C
PED
E
E
S
S
S
S
S
APPROXIMATE BOUNDARY LINE
APPROXIM
ATE BOUNDARY LINE
APPROXIMATE R/W
IP
IP
S T
SSSS
SS
SS
SSSSSS
SS
SS
SS
SS
SS
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
ST
S T
S T
S T
STST
S T
S T
S T
STSTST
ST
BUILDING 93
1-CAR GARAGE
(BLDG. 34)
BUILDING 32
QUARTERS SINGLE
BUILDING 91
1-CAR GARAGE
(BLDG. 32)
BUILDING 125
2-CAR GARAGE
(BLDG. 33)
BUILDING 33
QUARTERS DUPLEX
BUILDING 34
QUARTERS SINGLE
BUILDING 3002
LOWER BARN
BUILDING 8
GYMNASIUM
BUILDING 9
PRINTING & MAIL
BUILDING 55
WAREHOUSE
BUILDING 156
REC. SVC. STORAGE
BUILDING 153
SHELTER HOUSE
BUILDING 54
SHEET METAL
SHOP
BUILDING 137
ENGINEERING
WASH
BUILDING T504
PAINT SHOP
BUILDING T516
EQUIPMENT & MATERIAL STORAGE
BUILDING 4801
COMMITTAL SHELTER
BUILDING 97
MASON SHOP
BUILDING 49
LIBRARY
BUILDING 41
TRANSPORTATION OFFICE
BUILDING 79
LAUNDRY BUILDING
BUILDING 52
ENGINEERING OFFICE
BUILDING 78
PUMP HOUSE #1
BUILDING 51
ENGINEERING SHOP
BUILDING 53
ENGINEERING SHOP
BUILDING 58
GROUNDS CREW BUILDING
BUILDING 76
BOILER PLANT
BUILDING
BUILDING
31BUILDING
BUILDING
BUILDING28
BUILDING27
BUILDING26
BUILDING 114
VA POLICE
W A
W A
C
C
PED
LP
DS
CO
DS
C
PED
C
PED
C
C
PED
C M
EB
TF
SP
CB
D
CB
CB
D
CB
CB
D
D
CB
CB
ST
ST
ST
D
S T
S T
S T
S T
S T
S T
S T
STM:6" PV
C
STM:6" VCP
ST
M
:1 2"
R
CP
ST
M
:3 6"
R
CP
ST
M
:3 6"
R
CP
STM:12" RCP
Cleanout Inv. 843.90, 6" PVC~SE.
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
RECORD 72" STORM
SEWER LINE
RECORD 36" STORM
SEWER BLIND TAP
COMMUNICATION
WARNING RISER 6' TALL
FENCE
6' TALL
FENCE
E 38th ST
S
LIN
C O
LN
B
LV
D
6' TALL
FENCE
APPROXIMATE R/W
W W W W W W W W W W W W
WATER MAIN
APPARENT END OF
RECORD GAS LINE
DS
SAN:15" VCP
STM - 1392028
STM - 1392010
STM - 1392008
STM - 396002
STM - 1392026
S T
S T
S T
S T
ST
S T
ST
ST
S T
S T
ST ST
S S
S S
S S
S S
S S
S S
S S
SS
SS
SSSSSS
S S
STM:8" HDPE
STM:18" HDPE
D
STM:12" HDPE
D D
STM:12" HDPE
D
D
STM:18" HDPE
D
D
STM:30" HDPE
D
STM:30" HDPE D D
STM:18" HDPE
STM:12" HDPE D
STM
:18" HDPE
D
STM
:12" HDPE
S
SS
S
S
S
D
D
STM
:18" HDPE
STM
:18" HDPE
S S
S S
S S
S S
S S
S S
S S
S S
ADMIN.
ADMIN.
STORAGE
VACANT
ADMIN.
C
C
C
C
C
C
C
C
C
AC
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AC
AC
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AC
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S
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Inv. 839.78, 6" PVC
Inv. 839.95, 6" PVC
Inv. 840.08, 6" PVC
Inv. 840.22, 6" PVC
Inv. 841.31,4" PVC
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
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STM:8" PVC
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STM:15" PVC
STM:15" PVC
STM:6" PVC
STM:10" PVCST
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STM:6" (2) PVC Pipes
STM:6" (2) PVC Pipes
STM:12" PVC
STM:12" PVC
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(STEAM ACCESS)
S M
SM
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SM
SM
SM
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W
W
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W
W
W
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W
W
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APPROX. STEAM
VAULT #6
APPROX. STEAM VAULT #5
AP
PR
OX
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ST
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ST
ST
ST
ST
ST
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ST
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ST
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STM:8" PVC
STM:6" PV
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S S
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S S
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S S
SS
SS
S S
S S
S S
S S
SS
S S
SS
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 8724
SCALE: 1" = 100'
CIVIL SITE DEMOLITION AREA LOCATION PLAN 1
CD100
AREA 2
SHEET CD102
AREA 3
SHEET CD103
AREA 4
SHEET CD104
AREA 5
SHEET CD105
AREA 6
SHEET CD106
AREA 7
SHEET CD107
AREA 1
SHEET CD101
AREA 8
SHEET CD108
AREA 9
SHEET CD109
AutoCAD SHX Text
RECORD 10" "
AutoCAD SHX Text
BUILDING 6
AutoCAD SHX Text
BUILDING 5
AutoCAD SHX Text
BUILDING 4
AutoCAD SHX Text
BUILDING 1
AutoCAD SHX Text
BUILDING 2
AutoCAD SHX Text
TP
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10911278
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text No.
