Attachment 0002_APPENDIX A - 2025-0316 REPAIR CHILLED WATER LINES - PLANS (1).pdf
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- Repair Chilled Water Lines - Amendment 0002
- Solicitation number
- W519TC26QA162
About this file
This is a construction project plan set for the U.S. Army Garrison Rock Island Arsenal in Rock Island, Illinois, detailing the repair and installation of chilled water lines between Buildings 108 and 114 (Project No. 2025-0316). The project involves installing two new 10-inch dual wall preinsulated PVC chilled water lines running approximately 1,657 linear feet from Building 114, crossing existing parking lots, 2nd Street, and South Avenue, and terminating in Building 108. The contractor must disconnect existing chilled water line pipes serving Building 108, make new connections in both buildings, and abandon the existing chilled water lines in place by filling them with flowable concrete and installing blind flanges.
The civil scope includes excavation of an 8-foot wide trench at depths of 8.25 to 9.5 feet, with removal and replacement of pavements in parking lots (Lots 131A and 144) using 4-inch HMA in two 2-inch lifts, replacement of 2nd Street pavement with 4-inch HMA, replacement of South Avenue pavement with 10-inch reinforced PCC including sidewalk work, and installation of 6-inch standard curb and gutter sections. All work must comply with the 2026 Statewide Urban Design and Specifications (SUDAS) standards. The mechanical scope includes installing flow meters and temperature sensors in new and existing chilled water return piping connected to the Delta DDC control system, modifying piping connections from carbon steel to PVC at appropriate elevations, and providing manual air vents. The project is bid as a lump sum with an estimated cost of approximately $1.6 million based on the quantity takeoff. The issue date is 04/30/2026, with construction to be completed by the Contracting Officer's Representative oversight.
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PLANS OF PROPOSED IMPROVEMENT ON THE
ROCK ISLAND ARSENAL
ROCK ISLAND, ILLINOIS
REPAIR CHILLED WATER LINES BLDG 108 TO 114
PROJECT NUMBER: 2025-0316
NORTH
NO SCALE
UTILITY NOTE
The location of the existing utilities are shown on the plans for information only and represents the best knowledge of the engineer. It shall be the contractor's responsibility to verify all utility locations during construction.
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TOTAL SHEETS:
Note:
The 2026 Statewide Urban Design and Specifications (SUDAS) shall apply to design and construction on this project The SUDAS design specfications may be download at https://iowasudas.org/manuals/specifications-manual/
BL
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BLDG 138 CHESTNUT AVENUE2N
D
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PRK 144
PRK 131A
LOT 3L
LOT 3M
2N D
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3R D
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BL
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BL
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SOUTH AVE
SOUTH AVE
SOUTH AVE
BLDG 145
BLDG 144
BLDG 154
BLDG 120
BLDG 114
PROJECT LOCATION
BEGINNING OF PROJECT STA 100+00.00 END OF PROJECT STA 106+89.90
PATH OF PROPOSED CHILLED WATER LINES
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DRAWING INDEX
DWG NO. TITLE DWG NO. TITLE
M-001 MECHANICAL ABBREVIATIONS
M-002 MECHANICAL KEYNOTES
M-101 MECH. DEMO. PARTIAL FLOOR PLAN
M-102 MECH. DEMO. PARTIAL FLOOR PLAN
M-103 MECH. DEMO. PARTIAL FLOOR PLAN
M-104 MECH. DEMO. SECTION 1
M-105 MECH. DEMO. SECTION 2
M-106 MECH. NEW WORK PARTIAL FLOOR PLAN
M-107 MECH. NEW WORK PARTIAL FLOOR PLAN
M-108 MECH. NEW WORK PARTIAL FLOOR PLAN
M-109 MECH. NEW WORK PARTIAL FLOOR PLAN
M-110 MECH. NEW WORK PARTIAL FLOOR PLAN
M-111 MECH. NEW WORK PARTIAL FLOOR PLAN
M-112 MECH. NEW WORK SECTION 3
M-113 MECH. NEW WORK SECTION 4
M-114 MECH. DEMO/NEW WORK BLDG 108
A.01 COVERSHEET
A.02 DRAWING INDEX
B.01 PROPOSED TYPICAL CROSS SECTIONS
B.02 PROPOSED TYPICAL CROSS SECTIONS
C.01 QUANTITY TAKE OFF
C.02 ESTIMATE REFERENCE INFORMATION
C.03 ESTIMATE REFERENCE INFORMATION
C.04 GENERAL NOTES
C.05 LEGEND AND SURVEY INFO
ER.01 EXISTING SITE FEATURES AND REMOVALS SHEET
ER.02 EXISTING SITE FEATURES AND REMOVALS SHEET
ER.03 EXISTING SITE FEATURES AND REMOVALS SHEET
D.01 PROPOSED PLAN SHEET
D.02 PROPOSED PLAN SHEET
D.03 PROPOSED PLAN SHEET
D.04 PROPOSED PLAN AND PROFILE SHEET
D.05 PROPOSED PLAN AND PROFILE SHEET
D.06 PROPOSED PLAN AND PROFILE SHEET
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8.00'
0.50'
8.25' TO 9.5'
15.00'
PLACE 6" PIPE BEDDING CLASS II MATERIAL,
MAN SAND, SEE TABLE 3010.01 IN THE SUDAS
SPECIFICATIONS FOR GRADATION SPECIFICS
1.50' O.C.
2.32'
EX./PROP. PAVEMENT/SURFACE
PLACE CLASS II, MAN SAND BACKFILL 1'
ABOVE THE PROPOSED PIPE
PLACE CLASS I BACKFILL MATERIAL, GRANULAR SUBBASE (12b)
PROPOSED TRENCH
CENTERLINE ALIGNMENT
PROPOSED CHILLED WATER LINE TRENCH
SEE "D SHEETS" FOR LOCATION AND DETAILS TYPICAL CROSS SECTION NOTES �
1.) IN AN EFFORT TO REDUCE THE AMOUNT OF REMOVAL OF EXISTING AREAS AND
FEATURES, LAYING BACK THE SLOPE OF THE TRENCH IS NOT ALLOWED, THE
CONTRACTOR IS REQUIRED TO USE A TRENCH BOX.
2.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT
HYDRAULIC SEED MULCH AND FERTILIZER.
3.) THE GRANULAR SUBBASE SHALL MEET THE IOWA DOT GRADATION NO. 12b.
4.) THE CONTRACTOR MUST COMPACT THE BACKFILL IN NO GREATER THAN 8" LIFTS.
5.) THE 7.5 FOOT DEPTH IS A TYPICAL APPROXIMATE DEPTH. ACTUAL DEPTH VARIES
ESPECIALLY ACROSS SOUTH AVENUE. THE SOUTH AVENUE TYPICAL DEPTH IS
APPROXIMATELY 12.5 FEET, SEE SHEET D.06 FOR MORE DETAILS.
10" DIA TYP.
PROPOSED PARKING LOT "PRK131A" TYPICAL CROSS SECTION
SEE SHEET D�01 FOR LOCATION AND DETAILS
TYPICAL 15'2.00'
6" STAND. CURB & GUTT (TYP.)
6" THICKNESS
6" MODIFIED SUBBASE
HMA PAVEMENT
BASE COURSE: 2" LIFT, 12" MIX
SURFACE COURSE: 2" LIFT, 12" MIX
BINDER: PG 58-28S
8" GRANULAR SUBBASE (12b)
NO SCALE
MATCH BACK TO EXISTING
LANDSCAPE ROCK MATERIAL
1.) PEA GRAVEL
2.) 2.5" RIVER ROCK
TYPICAL WIDTH 3' BUT
VARIES AS MUCH AS 12',
TYPICAL DEPTH = 6 INCHES
NO SCALE
TYPICAL CROSS SECTION NOTES �
1.) THE CONTRACTOR HAS THE OPTION TO
SALVAGE THE EXISTING LANDSCAPE ROCK
TO REUSE, BUT THE MATERIAL HAS TO BE
FREE OF DEBRIS AND SOIL.
2.) IF THE CONTRACTOR DECIDES TO USE NEW
LANDSCAPE ROCK, THE CONTRACTOR SHALL
SUBMIT A SAMPLE OF THE LANDSCAPE ROCK
TO THE C.O.R. PRIOR TO PLACEMENT.
3.) THE GRANULAR SUBBASE SHALL MEET THE
IOWA DOT GRADATION NO. 12b.
4.) CURB SAW CUT SPACING 10'.
5.) TACK COAT IS REQUIRED BETWEEN LIFTS
BUT NOT REQUIRED ON THE SUBBASE.
NO SCALE
13.00'2.00' 13.00' 0.58'
28.58'
PROPOSED 2ND STREET TYPICAL CROSS SECTION
SEE SHEET D�01 FOR LOCATION AND DETAILS
6" STAND. CURB & GUTT (TYP.)
