GRC Pavement and Utility Demolition Phase 3 IFB Plans 9-23-26.pdf
PDF 6 MB Posted
- Attached to
- Resource Center Pavement and Utility Demolition
- Solicitation number
- HDR Project No 10435937-6
- Issued by
- Polk County, Iowa
About this file
This is a set of contract drawings prepared by HDR Engineering, Inc. for the Glenwood Resource Center Pavement and Utility Demolition Phase 3 Invitational for Bid (IFB) in Glenwood, Iowa. The project involves the demolition of existing pavement, existing utilities, and tree removals with crushing operations at the Glenwood Resource Center facility. The drawings are dated September 23, 2026, and include comprehensive utility and pavement demolition plans divided into eight detailed area maps, supplemented by general notes and legends that specify demolition requirements and methodologies for various utility systems including storm sewers, sanitary sewers, water lines, gas lines, fuel oil pipes, and communication systems.
The contract drawings detail specific demolition action items including the removal of storm sewer and sanitary sewer infrastructure, abandonment of water and fuel oil lines, removal of tunnels either in their entirety or partial removal with backfill, and plugging of gas lines. Contractor responsibilities outlined in the general notes include obtaining all required permits, coordinating with utility providers, conducting 811 utility locating notifications a minimum of three business days prior to excavation, managing erosion and sediment control measures, and properly disposing of demolition materials at approved facilities. The drawings identify approximately 24 inches nominal size concrete salvage materials to be processed and stockpiled for recycling into modified subbase material. Restricted areas are clearly marked throughout the site to prevent contractor access, and multiple trees are designated for protection during demolition activities. The project includes areas of archeological concern requiring special attention during construction sequencing.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| GRC_Pavement and Utility Demolition Phase 3 IFB Project Manual 9-23-26.pdf | ||
| General Conditions (EJCDC C-700-2018).html | HTML file | |
| Bid Bond Penal Sum Form (EJCDC C-430-2018).html | HTML file | |
| 1450843-event.pdf | ||
| Bid Form (EJCDC C-410-2018).html | HTML file | |
| Agreement (EJCDC C-520-2018).html | HTML file | |
| Bidding Documents.html | HTML file | |
| Bidder Status Form.html | HTML file | |
| Qualifications Statement (EJCDC C-451-2018).html | HTML file | |
| Supplementary Conditions (EJCDC C-800-2018).html | HTML file |
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Text version
C o n t r a c t D r a w i n g s F o r
EXISTING PAVEMENT DEMOLITION,
EXISTING UTILITIES DEMOLITION,
TREE REMOVALS AND CRUSHING
Project No. 10435937
GLENWOOD, IOWA
09-23-2026
HDR ENGINEERING, INC.
1917 S. 67TH STREET
OMAHA, NE 68106
(402) 399-1000
PROJECT LOCATION
VICINITY MAP
NO SCALE
DRAWING INDEX
G-000 COVER SHEET
G-001 GENERAL NOTES AND LEGEND
X-100 UTILITY DEMOLITION PLAN - OVERALL VIEW
X-101 UTILITY DEMOLITION PLAN - AREA 1
X-102 UTILITY DEMOLITION PLAN - AREA 2
X-103 UTILITY DEMOLITION PLAN - AREA 3
X-104 UTILITY DEMOLITION PLAN - AREA 4
X-105 UTILITY DEMOLITION PLAN - AREA 5
X-106 UTILITY DEMOLITION PLAN - AREA 6
X-107 UTILITY DEMOLITION PLAN - AREA 7
X-108 UTILITY DEMOLITION PLAN - AREA 8
X-109 PAVEMENT DEMOLITION PLAN - OVERALL VIEW
X-110 PAVEMENT DEMOLITION PLAN - AREA 1
X-111 PAVEMENT DEMOLITION PLAN - AREA 2
X-112 PAVEMENT DEMOLITION PLAN - AREA 3
X-113 PAVEMENT DEMOLITION PLAN - AREA 4
X-114 PAVEMENT DEMOLITION PLAN - AREA 5
X-115 PAVEMENT DEMOLITION PLAN - AREA 6
X-116 PAVEMENT DEMOLITION PLAN - AREA 7
X-117 PAVEMENT DEMOLITION PLAN - AREA 8
GLENWOOD
INGRUM AVE
HIGHWAY 34/275
IVES AVE
SOUTH LOCUST ST
GLENWOOD RESOURCE
CENTER DEMOLITION -
PHASE 3
CERTIFICATION
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR
UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF IOWA
CHRISTOPHER A. CAIN
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2026.
PAGES OR SHEETS COVERED BY THIS SEAL:
ALL SHEETS
9/23/2026
1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED
PERMITS PRIOR TO COMMENCING DEMOLITION.
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF
SOIL-DISTURBING ACTIVITIES.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES IN THE PROJECT AREA PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF BUSINESS 3 DAYS PRIOR
TO EXCAVATION.
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ANY IMPACTED PRIVATE UTILITY (GAS, POWER, CABLE, ETC.). NOTIFY THE ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICT WITH THE PROPOSED
DESIGN.
5. THERE MAY BE EXISTING UNMARKED UTILITIES PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS AND DETERMINING THE STATUS (I.E. ACTIVE OR INACTIVE) OF THESE UTILITIES TO THE MAXIMUM EXTENT POSSIBLE. SHOULD ANY UNMARKED UTILITIES BE DISCOVERED, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY BOTH THE ENGINEER AND UTILITY OWNER.
6. ALL MATERIAL GENERATED BY DEMOLITION, NOT SPECIFIED TO BE SALVAGED, SHALL BE HAULED FROM THE SITE AND LEGALLY DISPOSED OF AT AN APPROVED DISPOSAL FACILITY. IF ENVIRONMENTAL CONTAMINANTS ARE ENCOUNTERED DURING CONSTRUCTION, THE SOIL SHALL BE TESTED PRIOR TO DISPOSAL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. REFUSE MUST NOT BE LEFT ON THE
PROJECT SITE, ON ADJACENT PROPERTIES, OR BURIED IN EXCAVATIONS.
7. ITEMS TO BE SALVAGED SHALL INCLUDE CONCRETE DRIVES, SIDEWALKS, ROADWAY PAVEMENTS, CONCRETE INTAKE/MANHOLES STRUCTURES, CONCRETE PIPE, STREET LIGHT FOOTINGS, AND OTHER MISCELLANEOUS CONCRETE ITEMS THAT CAN BE RECYCLED AND PROCESSED INTO MODIFIED SUBBASE MATERIAL. THESE MATERIAL SHALL BE PROCESSED TO A NOMINAL SIZE OF 24-INCHES OR LESS PRIOR TO PLACING ON THE STOCKPILE.
CONTRACTOR SHALL STOCKPILE THESE MATERIALS AT THE DESIGNATED LOCATION ON THE DRAWINGS.
STOCKPILE AREAS WILL BE PREPARED BY OTHERS PRIOR TO THE START OF DEMOLITION WORK.
8. WHERE NOTED, ASPHALT AND CONCRETE DEMOLITION LIMITS THAT ARE ADJACENT TO EXISTING HARDSCAPE
SHALL BE DEFINED WITH A SAW CUT TO OBTAIN A CLEAN EDGE.
9. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL AND RELATED PERMITTING
DURING CONSTRUCTION, PER LOCAL AND STATE STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY ADJACENT CONCRETE, ASPHALT, FENCING, LANDSCAPING, OR OTHER EXISTING IMPROVEMENTS WITHIN DEMOLITION EXTENTS SHOWN ON PLAN.
11. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON ANY ITEMS NOTED TO BE SALVAGED.
12. THE CONTRACTOR SHALL FLAG OVERHEAD UTILITIES PRIOR TO MOBILIZATION IN ACCORDANCE WITH THE
UTILITY PROVIDER’S REQUIREMENTS.
13. THE CONTRACTOR SHALL STAKE ALL EXISTING ENVIRONMENTAL BUFFERS AND SETBACKS, AS NOTED ON THE
PLANS, PRIOR TO THE START OF WORK.
14. THE CONTRACTOR SHALL COORDINATE ALL RIGHT-OF-WAY IMPACTS WITH THE LOCAL JURISDICTION. THESE INCLUDE, BUT ARE NOT LIMITED TO, REDUCTION IN STREET LIGHTING, SIDEWALK ACCESS, AND LANE CLOSURES. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS IN ADVANCE OF THE IMPACT.
15. NO VEHICLES, EQUIPMENT, OR SOIL-DISTURBING ACTIVITIES ARE PERMITTED WITHIN ENVIRONMENTALLY
SENSITIVE AREAS OR THEIR BUFFERS.
16. ALL EXISTING SURVEY BACKGROUND (BUILDING/STRUCTURE, UTILITIES, AND PAVEMENT) AND SURFACE
ELEVATION INFORMATION HAS BEEN PROVIDED BY CARTER SURVEYING DATED 11/24/2025.
DEMOLITION NOTES
CONSTRUCTION SEQUENCE
1. OWNER SHALL OBTAIN ALL REQUIRED EROSION AND SEDIMENT CONTROL PERMITS BEFORE ANY LAND
DISTURBING ACTIVITIES OCCUR. CONTRACTOR SHALL MEET ALL PERMIT REQUIREMENTS ON-SITE
THROUGHOUT DEMOLITION.
2. SCHEDULE AND HOLD A PRE-CONSTRUCTION MEETING TO DISCUSS THE PROJECT AND THE EROSION AND SEDIMENT CONTROL MEASURES THAT WILL BE UTILIZED THROUGHOUT CONSTRUCTION. ATTENDEES SHALL
INCLUDE REPRESENTATIVES FROM THE CONTRACTOR, OWNER, AND ENGINEER.
3. PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY OTHERS PRIOR TO ANY
SOIL-DISTURBING ACTIVITIES.
4. SITE WORK SHALL BE SEQUENCED TO LIMIT SITE DISTURBANCE TO THE SMALLEST AREA POSSIBLE.
5. BEGIN DEMOLITION OF DESIGNATED UTILITIES AND PAVEMENTS.
6. CONTRACTOR TO NOTIFY ENGINEER AND OWNER'S REPRESENTATIVE AS DEMOLITION OF DESIGNATED ITEMS
ARE COMPLETED.
7. DEMOLITION EXTENTS SHALL BE STABILIZED BY OTHERS.
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILE NAME
SCALE
SHEET
DATE
C
A
1 3 4 5 6 7 8
C:
\P
W W
OR
KI
NG
\C
EN
TR
AL
\D
4\1
7-
G-
1.D W
G 9/2
3/2
6 4 :10
:24 P
M
C. CAIN
HDR ENGINEERING
1917 S. 67TH STREET
OMAHA, NE 68106
(402) 399-1000
GLENWOOD RESOURCE
CENTER
P. KUETER
10435937
CIVIL ENGINEER
G-001 10435937-00G-001.dwg
GENERAL NOTES AND LEGEND
NO SCALE
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE AND SWPPP CONTRACTOR PRIOR TO
STARTING WORK AND THROUGHOUT THE LIFE OF THE PROJECT TO MEET THE REQUIREMENTS OF THE SWPPP.