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text K
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text 06-15-2023
AutoCAD SHX Text
CIVIL SITE DEMOLITION PLAN - OVERALL
AutoCAD SHX Text
CD100
AutoCAD SHX Text
MDR
AutoCAD SHX Text
DLR
N
S
SAN:12" DIP
ST
M:10 " V
CP
STM:24" VCP
STM:24" VCP
SAN:12" DIP
STM:18" VCP
STM:24" VCP
SAN:8" PVC
SAN:12" DIP
SAN:18" VCP
SAN:10" RCP
D
D
D
D
D
EOI
S M
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
G A
CAPPED
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W
W
W W
W W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
C
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
PARK DRIVE
P A
R K
D R
IV
E
D
IX
R O
A D
VINE ROAD
E 38th STREET
S B
LA
IR
S T
R E
E T
G E
O R
G
IA
S T
R E
E T
E 38th STREET
PARK
DRIVE
STEAM
VAULT
STEAM VAULT
APPROXIMATE BOUNDARY LINE
APPROXIMATE BOUNDARY LINE
APPROXIMATE R/W
LP
LP
LP
E
LP
LP
CO
C
G
TP
TP
E
W
W W
LP
D
CB
CB
CB
D
CB
CB
CB
CB
CO
C
PED
C
PED
EB
C
PED
C
PED
W W
W
CS
W
MB
MB
W
MBMBMB
D
S
CB
CB
CB
DCBCB
CBCBCB
D
IP IP
SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM
W W
W W
W
W
W
W
W
W
W
W
GA
GA
GA
GA
GA
GA
GA
GA
G A
GA
G A
G A
GA
G A
GA
GA
GA
GA
G A
G A
S M
S M
S M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S T
S T
S T
ST
M
:8 " V
CP
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
D
ST
ST
STM:12" VCP
CB
CB
CB
CB
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CB
D
CB
ST
CB
ST
ST
STM:8" VCP
D
ST
ST
ST
ST
ST
ST
ST
ST
STM:12" HDPE
ST
CB
D
GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA GA
G A
G A
GA GA GA GA GA GA GA GA GA GA GA
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S S
SS
SS
CB
ST
STSTSTSTSTSTSTSTSTSTST
STM:15" RCP
CBSTSTSTSTSTSTSTSTSTST
STM:15" RCP
S T
S T
S T
ST
M:
" R
CP
CB
CBCBCB
S T
S
TST
M
:1 2"
R
CP
CBCB
ST ST ST ST
ST
ST
D
STM:12" VCP
D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTM:72" RCP D ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTM:72" RCP
SS SS SS SS SS SS SS SS
STM - 395019
STM - 395021
STM - 395018
STM - 395017
STM - 395016
STM - 395014
STM - 395013
STM - 395012
STM - 395011
STM - 395009
STM - 395010
STM - 395008
STM - 395020
SAN - 395004
STM - 395003
STM - 395005
SAN - 395002
STM - 390052
STM - 395001
STM - 395083
STM - 395087
STM - 395086
STM - 395085
STM - 395081
STM - 395079
STM - 395082
SAN - 395077
SAN - 395076
STM - 395075
STM - 395080
APPROXIMATE LOCATION
OF STORM MANHOLE PER
RECORD (NOT FOUND)
APPROXIMATE LOCATION OF STORM
MANHOLE PER RECORD (NOT FOUND)
836 840
837 838 839 841
BUILDING 93
1-CAR GARAGE
(BLDG. 34)
BUILDING 125
2-CAR GARAGE
(BLDG. 33)
BUILDING 33
QUARTERS DUPLEX
BUILDING 34
QUARTERS SINGLE
ST
ST
ST
'10'
22.9'
.2
20'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 87
SCALE: 1" = 30'
CIVIL SITE DEMOLITION PLAN - AREA 1 1
CD101
DEMO CONSTRUCTION NOTES
SITE LEGEND
SAWCUT AND REMOVE CONCRETE
PAVEMENT / SIDEWALK.
SAWCUT AND REMOVE ASPHALT
PAVEMENT INCLUDING STONE
BASE DOWN TO SUBGRADE.
REMOVE CONCRETE CURB
AND/OR GUTTER.
GENERAL DEMOLITION NOTES
1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.
2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH
CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.
3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE DAY OF
CONSTRUCTION.
4. PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND MARKING WORK WITH
COR.
5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST JOINT.
6. PORTECT ALL OTHER EXISTING…
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