6" THICKNESS
HMA PAVEMENT
BASE COURSE: 2" LIFT, 12" MIX
SURFACE COURSE: 2" LIFT, 12" MIX
BINDER: PG 58-28S
8" GRANULAR SUBBASE (12b)
PLACE STEEL CHAIRS TO ELEVATE
THE WELDED WIRE MESH OFF OF
THE GROUND. THE CHAIRS SHALL BE
PLACED IN A 2' X 2' GRID.
6.00'
PLACE 6" X 6" WELDED WIRE FABRIC,
10 GAUGE STEEL
P.C.C. PAVEMENT, 6"
GRANULAR SUBBASE, 6" (12b)
MATCH BACK TO
EXISTING LANDSCAPE
ROCK MATERIAL
APPROX. 12' WIDTH -
2.5" RIVER ROCK
6" GRANULAR SUBBASE (12b) NOTE:
THE TYPICAL CROSS SECTION NOTES FROM THE
SECTION ABOVE APPLY TO THIS SECTION AS WELL.
4.00' 0.58'
STAND. BEAM CURB & GUTT (TYP.) ON
6" MODIFIED SUBBASE, SEE SUDAS
FIGURE 7010.102 FOR SPECIFICS
PLACE 6" TOPSOIL, SEED,
FERTILIZE & MULCH TYPE
1 PERMANENT MIX
REPLACED SURFACE
1.50'
0.50'
FLOW LINE TARGET ELEVATION = 569.05'
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NO SCALE
NO SCALE
15.00'
PROPOSED PARKING LOT "PRK144" TYPICAL CROSS SECTION
SEE SHEETS D�02 AND D�03 FOR LOCATION AND DETAILS
HMA PAVEMENT
BASE COURSE: 2" LIFT, 12" MIX
SURFACE COURSE: 2" LIFT, 12" MIX
BINDER: PG 58-28S
6" GRANULAR SUBBASE (12b)
EXISTING HMA PARKING LOT AREA,
APPROXIMATELY 3" DEPTH
EXISTING HMA PARKING LOT AREA,
APPROXIMATELY 3" DEPTH
NOTE:
1.) THE GRANULAR SUBBASE SHALL MEET THE IOWA
DOT GRADATION NO. 12b.
2.) PROPOSED PAVEMENT SLOPES TO BE
DETERMINED IN THE FIELD.
PROPOSED SOUTH AVENUE TYPICAL CROSS SECTION
SEE SHEET D�03 FOR LOCATION AND DETAILS
3.50' 12.00' - WB LANE 12.00' - EB LANE 2.50'
9.50' 24.00'
MATCH EXISTING
-1.5% SLOPE-1.5% SLOPE
P.C.C. PAVEMENT, 10"
GRANULAR SUBBASE 12" (12b)
P.C.C. VALLEY CURB, 10"
GRANULAR SUBBASE 12" (12b)
P.C.C. VALLEY CURB, 10"
GRANULAR SUBBASE 12" (12b)
PAVEMENT AND SUBBASE
FROM PARKING LOT "PRK144",
SEE CROSS SECTION ABOVE
FOR MORE INFORMATION
P.C.C. SIDEWALK, 10"
GRANULAR SUBBASE 12" (12b)
BLDG 108
℄ SOUTH AVENUE
℄ PROPOSED ALIGNMENT
'BT-1' JOINT 'BT-5' JOINT
'BT-5' JOINT
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NOTES:
1.) THIS SHEET SHOULD BE TREATED AS A REFERENCE ONLY. THE PROJECT IS BID AS A LUMP SUM
PROJECT AND THE CONTRACTOR'S BID SHOULD ACCOUNT FOR ALL WORK DETAILED IN THE
PLAN SHEETS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR OWN QUANTITY TAKE
OFF FOR THE PROJECT AND MAKING A BID BASED ON THEIR TAKE OFF AND THE BID ITEM CODE
REFERENCES FOUND ON THIS SHEET.
2.) THE 2026 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO THE
CONSTRUCTION OF THIS PROJECT. THE SUDAS DESIGN MANUAL AND SPECIFICATIONS MAY BE
DOWNLOADED AT https://iowasudas.org/manuals/specifications-manual/
3.) THE PROJECT DATUM WAS ESTABLISHED BY THE FOLLOWING. DATUM/PROJECTION: ILLINOIS
STATE PLANE (WEST), NAVD88, NAD83(2011), GEOID 18, US SURVEY FEET.
4.) THE ROCK ISLAND ARSENAL WILL PROVIDE UTILITY LOCATES. THE CONTRACTOR SHALL PROVIDE
A 2 WEEK NOTICE PRIOR TO BEGINNING TOPO TO ENSURE PROPER COORDINATION BETWEEN
THE CONTRACTOR AND THE ROCK ISLAND ARSENAL.
PROJECT DESCRIPTION
US ARMY GARRISON - ROCK ISLAND ARSENAL (RIA) IS SEEKING A CONTRACTOR FOR A
CONSTRUCTION PROJECT TO INSTALL NEW UNDERGROUND CHILLED WATER LINES. THE
PROJECT BEGINS IN BUILDING 114. THE CONTRACTOR IS REQUIRED TO DISCONNECT THE
EXISTING CHILLED WATER LINE PIPES FEEDING BUILDING 108. A NEW CONNECTION IN
BUILDING 114 IS REQUIRED. THE TWO NEW 10-INCH CHILLED WATER LINES WILL RUN OUT OF BUILDING 114 AND CROSS THE EXISTING PARKING LOT OF BUILDING 114, 2nd STREET AND
PARKING LOT 131A AND FINALLY CROSSING SOUTH AVENUE INTO BUILDING 108 WHERE TWO
NEW CONNECTIONS WILL BE MADE INSIDE BUILDING 108. THE CURRENT EXISTING CHILLED
WATER LINES WILL BE ABANDONED IN PLACE. THE CONTRACTOR SHALL PROVIDE
CONSTRUCTION SERVICES FOR THIS PROJECT. THE CONTRACTOR IS REQUIRED TO REMOVE
THE PAVEMENTS NOTED IN THE “ER SHEETS” IN “APPENDIX A.” A TRENCH 8-FOOT (W) BY (8.25 to 9.5)-FOOT (H) IS REQUIRED TO INSTALL THE PROPOSED 10-INCH DUAL WALL PREINSULATED PVC CHILLED WATER LINES. SEE “SHEET B.01” IN “APPENDIX A” FOR TRENCH
DETAILS. THE PORTIONS PARKING LOT 131A AND PARKING LOT 144 REMOVED DURING
CONSTRUCTION SHALL BE REPLACED WITH 4-INCHES OF HMA PLACED IN TWO 2-INCH LIFTS.
THE CURB SECTION REMOVED SHALL BE REPLACED WITH A 6-INCH STANDARD CURB AND
GUTTER. THE PAVEMENT ON 2ND STREET SHALL BE REPLACED WITH 4-INCH HMA PLACED IN
TWO 2-INCH LIFTS. THE PAVEMENT ON SOUTH AVENUE SHALL BE REPLACED WITH 10-INCH
REINFORCED PCC, THIS INCLUDES THE SIDEWALK ADJACENT TO BUILDING 108. MODIFIED
SUBBASE SHALL BE PLACED UNDER ALL THE REPLACED PAVEMENTS AT VARIOUS DEPTHS.
SEE THE “SHEET B” IN “APPENDIX A” FOR PROPOSED TYPICAL DETAILS. THE CIVIL PORTION
OF THIS PROJECT SHALL BE CONSTRUCTED USING THE IOWA STATE URBAN DESIGN AND
SPECIFICATIONS PROGRAM (SUDAS) 2026. THE TECHNICAL CRITERIA CONTAINED AND CITED
IN THIS SCOPE OF WORK (SOW) AND ALL ACCOMPANYING APPENDICES SHALL ESTABLISH
THE MINIMUM CONSTRUCTION STANDARDS FOR THIS PROJECT. THE CONTRACTOR SHALL
MAKE THE GOVERNMENT AWARE IN WRITING OF ANY CONFLICTS WITHIN THESE MINIMUM
STANDARDS BY INFORMING THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). THE
KO/COR RESERVES THE RIGHT TO DETERMINE HOW CONFLICTING STANDARDS WILL BE
RESOLVED.
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4-
1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2026 EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS
PROGRAM (SUDAS) UNLESS OTHERWISE NOTED.
2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE CONTRACTOR.
REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE CONTRACTOR TO ANY EXTRA COMPENSATION.
3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION AND TO MAKE EXTENSIONS OR
ADJUSTMENTS OF SERVICES.
4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF
OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL GUIDELINES.
5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS OR UNDESIRABLE MATERIAL.
WHICH IS NOT TO BE INCORPORATED IN THE WORK INVOLVED IN THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR
MATERIAL HAULED TO THESE SITES.
6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND CULVERTS AND SHALL REMOVED ANY SUCH
MATERIAL THAT ENTERS THEM.