2. CONTRACTOR SHALL MAINTAIN GOOD HOUSE KEEPING MEASURES INCLUDING STREET SWEEPING.
3. A LOCATION HAS NOT BEEN DESIGNATED ON THE PLANS FOR EQUIPMENT, MATERIALS STORAGE AND STAGING AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY AND PROTECTION OF ALL STORED EQUIPMENT AND MATERIALS. TEMPORARY CONSTRUCTION FENCING FOR THE SECURITY OF THE STAGING / STORAGE AREA IS OPTIONAL FOR THE CONTRACTOR. THE STAGING / STORAGE AREA MUST BE RECLAIMED AT THE CONCLUSION
OF THE PROJECT.
4. AS DEMOLITION IS COMPLETED CONTRACTOR SHALL GRADE AREAS TO MAINTAIN DRAINAGE AND NOT CAUSE
PONDING WATER.
EXISTING UTILITY/CIVIL LINE SYMBOLOGY
FENCE - OTHER
CULVERT - CMP
UTILITY - COMMUNICATIONS
UTILITY - FIBER OPTIC
UTILITY - FUEL OIL SUPPLY
UTILITY - FIRE WATER
UTILITY - GAS
UTILITY - IRRIGATION
UTILITY - INDUSTRIAL WASTE WATER
UTILITY - WATER - NON POTABLE
UTILITY - OVERHEAD ELECTRIC
UTILITY - OVERHEAD FIBER OPTIC
UTILITY - OVERHEAD TELEPHONE
UTILITY - OVERHEAD CABLE TV
CULVERT - PVC
CULVERT - RCP
RIGHT OF WAY
UTILITY - STORM SEWER
UTILITY - SAN SEWER
UTILITY - ELECTRIC
UTILITY - TELE
UTILITY - CABLE TV
UTILITY - WATER
GUARDRAIL
PROPERTY LINE
EASEMENT
MAJOR CONTOUR
MINOR CONTOUR
W W
UGTV UGTV
UGT UGT
E E
SS SS
SD SD
RCP RCP
PVC PVC
OHTV OHTV
OHT OHT
OHF OHF
OHE OHE
NPW NPW
IW IW
IRR IRR
G G
FW FW
FOS FOS
FO FO
COM COM
CMP CMP
X X
UTILITY - FORCE MAIN FM FM
TREE LINE
LARGE PIPE
GLENWOOD RESOURCE
CENTER
09/23/2026 PHASE III DEMOLITION
DEMOLITION - DEMOLITION -
PHASE 2 PHASE 3
HVAC EQUIP
PARKING BLOCKS
60" PVC FENCE
42" CHAIN
LINK FENCE
PALY AREA
W
ITH 6X6 EDGE
BASKETBALL
COURT
PLAYGROUND
BUS SHELTER
GAS VALVE
ENCLOSED STRUCTURE
PCC RETAIING WALL
WITH RAILING
PCC RETAINING WALL
WITH RAILING
72" PVC FENCE AROUND
HVAC EQUIPMENT
TUNNEL
VENT
PCC DRAINAGE
SWALE
BLOCK LANDSCAPE
WALL
RAISED PLANTER
BEDS
ELEVATED 10"
STEEL PIPE
SCALE
DIRECTION
SIGN
WATER TOWER AREA - NO ENTRY
108" CHAIN LINK FENCE WITH BARBED
WIRE STRANDS
AIR FILTRATION
UNIT
UNDER DRAIN
METAL BEAM
GUARD RAIL
WOOD TRELLIS
ELECTRIC
VAULT
HMA CURB
60" CHAIN LINK FENCE
WITH HVAC BEHIND
BASEMENT ACCESS
GG
G
G
ELEVATED WALKWAY
(TERMINATES WITH RAILING)
G
G
RECESSED AREA
BEHIND RETAINING WALL
H
H
H
H
H
BASEMENT ACCESS
G
G
BASEMENT ACCESS
SHED
DECK
BASEMENT
ACCESS
G
UNDERGROUND
STRUCTURE WITH
ROOF VENTS
H
G
G
G
OPEN FACE
TO EAST
SHED
H
FRAMED STORAGE SHED
WOOD PRIVACY FENCE
CARPORT
SHED
OVERHEAD DOOR
ACCESS
FLOW METERING
BUILDING
H
H
HH
H
SHED
PCC SUPPORTS FOR
PROPANE TANK (TANK
REMOVED)
STAIRS TO TOP OF
FUEL TANKS
H
STAND-BY GENERATOR
CHILLERS ON
ELEVATED PLATFORM
RETAINING WALL
WITH 44" ACCESS DOOR
UNKNOWN
STRUCTURE/VENT
H
RETAINING WALL/FACE
OF CHILLER FACILITY
H
STAIR TOWER
TO DOOR G
G
G
G
G
H
H
H
H H
H
H
H
H G
G G
G
G
G
H
H
H
H
H
H
H
H H
G H
G
G
G
G
G G
G
ELEVATED RAMP
WITH DRAINAGE
CHANNEL BELOW
ELEVATED
WALKWAY
ELEVATED
WALKWAY
G
H
H
G
G
G
G
G
H
H
H
H
G
H G
G
G
H
H
H
RAMP
RAMP
RAMP
ACCESS HATCH
UNDER LARGE
PLANTER
G
G
H
RAMP
RAMP
G
G
RAMP
WOOD LANDSCAPE EDGER
PLAYGROUND
(RUBBER
MULCH)
PLAY FEATURE
HVAC UNIT
STAIRS
H
RAMP
H H
DOCK
H
H
H
HH
DOCK
H
H
SHED
OVERHEAD
FILLING BASIN
H
H
G
H H
G
G
G
RAMP
H
H
H
H
H
ELEVATED DOCK
RISING DOCK
MECHANISM
H
ENCLOSED RAMP
SHELTER
SHELTER
SHELTER
BASKETBALL COURT
HOOP
H
BUS SHELTER
"SNACK SHACK"
H
H
H
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
H
H
15" PCC HEADWALL
AND PCC APRON
FLOW METER
BUILDING
48" CHAIN
LINK FENCE
48" CHAIN
LINK FENCE
H
H
H
H
H
WOOD
TRELLIS
SHELTER
SHELTER
SHELTER
OXYGEN TRANSFER
STATION
SHELTER
J
J
J
J
J
J
J
J
J
J
J J
J
J
J
J
J
J
J
J
J J
J
J
SHELTERSHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
J
J
J
J
J
J
J
J
J J
J
J
J
J
J
J
J
J
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
SHELTER
H
G
G
H
LIMITS OF UNDERGROUND
BUILDING ARE ASSUMED
DOCK
SHED
BALL FIELD
BACKSTOP FENCE
SOCCER GOAL
SOCCER GOAL
SOCCER GOAL
SOCCER GOAL
RIP-RAP
VENT
RAISED STRUCTURE
RAISED STRUCTURE
H
NO ACCESS TO
COURTYARD
J
POLE-MOUNTED
SIREN
TRAIL WITH INTERMITTENT
HMA SURFACING
TRAIL WITH INTERMITTENT
HMA SURFACING
H
TUNNEL
TUNNEL
PILES OF DEAD TREES
AND BRUSH
J
J
J
J
JJ
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J J
J
J
J
J
J
J J J
J
BASKETBALL
HOOP
BASKETBALL
HOOP
36" DOOR
EL=1107.31+
6" ROOF
DRAIN OUTLET
36" DOOR
EL=1107.36+
TOP LANDING=1113.74+
72" DOOR
EL=1108.39+
44" DOOR
EL=1108.51+
44" DOOR
EL=1111.47+
44" DOOR
EL=1111.72+
44" DOOR
EL=1111.74+
44" DOOR
EL=1110.27+
OVERHEAD DOOR
EL=1110.75+
OVERHEAD DOOR
EL=1110.78+
OVERHEAD DOOR
EL=1110.84+
36" DOOR
EL=1110.86+
BENCH
BENCH
TOP LANDING=1122.95+
MONUMENT
SIGN
GAS VALVE
" D
OO
R
EL
=1
0.8
4+
" D
OO
R
EL
=1
1.8
6+
44" DOOR
EL=1117.46+
44" DOOR
EL=1119.02+
44" DOOR
EL=1109.86+
36" DOOR
EL=1109.82+
44" DOOR
EL=1109.76+
OV
ER
HE
AD
D
OO
R
EL
=1
9.5 7+
" D
OO
R
EL
=1
9.6
6+
" D
OO
R
EL
=1
9.6
6+
36" DOOR
EL=1109.67+
FD
C
42" DOOR
EL=1115.22+
CONCRETE
PLANTER/BENCH (X4)
" D
OO
R
EL
=1
4.3
4+
SUMP PIT
FDC
SIDEWALK
UNDERDRAIN
" D
OO
R
EL
=1
0.7
0+
44"
DOOR
ELE
V=11
18.