7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER/C.O.R. REPRESENTATIVE. PRESSURE GROUTING MAY
BE REQUIRED.
8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING STREETS SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO EARTH EXCAVATION.
10.) WHEN NOT INITIATED AT AN EXISTING JOINT, REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS, EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE
COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION.
11.) SPECIAL CARE SHALL BE TAKEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND GRADES OBTAINED ARE AS SHOWN ON THE PLANS AND GRADE SHEETS. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE
LOCATIONS.
12.) ALL CONCRETE SHALL UTILIZE A C-4 CONCRETE MIX DESIGN AND HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 14 DAYS
AND 4,000 PSI AT 28 DAYS.
13.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO COMPENSATION FOR
THE WORK.
14.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE
CONTRACT.
15.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR AND SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT AND RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE CONTRACTOR AND OR SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION AND REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT
FEE WILL NOT BE PAID DURING WORK STOPPAGE DUE TO UNFORESEEN ERROR.
16.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND IS THE RESPONSIBILITY OF THE CONTRACTOR
VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.
17.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE. IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR THE DISPOSAL/REMOVAL
FROM THE PROJECT.
18.) NO OVERHAUL ON THIS PROJECT.
GENERAL NOTES
VERTICAL CONTROL - NAVD88
ELEVATION
591.34
581.65
573.98
572.97
570.10
581.02
579.59
578.97
579.60
578.81
578.06
576.83
NORTHWEST CORNER OF GAS VALVE PLATFORM AT
ENTRANCE OF LOT 10 AT INTERSECTION OF SOUTH
AVENUE AND EAST STREET
NORTHEAST BOLT ON FHY IN THE MIDDLE OF PARKING LOT
ENTRANCE TO BLDG 110
BOLT IN WORD MUELLER ON FHY NORTHEAST OF BLDG 120
NORTH OF "DO NOT ENTER" SIGN
BOLT IN WORD MUELLER ON FHY SOUTH OF BLDG 112 IN
FRONT OF GARAGE DOOR
MAG NAIL ON NORTH SIDE OF SECOND PP EAST OF
SECOND STREET AND SOUTH AVENUE INTERSECTION
BOLT IN WORD MUELLER ON FHY NORTH OF BLDG 144
NEAR DOOR 6
SW BOLT ON FHY LOCATED SOUTH CENTER OF COUNT
YARD 104
NW BOLT ON FHY LOCATED NE CORNER OF GILLESPIE AND
BECK
NW BOLT ON FHY EAST SIDE OF GILLESPIE 2ND FHY
NORTH OF NE CORNER OF BECK / GILLESPIE
SW BOLT ON FHY LOCATED SW CORNER OF BLDG. 132
EAST SIDE OF GILLESPIE AT MAIL & DISTRIBUTION CENTER
1459 GILLESPIE ST
TOP BOLT OF FHY LOCATED CENTER, SOUTH SIDE OF
COURT YARD 103 ACCESS OFF OF SOUTH AVE.
BOLT MULLER ON FHY LOCATED APPROX. 75 LF SOUTH OF
THE SE CORNER OF RODMAN & GILLESPIE
DESCRIPTION
TBM - F
TBM - G
TBM - H
TBM - I
TBM - J
TBM - K
TBM - 1
TBM - 2
TBM - 3
TBM - 4
TBM - 5
TBM - 6
SURVEY CONTROL POINTS - NAD 83
POINT #
NORTHING
1767078.19
1766943.23
1766531.04
1766608.42
1766550.02
1766361.21
1766221.71
1765689.55
1765880.89
1766646.23
1766523.65
1766271.91
1766341.89
1766516.27
1766518.44
1766605.64
1766647.29
1766978.39
1766820.52
1766678.20
1766743.30
1766701.68
1766637.33
1766253.33
1765797.12
1766249.27
1766056.35
1765937.56
1766830.09
1766471.08
1766385.21
1766728.78
1766540.68
1766644.89
1766649.17
1766632.04
1766717.25
1766628.99
1766536.95
1766518.98
1766572.04
1766607.16
1766593.36
EASTING
2192346.30
2192418.62
2192435.72
2192560.63
2192815.55
2192453.40
2192422.67
2192463.07
2192662.55
2192925.91
2192187.89
2192310.65
2192744.16
2192874.02
2193085.65
2192956.27
2193187.98
2192245.50
2192252.26
2192239.32
2192440.97
2192334.19
2192058.60
2192359.00
2192388.14
2191997.53
2192378.81
2192384.75
2192556.72
2192722.70
2192723.89
2194018.60
2193647.04
2193657.30
2193850.68
2193570.63
2193834.58
2193498.22
2193440.23
2193822.23
2194078.83
2193720.15
2193388.75
ELEVATION
590.79
589.34
578.67
579.30
579.18
575.98
572.39
567.26
567.54
578.77
579.77
572.30
574.75
578.68
577.98
578.45
579.46
591.28
589.69
584.58
585.08
584.00
584.07
573.15
568.93
567.35
571.05
570.44
579.04
578.06
576.10
579.06
576.00
576.96
575.70
576.92
575.66
577.23
577.10
574.61
576.25
576.73
577.98
POINT DESCRIPTION
10" SPIKE
10" SPIKE
MAGNAIL
MAGNAIL
10" SPIKE
10" SPIKE
10" SPIKE
MAGNAIL
10" SPIKE
10" SPIKE
10" SPIKE
MAGNAIL
10" SPIKE
10" SPIKE
MAGNAIL
MAGNAIL
MAGNAIL
12" SPIKE
12" SPIKE
12" SPIKE
12" SPIKE
12" SPIKE
12" SPIKE
MAGNAIL
12" SPIKE
MAGNAIL
12" SPIKE
12" SPIKE
CUT X
12" SPIKE
12" SPIKE
12" SPIKE
MAGNAIL
MAGNAIL
MAGNAIL
MAGNAIL
12" SPIKE
MAGNAIL
MAGNAIL
12" SPIKE
12" SPIKE
MAGNAIL
MAGNAIL
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4-
UTILITY NOTE
THE LOCATION OF THE EXISTING UTILITIES ARE SHOWN
ON THE PLANS FOR INFORMATION ONLY AND
REPRESENTS THE BEST KNOWLEDGE OF THE ENGINEER.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY ALL UTILITY LOCATIONS DURING CONSTRUCTION.
NOTE:
THE 2026 STATEWIDE URBAN DESIGN AND SPECIFICATIONS
(SUDAS) SHALL APPLY TO CONSTRUCTION ON THIS PROJECT
THE SUDAS DESIGN SPECFICATIONS
MAY BE DOWNLOAD AT
https://iowasudas.org/manuals/specifications-manual/
PROJECT WAS SURVEYED USING ILLINOIS STATE:
NAD83 ILLINOIS STATE PLANES, WEST ZONE, US FOOT
DATUM: NAD83
OE OE
UE
G G
T T
FOC FOC
W W
UT UT
V
PIV
T T
STORM MANHOLE
STORM INLET
STORM INLET
DOWNSPOUT
SANITARY MANHOLE
SANITARY/STORM CLEANOUT
WATER VALVE
POST INDICATOR VALVE
HYDRANT
WELL
WATER MANHOLE
SPRINKLER BOX
POWER POLE W/ LIGHT
POWER POLE W/ METER
GUY WIRE
ELECTRIC MANHOLE
ELECTRIC PEDESTAL/TRANSFORMER
ELECTRIC METER
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
UTILITY MANHOLE
HANDHOLE
GAS VALVE
GAS METER
AIR CONDITIONING UNIT
LIGHT POLE
TRAFFIC SIGNAL CONTROLLER
VAPOR LIGHT
TRAFFIC SIGNAL
TRAFFIC CANTILEVER
MAIL BOX
SIGN
FLAGPOLE
POST/BOLLARD
ADA STALL
CONIFER TREE
DECIDUOUS TREE
BUSH/SHRUB
CONTROL POINT
BENCHMARK
LINE CONTINUATION
MONUMENT
LINETYPE LEGEND
EXISTING
SANITARY SEWER
STORM SEWER
WATER LINE MARKED
UNDERGROUND ELECTRIC MARKED
GAS LINE MARKED
UTILITY LINE MARKED
TELEPHONE LINE
OVERHEAD ELECTRIC
FIBER OPTIC CABLE MARKED
DITCH FLOWLINE
CHAIN LINK FENCE
WOOD FENCE
GUARD RAIL
CONTOUR
TRACKS
TELEPHONE LINE
SYMBOL LEGEND
EXISTING
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text 6"
AutoCAD SHX Text U
AutoCAD SHX Text G
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
TT
UE UE UE UE UE UE UE UE UE
U E
U E
U E
U E
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UTUT
UT
UT
UT
UT
UT
UT
UT
UT
UTUTUTUTUT
G G G G G G G G 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 W
W
W
UE UE UE UE UE UE UE UE UE
G G G G G G 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
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FOC
GRASS
RIM=578.72
BITUMINOUS
PARKING LOT
OE OE OE OE OE OE OE OE OE OE OE
GRAVEL GRAVEL
SIDEW
ALK
SIDEW
ALK
GRATE=578.61
INV=576.16
30" RCP
12" RCP
30" RCP
30" RCP
12" RCP
12" R
CP
12" RCP
24" RCP
30" RCP
18" RCP
GRAVEL
GRASS
CONDUIT
CONDUIT
EXISTING
BUILDING
#114
UE
UE
G
G
G
G
G
G
T
T T
G G
G G
G G
G G
G G
G G
G
W W W W W W W W
VENT PIPE
OE
OE
OE
OE
OE OE OE
RIM=578.44RIM=578.77
INV=573.16 (W)
INV=575.42 (N)
INV=573.15 (E)
INV=577.07 (SW)RIM=578.99
INV=573.59 (W)
INV=573.55 (E)
RIM=578.75
INV=573.35 (W)
INV=577.56 (N)
INV=573.25 (E)RIM=578.97
INV=573.77 (W)
INV=575.17 (N)
INV=573.75 (E)
RIM=577.02
RIM=578.77
INV=572.98 (W)
INV=575.25 (N)
INV=572.97 (E)
DOOR SILL=579.22 DOOR SILL=579.10
DOOR SILL=579.52
DOOR SILL=579.73
UT UT UT UT
UT UT UT UT
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W
W W W W
G G G G GG G G G G G G G G G G G GG G
UE UE UE UE UE UE
U E
U E
U E
U E
U E
U E
U E
U E
U
E UE UE UE UE UE UE UE
UE
UE
UE
W W
W W
W W
W W
W W10
0+
101+00
102+00
103+0
MATCH LINE STA - 102+76.35
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4-
.8
0'
141.22'
158.09'
PROPOSED ℄ ALIGNMENT OF 8' TRENCH
STA 100+00.00 TO 107+24.30
EXISTING FIBER OPTIC CABLE
DUCT BANK
EXISTING GAS LINE, 6" HDPE
REMOVE EXISTING P.C.C. CURB & GUTTER
PREVIOUSLY ABANDONED 8" C.I. WATER MAIN
EXISTING RIVER ROCK LANDSCAPE
EXISTING PEA GRAVEL LANDSCAPE
REMOVE & REINSTALL EXISTING SIGNS, 2 EA
REMOVE EXISTING P.C.C. SIDEWALK,
10.6 SY
BOUNDARY OF EXCAVATION
REMOVE EX. P.C.C. CURB & GUTT.
REMOVE EX. HMA
PAVEMENT 45.5 SY
REMOVE EX. HMA
PAVEMENT 294.8 SY
PREVIOUSLY ABANDONED GAS
LINE, CROSSES TRENCH NEAR
STA 100+09.10 & 103+00
EX. UNDERGROUND ELECT.
EX. GAS LINE, 8" PE
EX. 12" C.I. WATER MAIN
N D
S
TR
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H M
A
PA
V
EM
EN
T
SOUTH AVENUE
P�C�C� PAVEMENT
PARKING LOT
PRK131A
HMA PAVEMENT
P.O.B. STA 100+00.00
49.65'
NOTE:
1.) PAVEMENT REMOVAL QUANTITIES
INCLUDE CURB AREAS.
15'
15.00'
29.25' 6.27'
85.33'
11.94'
N
S
W E
Feet 0 20 40
FOC
16"
OE
GRATE=577.84
INV=576.62
BOTTOM=576.34
30" RCP
2'x2' BRICK
BITUMINOUS
PARKING LOT
GRAVEL
GRATE=577.81
INV=572.18 (S)
INV=573.67 (NE)
VERT PIPE
4" DIP
GRATE=576.80
INV=575.04
GRATE=577.72
INV=574.78
16"
UE
UE
G
G
G
G
G
G
G
G
G G G G G G
E
W
WWWWWWWWWW
T
T T
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
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
W W W W W W W W W W W W W W W
36" BRICK TUNNEL
36" RCP
" R
CP
48" RCP
" R
CP
36" RCP
" R
CP
36" RCP
" D
IP
6" D
IP
VENT PIPE OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
RIM=578.44
RIM=577.02
RIM=578.34
INV=571.29 (W)
INV=571.74 (N)
INV=571.25 (E)
RIM=578.57
INV=572.12 (E)
INV=572.19 (W)
RIM=579.50
RIM=578.02
INV=569.81 (W)
INV=568.07 (N)
INV=568.02 (E)
RIM=578.16
INV=570.26
INV=574.96 (N)
RIM=578.77
INV=572.98 (W)
INV=575.25 (N)
INV=572.97 (E)
EXISTING
BUILDING
#144
DOOR SILL=577.67
DOOR SILL=577.30
DOOR SILL=577.27
DOOR SILL=577.20
DOOR SILL=577.25 DOOR SILL=577.09 DOOR SILL=577.21 DOOR SILL=577.43
DOOR SILL=577.20
DOOR SILL=581.11
DOOR SILL=581.22
TBM-1
579.59
TBM-2
578.97
GRATE=578.43
INV=577.04 (SW)
EX. P.C.C.
PARKING LOT
PDC, TYP.
SIDEWALK
SIDEWALK
SIDEWALK
BIT
RET
WALL
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
W
W
W
W
W
W
W W
W W
W W
W W
W
W W W W
W W W W W
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
UE UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
W
W W
W W
W W
EXISTING
BUILDING
#106
EXISTING
BUILDING
#106
103+0
104+00
105+00
MATCH LINE STA - 102+76.35
M
AT
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L
IN
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ST
A
- 1
+7 1.
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2 3 4 5 6 7 8 9 10
A
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1 2 3 4 5 6 7 8 9 10
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B Y:
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IN
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D W
AT
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LI
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B
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A
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4-
REMOVE EXISTING HMA PAVEMENT, 745.3 SY
15.00'
15.00'
PROPOSED ℄ ALIGNMENT OF 8' TRENCH
STA 100+00.00 TO 107+24.30
BOUNDARY OF EXCAVATION
BOUNDARY OF EXCAVATION
EXISTING 12" C.I. WATER MAIN
FIRE SUPPRESSION
2" COPPER SERVICE LINEEXISTING 6" C.I. WATER MAIN
FIRE SUPPRESSION
EX. 8" HDPE WATER MAIN
POTABLE
EX. GAS LINE, 8" PE
SOUTH AVENUE
P�C�C� PAVEMENT
R D
S
TR
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P�C
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PARKING LOT
PRK144
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EX. P.C.C.
PARKING
LOT
PARKING LOT
STG106
P�C�C� PAVEMENT
PARKING LOT
PRK144
HMA PAVEMENT
NOTE:
1.) PAVEMENT REMOVAL QUANTITIES INCLUDE CURB AREAS.
82.44'
Feet 0 20 40
N
S
W E
GRATE=576.78
INV=574.48
GRATE=577.06
INV=574.95 (N)
INV=574.91 (W)
INV=574.96 (S)
GRATE=576.85
INV=575.26 (N)
INV=575.23 (S)
GRATE=576.86
INV=572.56
BOTTOM=572.16
RIM=577.56GRATE=577.72
INV=574.78
16"
48" RCP
" R
CP
12" RCP
12" RCP
4" D
IP
W W W W W W W W W W W W W W
W W
W W
W
UE UE UE UE UE UE UE UE UEW 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
UE UE UE UE UE UE UE UE UE UE UE
W W W W W W W W W W W W
" R
CP
12" RCP
36" BRICK TUNNEL
36" BRICK TUNNEL
48" RCP
" R
CP
12" RCP
6" CLAY
48" RCP
" R
CP
" R
CP
" R
CP
" R
CP
48" RCP
" R
CP
36" RCP
" R
CP
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE
OE
OE
RIM=575.59
INV=570.52 (W)
INV=570.61 (S)
RIM=577.34
INV=567.46 (W)
INV=567.43 (E)
INV=574.50 (N)
INV=573.76 (NW)
RIM=577.14
INV=574.57
INV=574.54 (S)
RIM=577.48
INV=568.07 (W)
INV=574.04 (N)
INV=567.78 (E)
INV=574.11 (SW)
RIM=577.23
INV=568.45 (N)
INV=568.69 (S)
INV=571.96 (SW) RIM=577.42
INV=570.91
RIM=577.86
INV=568.08 (W)
INV=574.47 (N)
INV=568.23 (E)
RIM=578.02
INV=569.81 (W)
INV=568.07 (N)
INV=568.02 (E)
RIM=578.16
INV=570.26
INV=574.96 (N)
EXISTING
BUILDING
#108
EXISTING
BUILDING
#106
EXISTING
BUILDING
#112
DOOR SILL=590.13
DOOR SILL=581.22
DOOR SILL=581.24
TBM-1
579.59
TBM-2
578.97
TBM-3
579.60
DOOR SILL=577.96
DOOR SILL=578.12
DOOR SILL=580.75
EX. P.C.C.