18 +
36" DOOR
ELEV=1107.94+
CLEANOUT
36" DOOR
ELEV=1107.92+
44" DOOR
ELEV=1107.94+
PCC RING
AROUND TREE
BLOCK RETAINING
WALL AROUND TREE
OV
ER
HE
AD
D
OO
R
EL
EV
=1
7.4
9+
" D
OO
R
EL
=1
7.7
7+
" D
OO
R
EL
=1
7.4
6+
" D
OO
R
EL
=1
8.6
6+
FD
C
" D
OO
R
EL
=1
8.7
9+
" D
OO
R
EL
=1
7.0
8+
OV
ER
HE
AD
D
OO
R
EL
=1
7.1 0+
" D
OO
R
EL
=1
1.3
6+
ANTENNA TOWER
" D
OO
R
EL
=1
1.0
5+
OV
ER
HE
AD
D
OO
R
EL
=1
4.8 2+
FD
C
20" PCC
COLUMN BASE (X3)
OV
ER
HE
AD
D
OO
R
EL
EV
=1
1.1
4 +
" D
OO
R
EL
EV
=1
1.1 5 +
OVERHEAD DOOR
ELEV=1140.71+
SLIDING DOOR
ELEV=1140.81+
FDC
SHELTER ON PCC PAD
CEMETERY PLOT MAP IN KIOSK
ON PCC PAD
PORCH
DECK
STRUCTURE
UNABLE TO OPEN
COM
COM COM
COM
COM
COM
COM
COM
COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
C W
R C
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CWR
CWR
CWS
CWS
CWS
CWS
C W
S
CWR
CWR
C W
R
CC
TV
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C C
TV
-E
M
CCTV-EM
CCTV
-E
M
CCTV-EM
CCTV-EM
CCTV-EM
CCTV
-E
M
C C
TV-EM
CCTV-EM
CCTV-EM
C C
TV-EM
C C
TV-EM
CCTV-EM
CCTV-EM
CCTV-EM
CCTV-EM
CCTV-EM
C C
TV-EM
CCTV-EM
CCTV-EM
CCTV-EMCCTV-EM
CC
TV
-E M
CCTV-EM
CCTV-EM
CCTV-EM
C C
TV-EM
CCTV-EM
CCTV-EM
CCTV-EM
CCTV-EM
CCTV-EM
C C
TV-EM
CCTV-EM
CCTV-EM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
C O
M
COM
CO
M
COM
COM
COM
COM
COM
COMCO
M
CO
M
CO
M
CO
M
COM COM COM
COM COM COM
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COM COM COM
COM
COM
COM
UGE
UGE
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UGE
UGE
UGE
UGE
UGE
UGE UGE UGE
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E
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UGE
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FOS FOS FOS FOS
FOS
FOS
FO
S
FOR
FOR
FOR
FOS
FOS
FOR
FOS
FOR
FO
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FO
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UGF
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UGF UGF
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UGF
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UGF
UGF
UGF
UGF
UGF
U G
F
UGF
UGF
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UGF
UGF
U G
F
UGF
UGF
UGF
UG
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UGF
UGF
UGF
U G
F U
G F
SAN MH
RIM=1016.10
8" CLAY SE/N=1010.10
4X4 RCBC
FL NW=1010.64
FL SE=1015.58
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
WORKED WITH CITY -
UNABLE TO LOCATE MH
FLOW METERING
WEIR
FL 8" PVC=1018.33
SAN MH
RIM=1028.51
FL 8" PVC NW/SW=1019.25
SAN MH
RIM=1038.31
FL 8" PVC NE=1028.31
FL 8" CLAY SE=1028.51
STORM INTAKE
RIM=1034.28
FL 12" NE=1031.18
STORM MH
RIM=1051.45
CURB INLET=1050.55
FL 15" RCP N/S=1047.30
STORM MH
RIM=1052.53
CURB INLET=1051.59
FL 15" RCP NE=1048.38
SAN MH
RIM=1051.84
FL 8" PVC E=1042.32
FL 8" CLAY NW=1043.29
SAN MH
RIM=1057.52
FL 8" PVC SW/SE=1048.96
SAN MH
RIM=1065.57
FL 8" PVC SE=1057.47
FL 8" PVC NW=1057.42
SAN MH
RIM=1069.31
FL 10" STEEL NE=1060.29
FL 8" PVC SE=1060.23
FL 8" PVC NW=1060.19
SAN MH
RIM=1074.48
FL 8" CLAY SW=1063.56
FL 8" CLAY NE/SE=1063.48
FL 8" CLAY NW=1063.43
15" RCP
FL=1062.43
STORM MH
RIM=1159.00
CURB INLET=1158.10
FL 15" RCP S=1155.40
STORM MH
RIM=1159.03
CURB INLET=1157.91
FL 15" RCP N=1155.38
FL 18" RCP W=1154.48
STORM MH
RIM=1149.41
CURB INLET=1148.43
FL 15" RCP S=1145.76
STORM MH
RIM=1149.37
CURB INLET=1148.35
FL 15" RCP N=1145.27
FL 18" RCP E=1145.22
FL 24" RCP W=1145.12
STORM MH
RIM=1142.67
CURB INLET=1141.71
FL 15" RCP S=1139.07
FL 8" N=1140.62
STORM MH
RIM=1142.77
CURB INLET=1141.79
FL 36" RCP S=1137.79
FL 24" RCP E=1137.87
FL 15" RCP W=1138.27
FL 15" RCP N=1138.37
STORM MH
RIM=1142.66
CURB INLET=1141.74
15" RCP S=1139.41
8" PVC N=1139.96
STORM MH
RIM=1142.68
CURB INLET=1141.73
FL 15" RCP N=1139.28
FL 15" RCP E=1139.13
STORM MH
RIM=1125.71
12" CMPE=1122.11
36" RCP N=1120.71
36" CMP W=1120.71
12" CMP
FL=1123.10
36" CMP
FL=1119.75
SD
SD
SD
12" RCP
FL W=1150.04
FL E=1149.87
STORM MH
RIM=1150.43
CURB INLET =1149.86
FL 15" RCP N=1146.78
STORM MH
RIM=1128.66
CURB INLET=1127.73
FL 15" RCP S=1125.66
15" STEEL NE=1125.66
STORM MH
RIM=1128.23
CURB INLET=1127.80
FL 15" RCP N=1123.43
FL 15" RCP S=1123.03
STORM INTAKE
RIM=1129.96
FL 12" RCP SE=1126.44
STORM INTAKE
RIM=1129.82
FL 12" RCP NW=1126.02
15" RCP
FL =1113.76
18" CMP
FL N=1110.04
FL S=1101.33
STORM MH
RIM=1139.05
CURB INLET=1138.10
FL 15" RCP S=1134.35
FL 15" RCP N=1133.60
STORM INTAKE
RIM=1139.08
FL 15" RCP N=1134.93
24" CMP
FL=1132.16
STORM INTAKE
RIM=1148.54
FL 6" PVC SE=1147.71
OUTLET DIRECTION UNKNOWN
STORM MH
RIM=1144.86
CURB INLET=1143.99
FL 15" RCP W=1140.06
STORM MH
RIM=1143.56
CURB INLET=1142.56
FL 15" RCP E=1138.36
FL 15" RCP NW=1138.36
STORM INTAKE
RIM=1128.89
FL 8" W=1127.57
FL 6" E=1127.57
DIRECTION OF PIPES UNKNOWN
SS
SAN MH
RIM=1147.54
FL 8" CLAY W=1129.38
FL 8" CLAY E=1129.65
FL 8" CLAY N=1129.38
FL 8" CLAY E=1141.09
SAN MH
RIM=1124.92
FL 8" CLAY SE=1114.25
FL 8" CLAY NW=1114.42
FL 6" CLAY NE/SW=1114.47
STORM INTAKE
RIM=1152.49
FL 18" RCP NW=1149.99
SAN MH
RIM=1091.23
FL 8" CLAY NW=1080.33
FL 8" CLAY NE=1080.58
FL 8" CLAY SE=1080.36
SAN MH
RIM=1092.56
FL 6" CLAY NW=1083.06
FL 8" CLAY SW=1081.96
FL 8" CLAY NE=1082.26
SAN MH
RIM=1089.49
LID SEIZED
SAN MH
RIM=1108.11
FL 8" CLAY NW=1097.45
8" CLAY NE/SE/NW IS PLUGGED
SS
ALIGNMENT
ASSUMED
SAN MH
RIM=1117.12
FL 10" PVC NW=1107.74
FL 8" CLAY NE=1107.85
SS
SS
SS
SS SS
SS
SS
SS
SS
SAN SWR FROM
HERE TO EAST FROM
MAPPING
SS
SS
SS
SS
SAN SWR
TO NE FROM
MAPPING
SAN MH
RIM=1139.83
FL 8" CLAY E=1127.91
FL 8" CLAY N=1127.60
SAN MH
RIM=1139.21
FL 8" CLAY S/W/NE=1127.25SS
SAN MH
RIM=1138.90
6" CLAY S=1130.20
8" CLAY E/W=1126.10SSSAN MH
RIM=1132.01
FL 8" CLAY E/W=1123.26
FL 6" CLAY N=1123.41
SAN MH
RIM=1128.43
FL 6" PVC S=1122.28
FL 8" CLAY E=1121.25
FL 8" CLAY NW=1121.08
BRICK STRUCTURE
-APPEARS ABANDONED
SS
SS
SS
SAN MH
RIM=1109.33
FL 10" CLAY S/NW=1099.03
SS
SAN MH
RIM=1052.99
FL 12" PVC E/SW=1049.19
SS
SS
SAN MH
RIM=999.33
FL 12" CLAY E=994.53
FL 15" CLAY W=992.83
SAN MH
STRUCTURE IS OFFSET,
UNABLE TO SEE PIPES
SAN MH
RIM=1037.81
FL 8" CLAY NE=1028.61
FL 8" CLAY N=1028.36
8" SW IS PLUGGED
SS
SAN MH
RIM=1050.61
FL 12" PVC NE/SW=1043.71
SAN MH
RIM=1055.50
FL 8" STEEL NE/SW=1050.05
(8" STEEL CONTINUOUS THRU MH)
8" STEEL SW=1048.75
SAN MH
RIM=1054.87
FL 8" PVC NE/SW=1040.47 (SW PLUGGED)
FL 8" PVC SW=1040.42
SSPL
UG
GE
D
SAN MH
RIM=1041.27
FL SE/N/NW=1035.37 (APPROX,
PIPES ARE MOSTLY COVERED)
FLOW METERING STRUCTURE
FL 8" PVC=1035.51
SS
FLOW METERING
STRUCTURE
RIM=1037.05
FL=1031.75
SAN MH
RIM=1036.49
FL 8" CLAY SE/NE=1028.99
ABANDONED
ABANDONED
SS
SS
SAN MH
RIM=1054.26
FL CLAY SW/NW=1037.76
SAN MH
RIM=1052.04
FL 8" CLAY NE=1046.54
FL 6" CLAY SW=1048.24
SAN MH
RIM=1068.34
FL 6" CLAY NE/SW=1051.84
SAN MH
RIM=1090.46
FL 6" CLAY SE/NE=1073.96
SS
SS
SAN MH
RIM=1066.70
FL 8" CLAY NW=1048.70
FL 8" CLAY E=1057.50
FL 8" CLAY S=COULD NOT SEE
SAN MH
RIM=1070.69
FL 8" CLAY W/NE=1061.89
SAN MH
RIM=1092.15
FL 6" CLAY E/W=1077.80
FL 6" CLAY NE=1083.35
FL 6" CLAY NE=1085.15
SS
SS
SS
DESTINATION UNKNOWN
SAN MH
RIM=1114.55
FL 6" CLAY S/NE=1108.93
SAN MH
RIM=1109.25
FL 6" CLAY SW/NE=1103.95
SAN MH
RIM=1101.07
FL 8" CLAY N-S=1094.82
FL 6" CLAY SW=1095.02
SAN MH
RIM=1096.79
FL 8" CLAY S=1091.59
FL 8" CLAY N=1067.39
SAN METERING MH
RIM=1027.54
FL=1018.84
ABANDONED
SAN MH
RIM=1108.14
FL 8" CLAY NE/SE/E/SW=1098.44
FL 3" PVC NW=1105.34
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
MAPPING PROVIDED BY GRC
INDICATES THAT THIS SANITARY SEWER
FOLLOWS THE ALIGNMENT OF THE STREET.
THIS MAPPING SHOWS SUCH BUT HAS NOT
BEEN VERIFIED
MAPPING PROVIDED BY GRC
INDICATES THAT THIS SANITARY SEWER
FOLLOWS THE ALIGNMENT OF THE STREET.