PARKING LOT
CONCRETE
PDC, TYP.
SIDEWALK
SI
DE
W
AL
K
SIDEWALK
SIDEWALK
CO
N
CR
ET
E
EXPOSED
PIPES
DOOR SILL=577.43
FF ELEVATION=577.42
DOOR SILL=577.79
DOOR SILL=577.75
ELECTRICAL
CHARGERS
CONC
GRASS
GRASS
GRASS
BIT
GRATE=577.48
INV=575.46
GRATE=576.75
INV=574.37
6" DIP
6" DIP
GRAVEL
CO
N
CR
ET
E
CO
N
CR
ET
E
PDC
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
U T
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UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
U T
U T
G G G G G G G G G G G G G G G G G G G G G G G G
UE
UE
UE
UE
UE
UE
UE
U E
U E
EXISTING
BUILDING
#106
105+00
106+00
7+
7+
M
AT
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L
IN
E
ST
A
- 1
+7 1.
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D B
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W O
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9-
2 3 4 5 6 7 8 9 10
A
B
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D
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F
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1 2 3 4 5 6 7 8 9 10
ER.03
-0
/3
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D
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B Y:
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4-
BOUNDARY OF EXCAVATION
BOUNDARY OF EXCAVATION
REMOVE EXISTING HMA PAVEMENT, 745.3 SY
PROPOSED ℄ ALIGNMENT OF 8' TRENCH
STA 100+00.00 TO 107+24.30
EX. P.C.C. ELECTRIC DUCT BANK, TO REMAIN UNDISTURBED
13.8 KV
REMOVE EXISTING P.C.C. SIDEWALK,
14.6 SY
24.21'
30.31'
REMOVE EX. PC.C. PAVEMENT, 66.1 SY
EX. CHILLED WATER LINES
EX. UNDERGROUND ELECTRIC
EX. 8" C.I. WATER MAIN
EX. 8" WATER MAIN
EX. 12" C.I. WATER MAIN
EX. GAS LINE, 8" PE
SOUTH AVENUE
10" P�C�C� PAVEMENT
PARKING LOT
PRK144
3" HMA PAVEMENT
PARKING LOT
PRK154
P�C�C� PAVEMENT
E.O.P. STA 107+24.30
15.00'
20.16'
19.65'
EX
. J
O
IN
T
EX
. J
O
IN
T
EX
. J
O
IN
T
NOTE:
1.) PAVEMENT REMOVAL QUANTITIES INCLUDE
CURB AREAS.
58.74' 73.96'
10.31'
N
S
W E
T
T
T
T
T
T
UE UE UE UE UE UE UE UE UE
U E
U E
U E
U E
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UTUT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UTUTUTUTUT
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
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
UE UE UE UE UE UE UE UE UE UE
G G G G G G G 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
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FOC
GRASS
RIM=578.72
BITUMINOUS
PARKING LOT
OE OE OE OE OE OE OE OE OE OE OE
SIDEW
ALK
SIDEW
ALK
GRATE=578.61
INV=576.16
30" RCP
12" RCP
30" RCP
30" RCP
12" RCP
12" R
CP
12" RCP
24" RCP
30" RCP
18" RCP
SECO
N
D ST
GRASS
CONDUIT
CONDUIT
EXISTING
BUILDING
#114
UE
UE
G
G
G
G
G
T T
G G
G G
G G
G G
G G
G G
G
W W W W W W W
VENT PIPE
OE
OE
OE
OE OE
RIM=578.77
INV=573.16 (W)
INV=575.42 (N)
INV=573.15 (E)
INV=577.07 (SW)RIM=578.99
INV=573.59 (W)
INV=573.55 (E)
RIM=579.07
INV=573.93 (W)
INV=573.85 (E)
INV=575.87 (S)
RIM=578.75
INV=573.35 (W)
INV=577.56 (N)
INV=573.25 (E)RIM=578.97
INV=573.77 (W)
INV=575.17 (N)
INV=573.75 (E)
RIM=578.77
INV=572.98 (W)
INV=575.25 (N)
INV=572.97 (E)
DOOR SILL=579.22 DOOR SILL=579.10
DOOR SILL=579.52
DOOR SILL=579.73
UT UT UT
UT UT UT
W
W
W
W
W W
W W
W W
W W
W W
W W
W
W W W
G G G GG G G G G G G G G G G G G GG G G
UE UE UE
U E
U E
U E
U E
U E
U E
U E
U E
U
E UE UE UE UE UE UE
UE
UE
W W
W W
W W
W W
W W10
0+
101+00
102+00
103+0
MATCH LINE STA - 102+76.35
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9-
2 3 4 5 6 7 8 9 10
A
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D
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F
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1 2 3 4 5 6 7 8 9 10
D.01
-0
/3
0/
D
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B Y:
M . S
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IV
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D R
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N
B Y:
M . S
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IV
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D B
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AP
PR
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D B
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BL
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S.
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AC
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F
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IN
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D W
AT
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LI
N
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B
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PR
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D P
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4-
158.09'
PROPOSED ℄ ALIGNMENT OF 8' TRENCH BOTTOM
15.00'
PLACE 6" P.C.C. CURB & GUTT. ON 6"
GRANULAR SUBBASE, 15.2 LF
PLACE 2.5" RIVER ROCK LANDSCAPE ROCK, 20.1 SY
PLACE PEA GRAVEL
LANDSCAPE ROCK,
20.2 SY
PLACE 6" P.C.C. SIDEWALK
ON 6" GRANULAR SUBBASE
10.6 SY
PLACE 6" P.C.C. CURB & GUTT. ON 6" GRANULAR SUBBASE, 15.0 LF
HMA PARKING LOT
�4" HMA�
�8" GRANULAR SUBBASE�
2�4�� SY
PREVIOUSLY ABANDONED GAS
LINE, CROSSES TRENCH NEAR
STA 100+09.37
29.25' 6.27'
EX. GAS LINE, 8" PE
EX. 12" C.I. WATER MAIN
N D
S
TR
EET
H M
A
PA
V
EM
EN
T
SOUTH AVENUE
P�C�C� PAVEMENT
PARKING LOT
PRK131A
HMA PAVEMENT
2ND ST � �4" HMA�
�8" MODIFIED SUBBASE�
45�4 SY
PLACE 6" P.C.C. "BEAM CURB" ON 6" MODIFIED
SUBBASE MATCH EXISTING, 30 LF TOTAL
SEE SUDAS FIGURE 7010-102 FOR MORE DETAILS
PLACE 6" TOPSOIL, SEED AND
FERTILIZE & MULCH, 6.4 SY
RESTRIPE PARKING
STALLS, 3 REGULAR
STALLS
P.O.B. STA 100+00.00
49.65'
15.00'
12.06' 22.72'
15.00'
RESTRIPE 3 PARKING
STALLS, 1 REGULAR,
2 HANDICAP AND
HATCH STALLS
7.91'
PLACE 6" P.C.C. CURB & GUTT. ON
6" GRANULAR SUBBASE, 15 LF
141.22'
N
S
W E
16"
OE
GRATE=577.84
INV=576.62
BOTTOM=576.34
30" RCP
2'x2' BRICK
BITUMINOUS
PARKING LOT
GRAVEL
GRATE=577.81
INV=572.18 (S)
INV=573.67 (NE)
VERT PIPE
4" DIP
GRATE=576.80
INV=575.04
GRATE=577.72
INV=574.78
16"
UE
UE
G
G
G
G
G
G
G
G
G G G G G G
E
W
WWWWWWWWWW
T
T T
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
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
W W W W W W W W W W W W W W W
36" BRICK TUNNEL
36" RCP
" R
CP
48" RCP
" R
CP
36" RCP
" R
CP
36" RCP
" D
IP
6" D
IP
VENT PIPE OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
RIM=578.44
RIM=577.02
RIM=578.34
INV=571.29 (W)
INV=571.74 (N)
INV=571.25 (E)
RIM=578.57
INV=572.12 (E)
INV=572.19 (W)
RIM=579.50
RIM=578.02
INV=569.81 (W)
INV=568.07 (N)
INV=568.02 (E)
RIM=578.16
INV=570.26
INV=574.96 (N)
RIM=578.77
INV=572.98 (W)
INV=575.25 (N)
INV=572.97 (E)
EXISTING
BUILDING
#144
DOOR SILL=577.67
DOOR SILL=577.30
DOOR SILL=577.27
DOOR SILL=577.20
DOOR SILL=577.25 DOOR SILL=577.09 DOOR SILL=577.21 DOOR SILL=577.43
DOOR SILL=577.20
DOOR SILL=581.11
DOOR SILL=581.22
TBM-1
579.59
TBM-2
578.97
GRATE=578.43
INV=577.04 (SW)
EX. P.C.C.
PARKING LOT
PDC, TYP.
SIDEWALK
SIDEWALK
SIDEWALK
BIT
RET
WALL
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
W
W
W
W
W
W
W W
W W
W W
W W
W
W W W W
W W W W W
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
UE UE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
W
W W
W W
W W
EXISTING
BUILDING
#106
EXISTING
BUILDING
#106
103+0
104+00
105+00
MATCH LINE STA - 102+76.35
M
AT
CH
L
IN
E
ST
A
- 1
+7 1.
D
AT
E
AP
PR
M
AR
K D
ES
C
R
IP
TI
O
N
SU
BM
IT
TE
D B
Y:
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
D R
AW
IN
G N
O
U .S
. A R
M Y
G
AR
R
IS
O N
R
O C
K
IS
LA
N
D A
R
SE
N
AL
D
IR
EC
TO
R
AT
E O
F
PU
BL
IC
W O
R
KS
R O
C K
IS
LA
N D
, I L
9-
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D.02
-0
/3
0/
D
ES
IG
N
ED
B Y:
M . S
U
LL
IV
AN
D R
AW
N
B Y:
M . S
U
LL
IV
AN
C H
EC
KE
D B
Y:
S.
B
AC
H
AP
PR
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D B
Y:
G
. K O
SK
I, D
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EC
TO
R O
F
PU
BL
IC
W O
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KS
S.
B
AC
H
, C H
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F
O F
EN
G
IN
EE
R
AI
R
C H
IL
LE
D W
AT
ER
LI
N
ES
B
LD
G
T O
PR
O
PO
SE
D P
LA
N
4-
15.00'
PROPOSED ℄ ALIGNMENT OF 8' TRENCH
STA 100+00.00 TO 106+89.90
EXISTING 12" C.I. WATER MAIN
FIRE SUPPRESSION
2" COPPER SERVICE LINE
EXISTING 6" C.I. WATER MAIN
FIRE SUPPRESSION
EX. 8" HDPE WATER MAIN
POTABLE
EX. GAS LINE, 8" PE
SOUTH AVENUE
P�C�C� PAVEMENT
R D
S
TR
EET
P�C
�C
� PA
V
EM
EN
T
EX. P.C.C.
PARKING
LOT
PARKING LOT
"STG106"
P�C�C� PAVEMENT
HMA PARKING LOT
"PRK144"
�4" HMA�
�6" GRANULAR SUBBASE�
�45�4 SY TOTAL
RESTRIPE PARKING
STALLS, 3 STALLS
NOTE:
1.) THE HMA BASE COURSE SHALL BE 2" DEPTH, 12"
MIX WITH A PG 58-28S BINDER.
2.) THE HMA SURFACE COURSE SHALL BE A 2" DEPTH,
2" MIX WITH A PG 58-28S BINDER.
3.) THE HMA PARKING LOT SHALL BE PLACED ON AN
8" GRANULAR SURFACE.
PARKING LOT
PRK144
HMA PAVEMENT
82.44'
82.34'
Feet 0 20 40
N
S
W E
GRATE=577.06
INV=574.95 (N)
INV=574.91 (W)
INV=574.96 (S)
GRATE=576.85
INV=575.26 (N)
INV=575.23 (S)
GRATE=576.86
INV=572.56
BOTTOM=572.16
RIM=577.56GRATE=577.72
INV=574.78
16"
48" RCP
" R
CP
12" RCP
12" RCP
4" D
IP
W W W W W W W W W W W W W W
W W
W W
W
UE UE UE UE UE UE UE UE UEW 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
UE UE UE UE UE UE UE UE UE UE UE
W W W W W W W W W W W W
" R
CP
12" RCP
36" BRICK TUNNEL
36" BRICK TUNNEL
48" RCP
" R
CP
12" RCP
6" CLAY
48" RCP
" R
CP
" R
CP
" R
CP
" R
CP
48" RCP
" R
CP
36" RCP
" R
CP
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE
OE
OE
RIM=575.59
INV=570.52 (W)
INV=570.61 (S)
RIM=577.34
INV=567.46 (W)
INV=567.43 (E)
INV=574.50 (N)
INV=573.76 (NW)
RIM=577.14
INV=574.57
INV=574.54 (S)
RIM=577.48
INV=568.07 (W)
INV=574.04 (N)
INV=567.78 (E)
INV=574.11 (SW)
RIM=577.23
INV=568.45 (N)
INV=568.69 (S)
INV=571.96 (SW) RIM=577.42
INV=570.91
RIM=577.86
INV=568.08 (W)
INV=574.47 (N)
INV=568.23 (E)
RIM=578.02
INV=569.81 (W)
INV=568.07 (N)
INV=568.02 (E)
RIM=578.16
INV=570.26
INV=574.96 (N)
EXISTING
BUILDING
#108
EXISTING
BUILDING
#106
EXISTING
BUILDING
#112
DOOR SILL=590.13
DOOR SILL=581.22
DOOR SILL=581.24
TBM-1
579.59
TBM-2
578.97
TBM-3
579.60
DOOR SILL=577.96
DOOR SILL=578.12
DOOR SILL=580.75
EX. P.C.C.
PARKING LOT
CONCRETE
PDC, TYP.
SIDEWALK
SI
DE
W
AL
K
SIDEWALK
SIDEWALK
CO
N
CR
ET
E
EXPOSED
PIPES
DOOR SILL=577.43
FF ELEVATION=577.42
DOOR SILL=577.79
DOOR SILL=577.75
ELECTRICAL
CHARGERS
CONC
GRASS
GRASS
GRASS
BIT
GRATE=577.48
INV=575.46
GRATE=576.75
INV=574.37
6" DIP
6" DIP
GRAVEL
CO
N
CR
ET
E
CO
N
CR
ET
E
PDC
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
U T
U T
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
U T
U T
G G G G G G G G G G G G G G G G G G G G G G G G
UE
UE
UE
UE
UE
UE
UE
U E
U E
EXISTING
BUILDING
#106
105+00
106+00
7+
7+
M
AT
CH
L
IN
E
ST
A
- 1
+7 1.
D
AT
E
AP
PR
M
AR
K D
ES
C
R
IP
TI
O
N
SU
BM
IT
TE
D B
Y:
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
D R
AW
IN
G N
O
U .S
. A R
M Y
G
AR
R
IS
O N
R
O C
K
IS
LA
N
D A
R
SE
N
AL
D
IR
EC
TO
R
AT
E O
F
PU
BL
IC
W O
R
KS
R O
C K
IS
LA
N D
, I L
9-
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D.03
-0
/3
0/
D
ES
IG
N
ED
B Y:
M . S
U
LL
IV
AN
D R
AW
N
B Y:
M . S
U
LL
IV
AN
C H
EC
KE
D B
Y:
S.
B
AC
H
AP
PR
O
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D B
Y:
G
. K O
SK
I, D
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EC
TO
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F
PU
BL
IC
W O
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KS
S.
B
AC
H
, C H
IE
F
O F
EN
G
IN
EE
R
AI
R
C H
IL
LE
D W
AT
ER
LI
N
ES
B
LD
G
T O
PR
O
PO
SE
D P
LA
N
4-
BOUNDARY OF EXCAVATION
PROPOSED ℄ ALIGNMENT OF 8' TRENCH
STA 100+00.00 TO 107+24.30
EX. P.C.C. ELECTRIC DUCT BANK, TO REMAIN UNDISTURBED
13.8 KV
PLACE 10" P.C.C. SIDEWALK ON
12" MODIFIED SUBBASE, 19.1 SY
23.82'
30.36' PLACE 10" P.C.C. PAVEMENT ON
12" GRANULAR SUBBASE, 52.1 SY
PLACE PC.C. 10" VALLEY CURB &
GUTT ON 12" GRANULAR SUBBASE
19.5 LF
PLACE P.C.C. 10" VALLEY CURB & GUTT.
ON 12" GRANULAR SUBBASE, 19.6 LF
APPROX. LOCATION OF EX.
CHILLED WATER LINES
EX. 8" C.I. WATER MAIN
SOUTH AVENUE
10" P�C�C� PAVEMENT
PARKING LOT
PRK154
P�C�C� PAVEMENT
HMA PARKING LOT
"PRK144"
�4" HMA�
�6" GRANULAR SUBBASE�
�45�4 SY TOTAL
RESTRIPE PARKING
STALLS, 2 STALLS
R D
S
TR
EET
H M
A
PA
V
EM
EN
T
NOTE:
1.) THE HMA BASE COURSE SHALL BE 2" DEPTH, 12"
MIX WITH A PG 58-28S BINDER.
2.) THE HMA SURFACE COURSE SHALL BE A 2" DEPTH,
2" MIX WITH A PG 58-28S BINDER.
3.) THE HMA PARKING LOT SHALL BE PLACED ON AN
8" GRANULAR SURFACE.