THIS MAPPING SHOWS SUCH BUT HAS NOT
BEEN VERIFIED
SS
SS
THIS SEGMENT ASSUMED - DID
NOT SEE CONNECTION AT MH TO NE
SAN MH
RIM=1118.06
FL 8" CLAY N/W=11104.56
FL 8" CLAY SE=1109.86
8" PVC
FL=1021.32
24" CMP
FL=1020.39
EVIDENCE OF PIPE END
-UNABLE TO VERIFY
12" STEEL
FL=1050.16
FOUND 15" RCP EXTENDING E FROM
MANHOLE - CANNOT LOCATE EAST END
STORM MH
RIM=1055.84
CURB INLET=1055.07
FL 15" RCP S=1050.14
FL 36" RCP NE=1050.04
FL 36" RCP NW=1048.84
36" CMP
FL=1022.40
STORM MH
RIM=1063.44
CURB INLET=1062.61
FL 15" RCP N=1059.89
STORM MH
RIM=1063.56
CURB INLET=1062.49
FL 36" RCP E/W=1063.56
FL 15" RCP SW=1059.66SD
SD
STORM INTAKE
RIM=1071.78
FL 15" RCP SW/SE=1067.53
SD
STORM INTAKE
RIM=1071.28
FL 12" RCP NW=1069.18
STORM MH
RIM=1069.98
FL 36" RCP W=1065.18
FL 30" RCP SW=1065.18
STORM MH
RIM=1070.32
CURB INLET=1069.34
FL 30" RCP N=1065.77
FL 30" RCP SE=1066.42
STORM MH
RIM=1076.12
CURB INLET=1075.16
FL 30" RCP NW=1071.02
FL 24" RCP SE=1071.07
FL 15" RCP NE=1071.62
STORM MH
RIM=1076.20
CURB INLET=1075.29
FL 15" RCP SE=1072.60
FL 15" RCP SW=1072.30
STORM MH
RIM=1069.64
CURB INLET=1068.71
FL 36" RCP NW/SE=1064.19
FL 15" RCP NE=1064.94
STORM MH
RIM=1081.08
CURB INLET=1080.10
FL 15" RCP NW/NE=1073.1
SD
SD
SD
SD
STORM INTAKE
RIM=1082.16
FL 15" RCP SW/SE=1077.34
STORM INTAKE
RIM=1103.29
FL 6" STEEL NW=1101.64
FL 4" STEEL SE=1101.64
DOWNSPOUT CONNECTION
4" PVC
24" CMP
FL N=1087.90
FL S=1091.53
4" STEEL
TERMINATION UNKNOWN
STORM INTAKE
RIM=1109.86
FL 4" STEEL NW/SE=1108.25
FL 4" PVC SE=1108.25
STORM INTAKE
RIM=1090.77
FL 4" STEEL SE=1088.85
FL 12" RCP NW=1086.47
STORM INTAKE
RIM=1088.68
FL 12" RCP NW/SE=1084.67
AVAILABLE MAPPING INDICATES
THIS STORM SEWER MAY FOLLOW
THE ALIGNMENT OF THE STREET. STORM
SEWER IS DRAWN FROM MH TO MH - VERIFY
PROPER ALIGNMENT
SD
STORM MH
RIM=1089.76
CURB INLET=1088.71
FL 15" RCP NE=1085.66
FL 24" RCP NW/SW=1085.01
STORM MH
RIM=1089.65
CURB INLET=1088.70
FL 15" RCP SE=1086.65
FL 15" RCP SW=1085.65
SD
CURB INTAKE
RIM=1104.33
FL 15" RCP SW=1101.12
SD
STORM MH
RIM=1112.80
CURB INLET=1111.83
FL 15" RCP SW=1107.76
SD
STORM INTAKE
RIM=1110.86
CURB INLET=1109.90
FL 15" RCP NE/SW=1105.86
FL 6" PVC S=1108.06
STORM INTAKE
RIM=1107.15
CURB INLET=1106.45
FL 15" RCP NW/SE=1103.60
FL 6" PVC DRAIN TILE SE=1104.60
STORM MH
RIM=1107.12
CURB INLET=1106.29
FL 24" RCP SE/NW=1103.12
FL 15" RCP NE=1103.32
SD
STORM MH
RIM=1122.10
CURB INLET=1121.05
FL 15" RCP NE=1116.90
FL 15" RCP SE=1116.70
FL 15" RCP NW=1116.70
STORM MH
RIM=1122.01
CURB INLET=1121.05
FL 15" RCP SW=1117.09
SD
SAN MH
RIM=1109.81
FL 8" CLAY NW/SE=1101.21
SAN MH
RIM=1116.81
FL 8" CLAY NW/SE=1104.31
STORM MH
RIM=1116.54
CURB INLET=1115.69
FL 12" RCP W=1113.34
STORM INTAKE
RIM=1120.41
FL 15" RCP S=1114.31
FL 8" PVC W=1116.11
ROOF DRAIN
OUTLET
STORM INLET
RIM=1117.05
FL 3" PVC S=1114.45
FL 4" STEEL N=1114.40
FL 15" RCP N/S=1114.27
STORM INTAKE
RIM=1117.24
FL 15" RCP N/SW=1113.94
STORM MH
RIM=1116.26
FL 8" CLAY S=1112.51
FL 3" PVC NE=1114.01
FL 8" CPP W=1117.76
FL 6" CPP W=1110.91
FL 15" RCP NE=1110.96
ASSUMED TO JOG
AROUND TUNNEL
STORM MH
RIM=1116.66
CURB INLET=1115.83
FL 15" RCP SW=1113.91
STORM MH
RIM=1116.31
CURB INLET=1115.90
FL 15" RCP NE=1113.61
FL 6" PVC SW=1113.61
STORM MH
RIM=1100.02
FL 12" RCP NE=1098.42
FL 8" PVC W=1096.32
SD
STORM MH
RIM=1079.32
FL 8" PVC E=1074.87
FL 15" RCP S=1074.77
FL 12" CPP W=1074.77
SD
STORM INTAKE
RIM=1115.50
FULL OF WATER
STORM MH
RIM=1128.07
FL 15" RCP S=1112.22
FL 8" CLAY SW=1111.95
FL 15" RCP NW=1111.95
STORM MH
RIM=1085.32
FL 15" RCP N/SE=1076.37
STORM MH
RIM=1128.11
FL 15" RCP N=1113.21
FL 8" CLAY W=1117.56
FL 10" CPP S=1116.56
STORM MH
RIM=1121.82
CURB INLET=1121.11
FL 6" STEEL E=1119.47
STORM MH
RIM=1121.88
CURB INLET=1121.05
FL 6" STEEL W=1118.63
FL 12" RCP E=1118.63
SD
STORM MH
RIM=1110.40
CURB INLET=1109.55
FL 12" RCP W=1108.25
FL 8" CLAY N=1108.33
FL 15" RCP E=1107.95
STORM MH
RIM=1110.32
CURB INLET=1109.50
FL 15" RCP W=1105.57
FL 12" HDPE E=1105.52
STORM INTAKE
RIM=1082.41
FL 8" PVC N=1079.91
FL 12" HDPE W=1079.56
FL 18" HDPE S=1078.71
SD
SD
18" HDPE
FL=1060.35
23" STEEL PIPE
FL NW=1055.73
FL SE=1054.25
12" CMP
FL=1048.12
12" CMP
FL=1069.73
15" CMP
FL=1057.53
15" CMP WITH 21" VERTICAL CMP RISER
TOP OF 21" RISER (OVERFLOW)=1065.12
FL 15" CMP=1057.97
STORM INTAKE
RIM=1097.50
FL 8" PVC E=1096.00
FL 8" PVC S=1095.90
FL 8" PVC W=1095.75
SD
STORM MH
RIM=1121.39
CURB INLET=1120.72
FL 15" RCP E=1117.09
DESTINATION
UNKNOWN
STORM MH
RIM=1121.43
CURB INLET=1120.70
FL 24" RCP N=1118.08
FL 15" RCP SE=1116.80
FL 15" RCP W=1116.88
SD
CONNECTION AND LOCATION
OF 15" RCP AND 8" PVC
IS ASSUMED
STORM INTAKE
RIM=1120.01
FL 8" HDPE E=1113.51
FL 6" HDPE SW=1116.21
FL 6" HDPE W=1116.91
FL 8" CPP N=1115.11
FL 12" PVC NW=1112.99
ROOF DRAIN
OUTLET
TO TUNNEL
(ASSUMED)
STORM INTAKE
RIM=1118.62
FL 12" NW=1114.72
FL 12" STEEL S=1114.90
UNABLE TO
VERIFY OUTLET
12" PVC
FL=1106.43
STORM MH
RIM=1116.72
8" CLAY NE
15" RCP E
LID SEIZED (SLOTTED)
STORM MH
RIM=1115.40
FL 15" RCP NE=1107.70
FL 18" RCP SW=1107.70
STORM MH
RIM=1109.07
CURB INLET=1108.29
FL 15" RCP NE=1104.67
FL 15" RCP SW=1103.82
15" RCP IS REDUCED TO
8" PVC AT MANHOLE
STORM MH
RIM=1108.98
CURB INLET=1108.18
FL 15" RCP NE/SW=1103.4815" RCP
FL=1102.60
18" CMP
FL=1074.28
STORM MH
RIM=1093.24
CURB INLET=1092.42
FL 15" RCP NE/SW=1084.24
(MH HAS PVC CONDUIT ROUTED THRU)
STORM MH
RIM=1093.19
CURB INLET=1092.31
FL 15" RCP SW=1088.49
(MH HAS PVC CONDUIT ROUTED THRU)
STORM MH
RIM=1080.83
CURB INLET=1080.12
FL 15" RCP E=1076.43
STORM MH
RIM=1080.99
CURB INLET=1080.21
FL 15" RCP W/N=1076.29
SD
STORM MH
RIM=1051.38
CURB INLET=1050.64
FL 12" RCP E=1047.98
STORM MH
RIM=1051.84
CURB INLET=1050.99
FL 12" RCP W=1047.94
FL 15" RCP S/E=1047.94
15" RCP
FL=1047.24 STORM MH
RIM=1054.08
CURB INLET=1053.16
FL 12" RCP NW=1050.08
STORM MH
RIM=1053.61
CURB INLET=1052.71
FL 12" RCP NW/SE=1049.76
STORM INTAKE
RIM=1046.35
FL 18" RCP NW=1044.10
FL 12" RCP SE=1044.10
STORM MH
RIM=1041.94
FL 18" RCP SE=1037.49
FL 15" RCP NW=1025.39
FL 10" SE=1025.58
SD
SD
FACILITY MAPPING SHOWS
THIS JUNCTION BOX - UNABLE
TO VERIFY EXISTENCE/LOCATION
OF BOX
12" CLAY
FL=1040.65
6" PVC
FL=1040.80
DESTINATION
UNKNOWN
STORM INTAKE
RIM=1016.43
FL 24" CMP NW/SE=1013.88
4X4 RCBC
FL NW=1002.50
FL SE=1013.88
LOCATION OF TRANSITION
FROM CMP TO RCBC UNKNOWN
STORM MH
RIM=1027.67
FL 24" CMP SE=1024.47
FL 24" CMP NW=1021.72
STORM MH
RIM=1038.26
CURB INLET=1037.29
FL 15" RCP NW=1033.06
STORM MH
RIM=1037.46
CURB INLET=1036.57
FL 15" RCP S=1031.96
FL 18" RCP N=1031.06
SD
STORM MH
RIM=1024.79
CURB INLET=1024.09
FL 15" RCP SE=1020.89
STORM MH
RIM=1024.96
CURB INLET=1024.08
FL 15" RCP NE=1020.20
FL 15" RCP NW=1021.25
ALIGNMENT
AND CONNECTION
POINT ASSUMED
15" RCP
FL=1032.27