E.O.P. STA 107+24.30
N
S
W E
UE UE UE UE UE UE UE
U E
U E
U E
UTUTUTUTUT
G G G G G G G G G G G G G G G G G G G G G GW W W W W W
W W
W W
W W
W
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
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC
FOC
BITUMINOUS
PARKING LOT
GRAVEL GRAVEL
SIDEW
ALK
SIDEW
ALK
CONDUIT
EXISTING
BUILDING
#114
T
T T
G G
G G
G G
G G
G G
W W W W W W W W W
OE
OE
OE
RIM=577.02
DOOR SILL=579.22 DOOR SILL=579.10
W W
W W
W W
W W
W
W W W W
W
U E
U E
U E
U E
U E
U
E UE UE UE UE UE UE UE
W W
W W
W W
W10 0+
101+00
102+00
103+0
0+
201+00
202+00
203+0
10" PVC - 43'
10" PVC - 41'
10" PVC - 208'
10" PVC - 206'
10" PVC - 82'
10" PVC - 82'
M
AT
CH
L
IN
E
ST
A
- 2
+0 7.
8.
(E
G.
9.
(F
L)
8.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G.
9.
(F
L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G.
9.
(F
L)
7.
(E
G)
9.
(F L)
6.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G.
9.
(F
L)
10" PVC - 43'
10" PVC - 208'
10" DIA FITTING
HORIZ ANGLE=45°
VERT ANGLE=0°
10" DIA FITTING
HORIZ ANGLE=90°
VERT ANGLE=0°
D
AT
E
AP
PR
M
AR
K D
ES
C
R
IP
TI
O
N
SU
BM
IT
TE
D B
Y:
IS
SU
E D
AT
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PR
O
JE
C
T N
O
D R
AW
IN
G N
O
U .S
. A R
M Y
G
AR
R
IS
O N
R
O C
K
IS
LA
N
D A
R
SE
N
AL
D
IR
EC
TO
R
AT
E O
F
PU
BL
IC
W O
R
KS
R O
C K
IS
LA
N D
, I L
9-
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
EXISTING GROUND SCALE:
HORIZ: 1" = 20'
VERT: 1" = 4'
NOTE:
1.) BOTH CHILLED WATER LINE PIPES SHALL
MATCH IN ELEVATION IN RELATION TO
THE PROFILE.
2.) SEE SPECIFICATION SECTION 33 61 13.13 -
PREFABRICATED UNDERGROUND
HYDRONIC ENERGY DISTRIBUTION FOR
PIPE MATERIAL SPECIFICS.
CHILLED WATER LINE #1 PROFILE
CHILLED WATER LINE #1
STA 200+00.00 TO 207+28.57
CHILLED WATER LINE #2
TRENCH ALIGNMENT
STA 100+00.00 TO 107+24.30
N D
S
TR
EET
H M
A
PA
V
EM
EN
TPARKING LOT
PRK131A
HMA PAVEMENT
D.04
-0
/3
0/
D
ES
IG
N
ED
B Y:
M . S
U
LL
IV
AN
D R
AW
N
B Y:
M . S
U
LL
IV
AN
C H
EC
KE
D B
Y:
S.
B
AC
H
AP
PR
O
VE
D B
Y:
G
. K O
SK
I, D
IR
EC
TO
R O
F
PU
BL
IC
W O
R
KS
S.
B
AC
H
, C H
IE
F
O F
EN
G
IN
EE
R
AI
R
C H
IL
LE
D W
AT
ER
LI
N
ES
B
LD
G
T O
PR
O
PO
SE
D P
LA
N
4-
N
S
W E
W
30" RCP
BITUMINOUS
PARKING LOT
GRATE=577.81
INV=572.18 (S)
INV=573.67 (NE)
VERT PIPE
4" DIP
GRATE=576.80
INV=575.04
INV=574.78
G
G T
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
UE UE UE UE UE
36" RCP
48" RCP
36" RCP
" R
CP
36" RCP
" D
IP
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
RIM=577.02
RIM=578.34
INV=571.29 (W)
INV=571.74 (N)
INV=571.25 (E)
RIM=578.57
INV=572.12 (E)
INV=572.19 (W)
RIM=577.86
INV=568.08 (W)
INV=574.47 (N)
INV=568.23 (E)
INV=568.07 (N)
INV=568.02 (E)
INV=570.26
INV=574.96 (N)
DOOR SILL=577.25 DOOR SILL=577.09 DOOR SILL=577.21 DOOR SILL=577.43
DOOR SILL=577.20
DOOR SILL=577.26
TBM-1
579.59
TBM-2
578.97
EX. P.C.C.
PARKING LOT
PDC, TYP.
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
W
W
W
W W
W W W W W
G G G G G G G G G G G G G G G G G G G G G G G G
UE UE
UE
UE
UE
UE
103+0
104+00
105+00
106+00
203+0
204+00
205+00
206+00
10" PVC - 327'
10" PVC - 326'
10" PVC - 82'
M
AT
CH
L
IN
E
ST
A
- 2
+0 7.
M
AT
CH
L
IN
E
ST
A
- 2
+0 8.
7.
(E
G.
9.
(F
L)
7.
(E
G.
9.
(F
L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
8.
(E
G)
9.
(F L)
7.
(E
G.
9.
(F
L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G.
9.
(F
L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G.
9.
(F
L)
10" PVC - 327'
10" DIA FITTING
HORIZ ANGLE=45°
VERT ANGLE=0°
D
AT
E
AP
PR
M
AR
K D
ES
C
R
IP
TI
O
N
SU
BM
IT
TE
D B
Y:
IS
SU
E D
AT
E:
PR
O
JE
C
T N
O
D R
AW
IN
G N
O
U .S
. A R
M Y
G
AR
R
IS
O N
R
O C
K
IS
LA
N
D A
R
SE
N
AL
D
IR
EC
TO
R
AT
E O
F
PU
BL
IC
W O
R
KS
R O
C K
IS
LA
N D
, I L
9-
2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
EXISTING GROUND
SCALE:
HORIZ: 1" = 20'
VERT: 1" = 4'
CHILLED WATER LINE #1 PROFILE
CHILLED WATER LINE #1
STA 200+00.00 TO 207+28.57
CHILLED WATER LINE #2
TRENCH ALIGNMENT
STA 100+00.00 TO 107+24.30
NOTE:
1.) BOTH CHILLED WATER LINE PIPES SHALL
MATCH IN ELEVATION IN RELATION TO
THE PROFILE.
SOUTH AVENUE
10" P�C�C� PAVEMENT
PARKING LOT
PRK144
HMA PAVEMENT
D.05
-0
/3
0/
D
ES
IG
N
ED
B Y:
M . S
U
LL
IV
AN
D R
AW
N
B Y:
M . S
U
LL
IV
AN
C H
EC
KE
D B
Y:
S.
B
AC
H
AP
PR
O
VE
D B
Y:
G
. K O
SK
I, D
IR
EC
TO
R O
F
PU
BL
IC
W O
R
KS
S.
B
AC
H
, C H
IE
F
O F
EN
G
IN
EE
R
AI
R
C H
IL
LE
D W
AT
ER
LI
N
ES
B
LD
G
T O
PR
O
PO
SE
D P
LA
N
4-
N
S
W E
INV=575.26 (N)
INV=575.23 (S)
RIM=577.56GRATE=577.72
INV=574.78
16"
48" RCP
" R
CP
12" RCP
12" RCP
W W W W W W W W W W W
W W
W W
W W
UE UE UE UE UE UE UEW W W W W W W W W W W W W W W W W W W
W
W W W W
UE UE UE UE UE UE UE UE UE UE UE UE UE
G G
W W
W W W W W W W W W W W W W W
36" BRICK TUNNEL
48" RCP
" R
CP
12" RCP48" RCP
" R
CP
48" RCP
" R
CP
36" RCP
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
RIM=577.34
INV=567.46 (W)
INV=567.43 (E)
INV=574.50 (N)
INV=573.76 (NW)
RIM=577.23
INV=566.84 (W)
INV=572.73 (E)
INV=566.48 (SE)
RIM=577.48
INV=568.07 (W)
INV=574.04 (N)
INV=567.78 (E)
INV=574.11 (SW)
RIM=577.86
INV=568.08 (W)
INV=574.47 (N)
INV=568.23 (E)
RIM=578.02
INV=569.81 (W)
INV=568.07 (N)
INV=568.02 (E)
TBM-3
579.60
DOOR SILL=577.96
CONCRETE
PDC, TYP.
SIDEWALK
SIDEWALK
EXPOSED
PIPES
GRATE=577.48
INV=575.46
GRATE=576.75
INV=574.37
6" DIP
UT UT UT UT UT UT UT UT UT UT UT UT UT
U T
U T
UT UT UT UT UT UT UT UT UT UT UT UT UT
U T
U T
G G G G G G G G G G G G G G G G G G G G G G
UE
UE
UE
105+00
106+00
7+
7+
7+
205+00
206+00
7+
10" PVC - 327'
10" PVC - 326' 10" PVC - 26'
10" PVC - 24'
10" PVC - 7'
10" PVC - 7'
10" PVC - 13'10" PVC - 13'
10" PVC - 7'10" PVC - 7'
10" PVC - 9'
10" PVC - 7'
10" PVC - 8'
10" PVC - 7'
M
AT
CH
L
IN
E
ST
A
- 2
+0 8.