STORM MH
RIM=1034.79
CURB INLET=1033.76
FL 15" RCP NW=1030.79
FL 15" RCP SE=1030.79
FL 6" CMP NE=1031.79
STORM MH
RIM=1034.63
CURB INLET=1033.83
FL 6" CMP SE=1031.93
FL 15" RCP SW=1029.33
FL 15" RCP NW=1029.83
SD
COULD NOT
IDENTIFY
POINT OF
CONNECTION
15" CMP
FL=1043.08
STORM MH
RIM=1054.65
CURB INLET=1053.77
FL 15" RCP NW/SE=1049.05
FL 6" CMP NW=1031.73
FL 4" CMP SW=1031.03 STORM MH
RIM=1054.71
CURB INLET=1054.23
FL 6" CMP SE=1051.86
FL 15" RCP NE=1051.71
FL 15" RCP NW=1050.06
SD
STORM MH
RIM=1059.73
FL 15" RCP NE=1055.68
FL 15" RCP SW=1055.48
STORM MH
RIM=1068.54
FL 15" RCP NE=1064.82
FL 15" RCP SW=1064.72
FL 15" CMP SE=1064.99
STORM INTAKE
RIM=1097.75
FL 8" PVC W=1094.25
8" PVC
FL=1056.14
STORM INTAKE
RIM=1098.88
FL 15" CMP NW=1095.78
STORM MH
RIM=1072.89
CURB INLET=1072.05
FL 6" CMP NE=1069.74
FL 15" RCP SE=1068.69
STORM MH
RIM=1073.34
CURB INLET=1072.36
FL 15" RCP NW=1068.89
FL 15" RCP SW=1068.79
FL 6" CMP NE=1070.04
8" HDPE EXTENDS
SOUTH - DESTINATION
UNKNOWN
FL=1088.98
TWIN 12" CMP
FL=1080.51
STORM MH
RIM=1080.03
CURB INLET=1079.25
FL 15" RCP N=1075.48
FL TWIN HDPE S=1075.48
FL 4" CMP SE=1078.18
STORM MH
RIM=1079.85
CURB INLET=1079.13
FL 15" RCP S=1074.25
FL 15" HDPE N=1072.75
STORM MH
RIM=1096.04
CURB INLET=1095.26
FL 15" RCP E=1091.48
STORM MH
RIM=1095.37
CURB INLET=1094.73
FL 15" RCP W=1090.07
FL 18" RCP S=1090.07
FL 18" HDPE E=1090.07
18" HDPE
FL=1052.29
SD
24" CMP
FL=1061.54
STORM INTAKE
RIM=1102.62
FL 12" RCP E=1098.72 STORM INTAKE
RIM=1101.75
FL 12" CMP S=1095.13
FL 12" RCP W=1094.15
FL 18" CMP N=1094.55
FL 12" CMP N=1095.65
NOT VERIFIED
STORM INTAKE
RIM=1099.64
FL 6" PVC SE=1097.34
STORM MH
RIM=1110.01
LID SEIZED
18" RCP N/S ASSUMED
SD
STORM MH
RIM=1113.61
FL 6" PVC S=1109.06
FL 18" RCP N=1106.41
FL 15" RCP W=1108.51
STORM INTAKE
RIM=1081.26
FULL OF DEBRIS
STORM INTAKE
RIM=1081.56
FL 6" PVC E=1079.06 STORM MH
RIM=1096.94
CURB INLET=1096.00
FL 15" RCP NW/SE=1092.69
STORM INTAKE
RIM=1074.45
FL 4" PVC W=1070.95
FL 12" CMP E=1070.55
12" CMP
FL=1053.39 STORM INTAKE
RIM=1045.74
FL 12" CMP NW=1042.79
12" CMP
FL=1034.76
8" CMP IN PCC HEADWALL
FL =1065.79
STORM INTAKE
RIM=1049.24
FL 8" CMP SE=1048.24
12" CMP IN PCC HEADWALL
FL W=1098.43
STORM INTAKE
RIM=1068.74
FL 12" CMP E=1065.59
STORM MH
RIM=1055.80
CURB INLET=1055.13
FL 15" RCP N=1051.25
FL 6" CMP E=1052.80
36" CMP
FL=1028.14
ALIGNMENT
ASSUMED
6" STEEL
FL=1100.01
DESTINATION UNKNOWN
STORM INTAKE
RIM=1091.62
FL 15" HDPE NE=1087.77
FL HDPE NW=1088.42
15" HDPE
FL=1051.99
SD
SD SD
SD
SD
SD
SD
SD
SDSTORM MH
RIM=1106.04
CURB INLET=1105.10
18" RCP S=1102.24
STORM MH
RIM=1090.64
CURB INLET=1089.65
FL 18" RCP N/S=1085.52
STORM MH
RIM=1084.45
CURB INLET=1084.40
FL 18" RCP N/S/W=1078.65
18" RCP
FL=1074.98
STORM MH
RIM=1092.21
CURB INLET=1091.20
FL 18" RCP N/S=1086306
STORM MH
RIM=1110.31
CURB INLET=1109.35
FL 18" RCP N=1104.81
STORM MH
RIM=1129.23
CURB INLET=1128.04
FL 12" RCP SE=1125.29
STORM INTAKE
RIM=1127.25
FL 4" PVC E=1123.10
SD
SD
STORM INTAKE
RIM=1130.65
FL 12" RCP W=1120.80
STORM INTAKE
RIM=1123.71
FL 12" RCP E=1120.36
FL 12" RCP S=1120.50
FL 15" RCP W=1120021
FL 8" CLAY N=1120.36
STORM INTAKE
RIM=1125.89
FL 15" RCP NE=1120.21
FL 15" RCP E=1120.10
FL 24" RCP S=1120.09
STORM INTAKE
RIM=1126.01
FL 15" RCP SW=1122.46
FL 12" RCP N=1122.46
STORM INTAKE
RIM=1126.17
FL 12" RCP S=1122.77
SD
STORM MH
RIM=1100.01
CURB INLET=1099.08
FL 12" RCP SE=1095.91
STORM MH
RIM=1096.46
CURN INLET=1095.72
FL 12" CLAY N/S=1088.96
STORM MH
RIM=1097.37
FL 15" RCP NE=1093.17
FL 15" RCP NW=1093.17
FL 12" CLAY S=1093.17
STORM MH
RIM=1104.07
CURB INLET=1103.00
FL 15" RCP SW=1096.27
STORM MH
RIM=1083.54
CURB INLET=1083.42
FL 12" CLAY N/SW=1079.34
STORM MH
RIM=1083.08
CURB INLET=1082.23
FL 12" CLAY NE/SW=1076.68
SD
STORM INTAKE
RIM=1116.02
FL 12" RCP E=1113.82
STORM MH
RIM=1066.66
CURB INLET=1065.93
FL 18" CLAY NE/S=1056.06
18" RCP
FL=1050.92
STORM MH
RIM=1068.53
CURB INLET=1067.85
FL 12" RCP W=1064.88
FL 8" N=1055.83
FL 12" CLAY SW=1053.83
STORM MH
RIM=1096.19
CURB INLET=1095.26
FL 15" RCP SE=1095.29
SAN MH
RIM=1102.29
FL 6" CLAY NE=1095.09
FL 8" CLAY E=1095.09
FL 10" CLAY NW=1095.09
SAN MH
RIM=1106.68
FL 6" CLAY W=1100.83
FL 6" CLAY NE/S=1097.88
FL 6" CLAY S=1103.23
SS
24" CMP
FL=1020.65
STORM INTAKE
RIM=1072.26
FL 12" S=1069.11
UNABLE TO LOCATE OUTLET
12" CMP
FL=1088.47
18" VERTICAL CMP RISER (OVERFLOW)
12" CMP FLOWS WEST
OVERFLOW ELEV=1097.48
12" HDPE
FL=1055.20
STORM INTAKE
RIM=1129.61
FL 8" NE=1128.08
10" PVC
FL=1122.19
12" STEEL
FL=1120.11
DIRECTION UNKNOWN
POSSIBLE SAN
CLEANOUT
STORM INTAKE
RIM=1116.86
6" E/W=1114.61
STORM MH
RIM=1091.77
FL 8" PVC N=1087.47
FL 8" CLAY S=1087.47
DESTINATION OF PIPES UNKNOWN
STORM INTAKE
RIM=1114.84
FL 6" PVC N=1111.19
STORM INTAKE
RIM=1122.27
FL 12" STEEL N=1117.87
STORM INTAKE
RIM=1121.84
FL 6" STEEL NE=1120.74
FL 18" RCP NE=1065.94
CONCRETE DRAINAGE
CHANNEL
SAN MH
RIM=1108.54
FL 12" CLAY SE/NW=1095.14
FL 6" CLAY NE=1095.84
STORM INTAKE
CURB INLET=1098.68
FL 12" PVC W=1095.71
SAN MH
RIM=1117.12
FL 8" CLAY E/W=1101.97
FL 8" CLAY E=1103.12
FL 8" CLAY N=1106.07
FL 12" SE=1108.22
FL 8" PVC SE=1109.62
FL 8" PVC SE=1110.42
FL 6" CLAY E=1110.92
STORM MH
RIM=1123.19
FL 4" PVC S=1116.19
NO OUTLET VISIBLE
SAN MH
RIM=1130.67
FL 8" CLAY E/W=1125.77
FL 4" CLAY NE/SE=1125.77
SAN MH
RIM=1118.42
FL 10" CLAY SE=1110.62
FL 10" CLAY E=1110.62
FL 12" CLAY W=1110.62
FL 10" CLAY S=1110.62
FL 10" CLAY SE=1112.62
PORTION OF
SANITARY SEWER
IN TUNNEL (PER MAPPING)
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
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
INDIAN HILLS DRIVE
INDIAN HILLS DRIVE
LA
KE
T
RA
IL/
FO
RM
ER
0T
H
ST
RE
ET
IN
DI
AN
H
ILL
S
DR
IV
E
INDIAN HILLS DRIVE
INDIAN HILLS DRIVE
INDIAN HILLS DRIVE
INDIAN HILLS DRIVE
MAIN STREET
MAIN STREET
MAIN STREET
MAIN STREET
MAIN STREET
IOWA STR
EET
IOWA STREET
IOWA STREET
LACEY STREET
LACEY STREET
CE
NT
RA
L S
TR
EE
T
CE
NT
RA
L S
TR
EE
T
PO
W
EL
L S
TR
EE
T
LACEY STREET
CAMP ROAD
ORCHARD DRIVE
ORCHARD DRIVE
OR
CH
AR
D
DR
IV
E
LACEY STREET
LA
CE
Y
ST
RE
ET
0T
H
ST
RE
ET
(C
OU
NT
Y
RO
AD
IVES AVENUE
LACEY STREET
NUCKOLLS STREET
VI
NE
S
TR
EE
T
7' TALL X 5' WIDE
PEDESTRIAN TUNNEL WITH
ARCHED CEILING
60" WIDE BURIED CONCRETE
STRUCTURE - FILLED
SLOT DRAIN
(OUTLET UNKNOWN)
W
W
W W W
W
6" AND 8" DRAIN PIPE
(SOURCE UNKNOWN)
STORM INTAKE
RIM=1110.10
FL 6" PVC 1106.60
STORM INTAKE
RIM=1115.96
FL 15" E=1109.46
FL 12" S/SW=1109.46
12" CMP
FL=1109.01
UNABLE TO LOCATE OUTLET
SAN MH
RIM=1108.96
LID SEIZED
SAN MH
RIM=1115.72
FL 6" CLAY NE/SW=1107.77
PIPE CLOSED THRU STRUCTURE
A B C D E F G H
FIRE HYDRANT
UTILITY VAULT
**ELECTRIC TRANSFORMER OR BOX
ABOVE-GROUND VENT FOR UTILITY TUNNEL
STAIRS/STOOP
RETAINING WALL
AREA LIGHT POST
UTILITY VAULT/PEDESTAL
J A/C UNIT
A
A
A
A
A
A
A
A
B
A
A
A
B
A
B C
C
C
C
C
A
A
C C
B
D
CONDUIT
JUNCTION BOX
A
C
C
A
YARD HYDRANT YARD HYDRANT
C
C
C
BRICK STRUCTURE
APPEARS ABANDONED
C
A
B
C
C
A
YARD HYDRANT
BRICK VAULT
WITH WATER VALVES
BRICK VAULT
FULL OF WATER
A
C
C
BC
A
60" DIAMETER CONCRETE
STRUCTURE (UNKNOWN)
C
A
C
A
A
C
UTILITY STRUCTURE
C
B C
C
A
C
A
C
C
C
AB C
ELECTRIC MH
C
CC
A
C
C C
A
C B
A
A C
C
A
A
C
PCC PAD WITH
ABANDONED CONDUIT
RISERS
A
A
A
CEMETERY GRID
MARKERS (TYP)
CEMETERY GRID
MARKERS (TYP)
PLAYGROUND
C B
C
C B
ELECTRIC PANEL
C
FUEL STATION
(REMOVED)
UNDERGROUND STORAGE TANKS
E
E
E
E
E
E
E E
EE
E
E E E E
E
E EEE
EE
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E E
E E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E E
E
EE
E
E E
E
E
E
EE
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E E
UTILITY EASEMENT
DOCUMENT 2025-2471
MILLS COUNTY RECORDER
F
D
D
D
D
E
E
B
B
B
E
E
E
E
E
E
F
F
E
E
E
E
**MOST ELECTRIC TRANSFORMERS WERE REMOVED
AFTER INITIAL SITE SURVEY
METAL BEAM GUAR
RAIL (BOTH SIDES)
STORM INTAKE
RIM=1058.71
FL 8" PVC W=1054.71
(OUTLET UNKNOWN)
COM
CO
M
COM COM COM COM
COM
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
UGE
UGE UGE UGE
COM
COM
COM
STOCKPILE
LOCATION
STOCKPILE
LOCATION
MAIN STREET
LACEY STREET
OR
CH
AR
D
DR
IV
E
ORCHARD DRIVE
CA
MP
R
OA
D
BUCKNER DRIVE
IN
DE
PE
ND
EN
CE
S
TR
EE
T
MAIN STREET
CE
NT
RA
L S
TR
EE
T
IOWA STREET
IOW
A STREET
LACEY STREET
INDIAN HILLS DRIVE
INDIAN HILLS DRIVE
LA
KE
T
RA
IL/
0T H
ST
RE
ET
ORCHARD DRIVE
LODLOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LO
D LOD
LOD
LOD
LO
D
LOD LOD
LO
D
LOD
LO
D
LO
D
LO
D LOD LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D LOD LOD LOD LOD LOD LOD
LO
D
LOD
LOD LOD
LOD
LOD
LOD
LO
D LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LOD
LOD
LODLODLODLODLOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LOD
LO
DLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LODLOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD
LO
D
LOD LOD
LO
D
LO
D
LODLODLODLOD
LO
D
LO
D
LOD
LOD
LO
D
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILE NAME
SCALE
SHEET
DATE
C
A
1 3 4 5 6 7 8
C:
\P
W W
OR
KI
NG
\C
EN
TR
AL
\D
4\1
7-
CX
1.D W
G 9/2
3/2
6 4 :10
:29 P
M
C. CAIN
HDR ENGINEERING
1917 S. 67TH STREET
OMAHA, NE 68106
(402) 399-1000
GLENWOOD RESOURCE
CENTER BUILDING
DEMOLITION - PHASE 2
P. KUETER
10435937
CIVIL ENGINEER
X-100 10435937-01CX101.dwg 1" = 200'
UTILITY DEMOLITION PLAN -
OVERALL VIEW
09/23/2026 PHASE III DEMOLITION
GLENWOOD RESOURCE
CENTER BUILDING
DEMOLITION - PHASE 3
PROTECT TREE IN PLACE
GENERAL NOTES
1. REFER TO SHEET G-001 FOR GENERAL NOTES.
AREA OF ARCHEOLOGICAL CONCERN
REMOVAL LEGEND:
LINE ITEM REMOVAL
LINE ITEM ABANDON IN PLACE
LIMITS OF DEMOLITIONLOD
GLENWOOD RESOURCE
CENTER
GLENWOOD RESOURCE
CENTER DEMOLITION - DEMOLITION -
CARPORT
SHED
OVERHEAD DOOR
ACCESS
FLOW
METERING
BUILDING
TUNNEL
PORCH
DECK
STRUCTURE
UNABLE TO OPEN
CCTV-EM
UGE
UGE
UGE
UGE
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
SS
SS
SS
SSSSSSSS
SAN MH
RIM=999.33
FL 12" CLAY E=994.53
FL 15" CLAY W
=992.83
SAN MH
STRUCTURE IS OFFSET,
UNABLE TO SEE PIPES
SAN MH
RIM=1037.81
FL 8" CLAY NE=1028.61
FL 8" CLAY N=1028.36
8" SW
IS PLUGGED
SS
FLOW
METERING STRUCTURE
FL 8" PVC=1035.51
SS
SS
SS
FLOW
METERING
STRUCTURE
RIM=1037.05
FL=1031.75
SAN MH
RIM=1036.49
FL 8" CLAY SE/NE=1028.99
ABANDONED
SS
SS
SS
SS
SD
18" CMP
FL=1074.28
STORM MH
RIM=1093.24
CURB INLET=1092.42
FL 15" RCP NE/SW
=1084.24
(MH HAS PVC CONDUIT ROUTED THRU)
STORM MH
RIM=1080.83
CURB INLET=1080.12
FL 15" RCP E=1076.43
STORM MH
RIM=1080.99
CURB INLET=1080.21
FL 15" RCP W
/N=1076.29
SD
SD
SD
SD
STORM MH
RIM=1051.38
CURB INLET=1050.64
FL 12" RCP E=1047.98
STORM INTAKE
RIM=1046.35
FL 18" RCP NW
=1044.10
FL 12" RCP SE=1044.10
STORM MH
RIM=1041.94
FL 18" RCP SE=1037.49
FL 15" RCP NW
=1025.39
FL 10" SE=1025.58
STORM INTAKE
RIM=1016.43
FL 24" CMP NW
/SE=1013.88
4X4 RCBC
FL NW
=1002.50
FL SE=1013.88
SD
SD
SD
SD LOCATION OF TRANSITION
FROM CMP TO RCBC UNKNOW
N
STORM MH
RIM=1027.67
FL 24" CMP SE=1024.47
FL 24" CMP NW
=1021.72
SD
STORM MH
RIM=1038.26
CURB INLET=1037.29
FL 15" RCP NW
=1033.06
STORM MH
RIM=1037.46
CURB INLET=1036.57
FL 15" RCP S=1031.96
FL 18" RCP N=1031.06
SD
SD
SD
STORM MH
RIM=1024.79
CURB INLET=1024.09
FL 15" RCP SE=1020.89
STORM MH
RIM=1024.96
CURB INLET=1024.08
FL 15" RCP NE=1020.20
FL 15" RCP NW
=1021.25
ALIGNMENT
AND CONNECTION
POINT ASSUMED
15" RCP
FL=1032.27
STORM MH
RIM=1034.79
CURB INLET=1033.76
FL 15" RCP NW
=1030.79
FL 15" RCP SE=1030.79
FL 6" CMP NE=1031.79
STORM MH
RIM=1034.63
CURB INLET=1033.83
FL 6" CMP SE=1031.93
FL 15" RCP SW
=1029.33
FL 15" RCP NW
=1029.83
SD
SD
SD
SD
SD
COULD NOT
IDENTIFY
POINT OF
CONNECTION
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
MAIN STREET
IOWA STREET
ORCHARD DRIVE
VINE STREET
A
YARD HYDRANT
60" DIAMETER CONCRETE
STRUCTURE (UNKNOW
N)
E
E
E
E
E
E
E
E
E
E
ORCHARD DRIVE
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
PROTECT NORTHERN HACKBERRY TREE
PROTECT EASTERN WHITE PINE TREE
4 4
RESTRICTED AREA - REFER TO
GENERAL NOTE 2 FOR REQUIREMENTS
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILE NAME
SCALE
SHEET
DATE
C
A
1 3 4 5 6 7 8
C:
\P
W W
OR
KI
NG
\C
EN
TR
AL
\D
4\1
7-
CX
1.D W
G 9/2
3/2
6 6 :39
:14 P
M
C. CAIN
HDR ENGINEERING
1917 S. 67TH STREET
OMAHA, NE 68106
(402) 399-1000
GLENWOOD RESOURCE
CENTER BUILDING
DEMOLITION - PHASE 2
P. KUETER
10435937
CIVIL ENGINEER
X-101 10435937-01CX101.dwg 1" = 60'
UTILITY DEMOLITION PLAN - AREA 1
MATCHLINE, SEE SHEET X-103
09/23/2026 PHASE III DEMOLITION
GLENWOOD RESOURCE
CENTER BUILDING
DEMOLITION - PHASE 3
PROTECT TREE IN PLACE
GENERAL NOTES
1. REFER TO SHEET G-001 FOR GENERAL NOTES.
2. THIS PROJECT SITE CONTAINS RESTRICTED AREAS THAT
ARE IDENTIFIED IN THE PLAN THAT REQUIRE THE
CONTRACTOR'S SPECIAL ATTENTION.
2.1. FOR RESTRICTED AREAS THAT WILL NOT BE
DISTURBED AS PART OF THIS CONSTRUCTION, THE
CONTRACTOR SHALL INSTALL TEMPORARY
CONSTRUCTION SAFETY FENCE ON ALL SIDES FACING
CONSTRUCTION OF THE RESTRICTED AREA WHERE
CONSTRUCTION ACTIVITIES WILL TAKE PLACE PLUS AN
ADDITIONAL 10-FT ON THE IMMEDIATELY ADJACENT
SIDES TO IDENTIFY RESTRICTED AREAS AND PREVENT
UNNECESSARY ACCESS DURING CONSTRUCTION.
2.2. FOR RESTRICTED AREAS THAT WILL BE DISTURBED
DURING CONSTRUCTION, REFER TO THE PROJECT
MANUAL, SPECIAL CONDITIONS SECTION, FOR
ADDITIONAL CONTRACT REQUIREMENTS WHEN
WORKING IN THESE AREAS.
3. CLEAR AND GRUB ALL TREES THAT ARE NOT LABELED TO
BE PROTECTED WITHIN THE LIMITS OF DEMOLITION (LOD).
AREA OF ARCHEOLOGICAL CONCERN
REMOVAL LEGEND:
LINE ITEM REMOVAL
LINE ITEM ABANDON IN PLACE
LIMITS OF DEMOLITIONLOD
KEYNOTES ##
1. REMOVE EXISTING STORM SEWER MANHOLE IN ITS
ENTIRETY.