7.
(E
G.
9.
(F
L)
7.
(E G)
9.
(F
L)
7.
(E
G.
9.
(F
L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G)
9.
(F L)
7.
(E
G.
5.
(F
L)
7.
(E
G)
1.
(F L)
10" PVC - 26'
10" PVC - 7'
10" PVC - 13'
10" DIA FITTING
HORIZ ANGLE=90°
VERT ANGLE=0°
10" DIA FITTING
HORIZ ANGLE=0°
VERT ANGLE=45°
10" DIA FITTING
HORIZ ANGLE=0°
VERT ANGLE=45°
10" DIA FITTING
HORIZ ANGLE=0°
VERT ANGLE=45°
10" DIA FITTING
HORIZ ANGLE=0°
VERT ANGLE=45°
10" PVC - 7'
10" PVC - 9' 10" PVC - 2'
10" PVC - 7'
10" DIA FITTING
HORIZ ANGLE=0°
VERT ANGLE=90°
10" DIA FITTING
HORIZ ANGLE=0°
VERT ANGLE=90°
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EXISTING GROUND
NOTE:
1.) BOTH CHILLED WATER LINE PIPES SHALL
MATCH IN ELEVATION IN RELATION TO
THE PROFILE.
2.) WATER MAIN IS DEFLECTED FROM
STATION 206+52.44 TO 206+77.22 TO
ACCOMMODATE THE EXISTING 48" RCP
STORM SEWER.
CHILLED WATER LINE #1 PROFILESCALE:
HORIZ: 1" = 20'
VERT: 1" = 4'
14" PVC - 348'
CHILLED WATER LINE #1
STA 200+00.00 TO 207+28.57
CHILLED WATER LINE #2
TRENCH ALIGNMENT
STA 100+00.00 TO 107+24.30
SOUTH AVENUE
10" P�C�C� PAVEMENT
PARKING LOT
PRK154
P�C�C� PAVEMENT
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G BASIC MECHANICAL ABBREVIATIONS
MARK DESCRIPTION MARK DESCRIPTION
AS AIR SEPARATOR
BOD BOTTOM OF DUCT
CW CHILLED WATER
CWCC CHILLER - WATER COOLED
CWP CHILLED WATER PUMP
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
EX.D EXHAUST DUCT
EXP EXPOSED
ET EXPANSION TANK
FA FROM ABOVE
FB FROM BELOW
FBF FROM BELOW FLOOR
L LOUVER
MA.D MAKE-UP AIR DUCT
NC NEW CONNECTION
TA TO ABOVE
TB TO BELOW
TBF TO BELOW FLOOR
PRESENT EQUIPMENT AND
CONSTRUCTION NOTES
SYMBOL DESCRIPTION
NC
NEW CONNECTION TO PRESENT PIPING, DEVICE, MANHOLE,
SEWER, DUCT, WIRING, EQUIPMENT, ETC. INSTALL, TEST,
COVER, PAINT, ETC., SAME AS NEW WORK. IF IN SEWER
MANHOLE, PROVIDE FLOW CHANNEL IN BOTTOM.
P
TO REMAIN UNCHANGED. IF CHANGE CANNOT BE AVOIDED,
CHANGE "P" TO "PXR", AT NO INCREASE IN CONTRACT PRICE.
VERIFY LOCATION.
PX
TO BE COMPLETELY REMOVED, INCLUDING UNNEEDED
CONNECTIONS, PIPING, DUCTS, WIRING, BASES, ETC. OF
EVERY KIND. OTHER DISTURBED WORK OF EVERY KIND
RESTORED, PATCHED, TESTED, COVERED, PAINTED, ETC. TO
EQUAL ORIGINAL CONDITION. REMOVED MATERIALS MUST
NOT BE REUSED UNLESS OTHERWISE SPECIFIED OR DIRECTED
BY ARCHITECT.
M-002
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KEYNOTES
1 REMOVE EXISTING TWO (2) GATE VALVE AND PROVIDE FOUR (4) BLIND FLANGES .
EXISTING PIPING TO BE ABANDONED IN PLACE. REMOVE AND DISPOSE OF EXISTING WATER
IN THE UNDERGROUND PIPING. FILL ABANDONED PIPING WITH FLOWABLE CONCRETE PRIOR
TO INSTALLING THE FLANGES.
SAWCUT AND REMOVE FLOOR AS REQUIRED TO EXCAVATE FOR THE NEW PIPING
INSTALLATION. PATCH THE FLOOR TO MATCH EXISTING. DOWEL THE REPAIR INTO THE
EXISTING FLOOR. ORIGINAL DESIGN DRAWINGS SHOW A 6” CONCRETE FLOOR WITH #3 @ 10”
EACH WAY.
CHANGE FROM CARBON STEEL TO UNDERGROUND PIPING SYSTEM (PVC) AT 2' ABOVE THE
FLOOR. PROVIDE BUTTERFLY VALVES IN THE CARBON STEEL PIPING WITHIN 5 FT OF THE
FLOOR ELEVATION.
PROVIDE MANUAL AIR VENT AT THE TOP OF EACH PIPING RISER.
EXISTING PIT WITH GRATING. REMOVE PIPING FROM THE BOTTOM OF THE PIT TO THE ELBOW
AT THE TOP OF THE RISER. PROVIDE NEW SLEEVES THROUGH THE EXTERIOR WALL AS
REQUIRED FOR THE NEW PIPING. CHANGE FROM THE UNDERGROUND CARRIER PIPE (PVC)
TO CARBON STEEL PIPING AT 2 FT ABOVE THE GRATING. PROVIDE A 10” BUTTERFLY VALVE IN
EACH RISER. REDUCE TO 8” PIPING AT THE INLET TO THE EXISTING ELBOW. PROVIDE
SUPPORTS FOR VERTICAL PIPING.
INSTALL NEW FLOW METER PER THE MANUFACTURER'S RECOMMENDATION IN THE NEW
CHILLED WATER RETURN PIPING. BASIS OF DESIGN IS ONICON MODEL FT-3500. CONNECT THE
OUTPUT TO THE EXISTING DELTA DDC CONTROL SYSTEM. REVISE SYSTEM GRAPHICS AS
REQUIRED.
INSTALL NEW TEMPERATURE SENSOR IN THE NEW CHILLED WATER RETURN PIPING.
CONNECT THE OUTPUT TO THE EXISTING DELTA DDC CONTROL SYSTEM. REVISE SYSTEM
GRAPHICS AS REQUIRED.
INSTALL NEW FLOW METER PER THE MANUFACTURER'S RECOMMENDATIONS IN THE
EXISTING CHILLED WATER RETURN PIPING. BASIS OF DESIGN IS ONICON MODEL FT-3500.
CONNECT THE OUTPUT TO THE EXISTING DELTA DDC CONTROL SYSTEM. REVISE SYSTEM
GRAPHICS AS REQUIRED.
INSTALL NEW TEMPERATURE SENSOR IN THE EXISTING CHILLED WATER RETURN PIPING.
CONNECT THE OUTPUT TO THE EXISTING DELTA DDC CONTROL SYSTEM. REVISE SYSTEM
GRAPHICS AS REQUIRED.
GENERAL NOTES
1. THIS CONTRACTOR IS RESPONSIBLE FOR DRAINING
THE CHILLED WATER SYSTEM AS REQUIRED TO
PERFORM HIS WORK.
2. THE EXISTING CHILLED WATER SYSTEM WAS 30%
ETHYLENE GLYCOL IN THE RECENT PAST. TRACE
LEVELS MAY STILL BE PRESENT.
3. THIS CONTRACTOR SHALL FLUSH AND CLEAN THE
NEW PIPING AS REQUIRED.
4. THIS CONTRACTOR SHALL PROVIDE A SUFFICIENT
QUANTITY OF ETHYLENE GLYCOL TO RAISE THE
CONCENTRATION LEVEL TO 30%. THE EXISTING
SYSTEM HAS AN ESTIMATED VOLUME OF 16,900
GALLONS.
5. CHEMICAL TREATMENT OF THE CHILLED WATER
SYSTEM IS NOT PART OF THIS CONTRACT.
M-101
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1 2 3 4 5 6 7 8 9 10
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CWP-114-1-4-P CWP-114-1-3-P
CWP-114-1-2-P CWP-114-1-1-P
6" CWR-P-TA
6" CWR-P-FA
10" CWS-P-FA
℄ 7'8-1/2" AFF
10" CWS-P-TA
8" CWS-P-TA
8" CWR-P-FA
8" CWR-P-FB-TA
8" CWS-P-FA-TB
8" CWS-P-FA-TB
8" CWR-P-FB-TA
SEE SECTIONS 1 AND 2 FOR DEMOLITION
M104
M104
M105
M105
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE 1/4" = 1'0"
M-102
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