2. REMOVE EXISTING STORM SEWER INLET IN ITS ENTIRETY.
3. REMOVE EXISTING STORM SEWER PIPE.
4. REMOVE EXISTING SANITARY SEWER MANHOLE IN ITS
ENTIRETY. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
5. PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
6. PLUG AND ABANDON EXISTING FUEL OIL PIPE IN PLACE.
7. REMOVE EXISTING TUNNEL IN ITS ENTIRETY.
8. REMOVE TOP OF EXISTING TUNNEL AND BACKFILL WITH
STRUCTURAL FILL TO GRADE.
9. PLUG AND ABANDON EXISTING GAS LINE IN PLACE.
10. ABANDON EXISTING SANITARY SEWER MANHOLE IN
PLACE. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
GLENWOOD RESOURCE
CENTER
GLENWOOD RESOURCE
WATER TOWER AREA - NO ENTRY
108" CHAIN LINK FENCE WITH BARBED
WIRE STRANDS
BASEMENT ACCESS
GG
G
G
ELEVATED WALKWAY
(TERMINATES WITH RAILING)
G
G
RECESSED AREA
BEHIND RETAINING WALL
H
H
H
H
H
BASEMENT ACCESS
G
G
BASEMENT ACCESS
SHED
DECK
BASEMENT
ACCESS
G H
FRAMED STORAGE SHED
WOOD PRIVACY FENCE
G H
G
G
H
15" PCC HEADWALL
AND PCC APRON
H
G
G
H
LIMITS OF UNDERGROUND
BUILDING ARE ASSUMED
DOCK
NO ACCESS TO
COURTYARD
FD
C
SHELTER ON PCC PAD
CEMETERY PLOT MAP IN KIOSK
ON PCC PAD
C W R
C W S
C C
TV-EM
CCTV-EM
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE
UGE
UGE
UGE UGE UGE
UGE
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE UG
E UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGEUGEUGE
UGE
UG
E
UG
E
UGE
UGE
UG
E
G
G G
G G
G G
G
G
G
G G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
DESTINATION UNKNOWN
SAN MH
RIM=1114.55
FL 6" CLAY S/NE=1108.93
SAN MH
RIM=1109.25
FL 6" CLAY SW/NE=1103.95
SAN MH
RIM=1101.07
FL 8" CLAY N-S=1094.82
FL 6" CLAY SW=1095.02
SAN MH
RIM=1096.79
FL 8" CLAY S=1091.59
FL 8" CLAY N=1067.39
SS
SS
SS
SS
SS
SS
SS SS
SS
SS SS
SS
SS
FL 8" CPP W=1117.76
FL 6" CPP W=1110.91
FL 15" RCP NE=1110.96
RIM=1116.31
CURB INLET=1115.90
FL 15" RCP NE=1113.61
FL 6" PVC SW=1113.61SD
RIM=1100.02
FL 12" RCP NE=1098.42
FL 8" PVC W=1096.32
SD SD
SD
SD
STORM MH
RIM=1079.32
FL 8" PVC E=1074.87
FL 15" RCP S=1074.77
FL 12" CPP W=1074.77
SD
SD
SD
STORM INTAKE
RIM=1115.50
FULL OF WATER
STORM MH
RIM=1128.07
FL 15" RCP S=1112.22
FL 8" CLAY SW=1111.95
FL 15" RCP NW=1111.95
STORM MH
RIM=1085.32
FL 15" RCP N/SE=1076.37
SD
STORM MH
RIM=1128.11
FL 15" RCP N=1113.21
FL 8" CLAY W=1117.56
FL 10" CPP S=1116.56
SD SD
STORM MH
RIM=1121.82
CURB INLET=1121.11
FL 6" STEEL E=1119.47
STORM MH
RIM=1121.88
CURB INLET=1121.05
FL 6" STEEL W=1118.63
FL 12" RCP E=1118.63
SD
SD
SD
STORM MH
RIM=1110.40
CURB INLET=1109.55
FL 12" RCP W=1108.25
FL 8" CLAY N=1108.33
FL 15" RCP E=1107.95
STORM MH
RIM=1110.32
CURB INLET=1109.50
FL 15" RCP W=1105.57
FL 12" HDPE E=1105.52
STORM INTAKE
RIM=1082.41
FL 8" PVC N=1079.91
FL 12" HDPE W=1079.56
FL 18" HDPE S=1078.71
SD
SD SD
SD
SD
SD
SD
SD
18" HDPE
FL=1060.35
23" STEEL PIPE
FL NW=1055.73
FL SE=1054.25
SD
SD
SD
12" CMP
FL=1048.12
15" CMP
FL=1057.53
STORM INTAKE
RIM=1097.50
FL 8" PVC E=1096.00
FL 8" PVC S=1095.90
FL 8" PVC W=1095.75
SD
SD
SD
STORM MH
RIM=1121.39
CURB INLET=1120.72
FL 15" RCP E=1117.09
SD
DESTINATION
UNKNOWN
STORM MH
RIM=1121.43
CURB INLET=1120.70
FL 24" RCP N=1118.08
FL 15" RCP SE=1116.80
FL 15" RCP W=1116.88
SD
SD
SD
SD
CONNECTION AND LOCATION
OF 15" RCP AND 8" PVC
IS ASSUMED
STORM INTAKE
RIM=1120.01
FL 8" HDPE E=1113.51
FL 6" HDPE SW=1116.21
FL 6" HDPE W=1116.91
FL 8" CPP N=1115.11
FL 12" PVC NW=1112.99
ROOF DRAIN
OUTLET
SD
SD
TO TUNNEL
(ASSUMED)
STORM INTAKE
RIM=1118.62
FL 12" NW=1114.72
FL 12" STEEL S=1114.90
SD
SD
SD
UNABLE TO
VERIFY OUTLET
12" PVC
FL=1106.43
STORM MH
RIM=1116.72
8" CLAY NE
15" RCP E
LID SEIZED (SLOTTED)
SD SD
SD
STORM MH
RIM=1115.40
FL 15" RCP NE=1107.70
FL 18" RCP SW=1107.70
SD
STORM MH
RIM=1109.07
CURB INLET=1108.29
FL 15" RCP NE=1104.67
FL 15" RCP SW=1103.82
15" RCP IS REDUCED TO
8" PVC AT MANHOLE
STORM MH
RIM=1108.98
CURB INLET=1108.18
FL 15" RCP NE/SW=1103.4815" RCP
FL=1102.60
STORM MH
RIM=1093.19
CURB INLET=1092.31
FL 15" RCP SW=1088.49
(MH HAS PVC CONDUIT ROUTED THRU)
CURB INLET=1080.21
FL 15" RCP W/N=1076.29
STORM MH
RIM=1129.23
CURB INLET=1128.04
FL 12" RCP SE=1125.29
STORM INTAKE
RIM=1127.25
FL 4" PVC E=1123.10
SD SD
SD
SD
SD
SD
SD
FL 24" RCP S=1120.09
SD
SD
SD
STORM INTAKE
RIM=1122.27
FL 12" STEEL N=1117.87
SD
STORM INTAKE
RIM=1121.84
FL 6" STEEL NE=1120.74
STORM MH
RIM=1123.19
FL 4" PVC S=1116.19
NO OUTLET VISIBLE
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
LACEY STREET
CAMP ROAD
ORCHARD DRIVE
ORCHARD DRIVE
60" WIDE BURIED CONCRETE
STRUCTURE - FILLED
STORM INTAKE
RIM=1115.96
FL 15" E=1109.46
FL 12" S/SW=1109.46
SD
CONDUIT
JUNCTION BOX
BRICK STRUCTURE
APPEARS ABANDONED
C
A
B
C
BRICK VAULT
WITH WATER VALVES
BRICK VAULT
FULL OF WATER
A
BC
A
A
A
CEMETERY GRID
MARKERS (TYP)
CEMETERY GRID
MARKERS (TYP)
C
FUEL STATION
(REMOVED)
UNDERGROUND STORAGE TANKS
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E E
D
D
E
E
CO
M
COM
LACEY STREET
ORCHARD DRIVE
CA
MP
R
OA
D
BUCKNER DRIVE
IN
DE
PE
ND
EN
CE
S
TR
EE
T
ORCHARD DRIVE
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
DLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
PROTECT BUR OAK TREE
PROTECT NORWAY SPRUCE TREE
RESTRICTED AREA - NO ACCESS
CONTRACTOR TO SURROUND AREA
WITH CONSTRUCTION FENCE AND
DO NOT DISTURB
RESTRICTED AREA - REFER TO
GENERAL NOTE 2 FOR REQUIREMENTS
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILE NAME
SCALE
SHEET
DATE
C
A
1 3 4 5 6 7 8
C:
\P
W W
OR
KI
NG
\C
EN
TR
AL
\D
4\1
7-
CX
1.D W
G 9/2
3/2
6 6 :34
:26 P
M
C. CAIN
HDR ENGINEERING
1917 S. 67TH STREET
OMAHA, NE 68106
(402) 399-1000
GLENWOOD RESOURCE
CENTER BUILDING
DEMOLITION - PHASE 2
P. KUETER
10435937
CIVIL ENGINEER
X-102 10435937-01CX101.dwg 1" = 60'
UTILITY DEMOLITION PLAN - AREA 2
MATCHLINE, SEE SHEET X-103
MA
TC
HL
IN
E, S
EE
S
HE
ET
X -1
MATCHLINE, SEE SHEET X-105
MATCHLINE, SEE SHEET X-106
09/23/2026 PHASE III DEMOLITION
GLENWOOD RESOURCE
CENTER BUILDING
DEMOLITION - PHASE 3
PROTECT TREE IN PLACE
AREA OF ARCHEOLOGICAL CONCERN
REMOVAL LEGEND:
LINE ITEM REMOVAL
LINE ITEM ABANDON IN PLACE
KEYNOTES ##
1. REMOVE EXISTING STORM SEWER MANHOLE IN ITS
ENTIRETY.
2. REMOVE EXISTING STORM SEWER INLET IN ITS ENTIRETY.
3. REMOVE EXISTING STORM SEWER PIPE.
4. REMOVE EXISTING SANITARY SEWER MANHOLE IN ITS
ENTIRETY. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
5. PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
6. PLUG AND ABANDON EXISTING FUEL OIL PIPE IN PLACE.
7. REMOVE EXISTING TUNNEL IN ITS ENTIRETY.
8. REMOVE TOP OF EXISTING TUNNEL AND BACKFILL WITH
STRUCTURAL FILL TO GRADE.
9. PLUG AND ABANDON EXISTING GAS LINE IN PLACE.
10. ABANDON EXISTING SANITARY SEWER MANHOLE IN
PLACE. PLUG AND ABANDON EXISTING CONNECTING
PIPES IN PLACE.
LIMITS OF DEMOLITIONLOD
GENERAL NOTES
1. REFER TO SHEET G-001 FOR GENERAL NOTES.
2. THIS PROJECT SITE CONTAINS RESTRICTED AREAS THAT
ARE IDENTIFIED IN THE PLAN THAT REQUIRE THE
CONTRACTOR'S SPECIAL ATTENTION.
2.1. FOR RESTRICTED AREAS THAT WILL NOT BE
DISTURBED AS PART OF THIS CONSTRUCTION, THE
CONTRACTOR SHALL INSTALL TEMPORARY
CONSTRUCTION SAFETY FENCE ON ALL SIDES FACING
CONSTRUCTION OF THE RESTRICTED AREA WHERE
CONSTRUCTION ACTIVITIES WILL TAKE PLACE PLUS AN
ADDITIONAL 10-FT ON THE IMMEDIATELY ADJACENT
SIDES TO IDENTIFY RESTRICTED AREAS AND PREVENT
UNNECESSARY ACCESS DURING CONSTRUCTION.
2.2. FOR RESTRICTED AREAS THAT WILL BE DISTURBED
DURING CONSTRUCTION, REFER TO THE PROJECT
MANUAL, SPECIAL CONDITIONS SECTION, FOR
ADDITIONAL CONTRACT REQUIREMENTS WHEN
WORKING IN THESE AREAS.
3. CLEAR AND GRUB ALL TREES THAT ARE NOT LABELED TO
BE PROTECTED WITHIN THE LIMITS OF DEMOLITION (LOD).
GLENWOOD RESOURCE
CENTER
GLENWOOD RESOURCE
HVAC EQUIP
PARKING BLOCKS
60" PVC FENCE
42" CHAIN
LINK FENCE
PALY AREA
W
ITH 6X6 EDGE
BASKETBALL
COURT
PLAYGROUND
BUS SHELTER
GAS VALVE
ENCLOSED STRUCTURE
PCC RETAIING WALL
WITH RAILING
PCC RETAINING WALL
WITH RAILING
72" PVC FENCE AROUND
HVAC EQUIPMENT
TUNNEL
VENT
PCC DRAINAGE
SWALE
BLOCK LANDSCAPE
WALL
RAISED PLANTER
BEDS
ELEVATED 10"
STEEL PIPE
DIRECTION
SIGN
AIR FILTRATION
UNIT
UNDER DRAIN
HMA CURB
60" CHAIN LINK FENCE
WITH HVAC BEHIND
OVERHEAD DOOR
FLOW METERING
BUILDING
H
H
HH
H
SHED
PCC SUPPORTS FOR
PROPANE TANK (TANK
REMOVED)
STAIRS TO TOP OF
FUEL TANKS
H
CHILLERS ON
ELEVATED PLATFORM
RETAINING WALL
WITH 44" ACCESS DOOR
UNKNOWN
STRUCTURE/VENT
H
RETAINING WALL/FACE
OF CHILLER FACILITY
H
STAIR TOWER
TO DOOR G
G
G
G
G
H
H
H
H H
H
H
H
H G
G G
G
G
G
H
H
H
H
H
H
H
H H
G
G
G G
G
ELEVATED RAMP
WITH DRAINAGE
CHANNEL BELOW
ELEVATED
WALKWAY
ELEVATED
WALKWAY
G
H
H
G
G
G
G
G
H
H
H
H
G
H G
G
G
H
H
H
RAMP
RAMP
RAMP
ACCESS HATCH
UNDER LARGE
PLANTER
H
RAMP
RAMP
G
G
RAMP
WOOD LANDSCAPE EDGER
PLAYGROUND
(RUBBER
MULCH)
PLAY FEATURE
HVAC UNIT
STAIRS
DOCK
H
H
HH
DOCK
H
G
H H
G
G
G
RAMP
H
H
H
H
H
ELEVATED DOCK
RISING DOCK
MECHANISM
H
ENCLOSED RAMP
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
METAL BEAM
GUARD RAIL
H
G
SOCCER GOAL
H
6" ROOF
DRAIN OUTLET
36" DOOR
EL=1107.36+
72" DOOR
EL=1108.39+
44" DOOR
EL=1108.51+
44" DOOR
EL=1111.47+
44" DOOR
EL=1111.72+
44" DOOR
EL=1111.74+
44" DOOR
EL=1110.27+
OVERHEAD DOOR
EL=1110.75+
OVERHEAD DOOR
EL=1110.78+
OVERHEAD DOOR
EL=1110.84+
36" DOOR
EL=1110.86+
BENCH
BENCH
TOP LANDING=1122.95+
MONUMENT
SIGN
GAS VALVE
" D
OO
R
EL
=1
0.8
4+
" D
OO
R
EL
=1
1.8
6+
44" DOOR
EL=1117.46+
44" DOOR
EL=1119.02+
44" DOOR
EL=1109.86+
36" DOOR
EL=1109.82+
44" DOOR
EL=1109.76+
OV
ER
HE
AD
D
OO
R
EL
=1
9.5 7+
" D
OO
R
EL
=1
9.6
6+
" D
OO
R
EL
=1
9.6
6+
36" DOOR
EL=1109.67+
FD
C
42" DOOR
EL=1115.22+
CONCRETE
PLANTER/BENCH (X4)
" D
OO
R
EL
=1
4.3
4+
SUMP PIT
FDC
SIDEWALK
UNDERDRAIN
" D
OO
R
EL
=1
0.7
0+
44"
DOOR
ELE
V=11
18.
18+
36" DOOR
ELEV=1107.94+
CLEANOUT
36" DOOR
ELEV=1107.92+
44" DOOR
ELEV=1107.94+
PCC RING
AROUND TREE
BLOCK RETAINING
WALL AROUND TREE
OV
ER
HE
AD
D
OO
R
EL
EV
=1
7.4
9+
" D
OO
R
EL
=1
7.7
7+
" D
OO
R
EL
=1
7.4
6+
" D
OO
R
EL
=1
8.6
6+
FD
C
" D
OO
R
EL
=1
8.7
9+
" D
OO
R
EL
=1
7.0
8+
OV
ER
HE
AD
D
OO
R
EL
=1
7.1 0+
" D
OO
R
EL
=1
1.3
6+
ANTENNA TOWER
" D
OO
R
EL
=1
1.0
5+
OV
ER
HE
AD
D
OO
R
EL
=1
4.8 2+
COM
CO
M
CO
M
COM CO
M
COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM COM COM COM COM
COM
CWR
CWR
CWS
CWS
CWS
CWS
C W S
CWR
CWR
C W R
CCTV-EM
C O
M COM COM COM COM COM COM COM COM COM
UGE
UGE
UGEUGE
UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UG
E
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E
UGE
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UGE UGE
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UGE UGE
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UG
E
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E
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E
UGE UGE UGE
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UG
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UG
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UGE
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UG
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UG
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UGE UGE
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UG
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UGE
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UGE UGE
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UG
E
UG
E
UGE UGE UGE UGE UGE UGE
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UGE
UGE UGE
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UGE
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UG
E
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UG
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UG
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UG
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UG
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UGE
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UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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UGE
UGE
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UG
E
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G
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G
G G
G G
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G
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FOS FOS
UGF
UGF
UGF
UGF
UGF
UGF
BRICK STRUCTURE
-APPEARS ABANDONED
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
SAN MH
RIM=1109.33
FL 10" CLAY S/NW=1099.03
SS
SS
SS
SS
SSSAN MH
RIM=1052.99
FL 12" PVC E/SW=1049.19
SS
FL 8" CLAY NE=1028.61
FL 8" CLAY N=1028.36
8" SW IS PLUGGED SS
SS
SS
SS
SAN MH
RIM=1050.61
FL 12" PVC NE/SW=1043.71
SAN MH
RIM=1055.50
FL 8" STEEL NE/SW=1050.05
(8" STEEL CONTINUOUS THRU MH)
8" STEEL SW=1048.75
SAN MH
RIM=1054.87
FL 8" PVC NE/SW=1040.47 (SW PLUGGED)
FL 8" PVC SW=1040.42
SS
SS
SS
SS
SS
PL
UG
GE
D
SAN MH
RIM=1041.27
FL SE/N/NW=1035.37 (APPROX,
PIPES ARE MOSTLY COVERED)
FLOW METERING STRUCTURE
FL 8" PVC=1035.51
SS
FLOW METERING
STRUCTURE
RIM=1037.05
FL=1031.75
ABANDONED
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SAN MH
RIM=1054.26
FL CLAY SW/NW=1037.76
SAN MH
RIM=1052.04
FL 8" CLAY NE=1046.54
FL 6" CLAY SW=1048.24
SAN MH
RIM=1068.34
FL 6" CLAY NE/SW=1051.84
SAN MH
RIM=1090.46
FL 6" CLAY SE/NE=1073.96
SS
SS
SS
SS
SS
SS
SS
SS
SAN MH
RIM=1066.70
FL 8" CLAY NW=1048.70
FL 8" CLAY E=1057.50
FL 8" CLAY S=COULD NOT SEE
SS
SS
SS
SAN MH
RIM=1070.69
FL 8" CLAY W/NE=1061.89
SAN MH
RIM=1092.15
FL 6" CLAY E/W=1077.80
FL 6" CLAY NE=1083.35
FL 6" CLAY NE=1085.15
SS
SS
SS
SS
SS SS
SS
SS
SAN MH
RIM=1108.14
FL 8" CLAY NE/SE/E/SW=1098.44
FL 3" PVC NW=1105.34
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
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
SS
SS
SSSS
SS
SS
SS
SAN MH
RIM=1118.06
FL 8" CLAY N/W=11104.56
FL 8" CLAY SE=1109.86
SAN MH
RIM=1109.81
FL 8" CLAY NW/SE=1101.21
SAN MH
RIM=1116.81
FL 8" CLAY NW/SE=1104.31
STORM MH
RIM=1116.54
CURB INLET=1115.69
FL 12" RCP W=1113.34
STORM INTAKE
RIM=1120.41
FL 15" RCP S=1114.31
FL 8" PVC W=1116.11
ROOF DRAIN
OUTLET
STORM INLET
RIM=1117.05
FL 3" PVC S=1114.45
FL 4" STEEL N=1114.40
FL 15" RCP N/S=1114.27
STORM INTAKE
RIM=1117.24
FL 15" RCP N/SW=1113.94
SD
SD
STORM MH
RIM=1116.26
FL 8" CLAY S=1112.51
FL 3" PVC NE=1114.01
FL 8" CPP W=1117.76
FL 6" CPP W=1110.91
FL 15" RCP NE=1110.96
ASSUMED TO JOG
AROUND TUNNEL
STORM MH
RIM=1116.66
CURB INLET=1115.83
FL 15" RCP SW=1113.91
STORM MH
RIM=1116.31
CURB INLET=1115.90
FL 15" RCP NE=1113.61
FL 6" PVC SW=1113.61SD
STORM MH
RIM=1100.02
FL 12" RCP NE=1098.42
FL 8" PVC W=1096.32
SD
SD
SD
SDCURB INLET=1080.21
FL 15" RCP W/N=1076.29
SD
STORM MH
RIM=1051.84
CURB INLET=1050.99
FL 12" RCP W=1047.94
FL 15" RCP S/E=1047.94
SD
15" RCP
FL=1047.24 STORM MH
RIM=1054.08
CURB INLET=1053.16
FL 12" RCP NW=1050.08
STORM MH
RIM=1053.61
CURB INLET=1052.71
FL 12" RCP NW/SE=1049.76
STORM INTAKE
RIM=1046.35
FL 18" RCP NW=1044.10
FL 12" RCP…
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