W9128F-22-R-0053_DWGs.pdf
PDF 13 MB Posted
- Attached to
- ADAL Fitness Center Schriever AFB, CO
- Solicitation number
- W9128F22R0053
About this file
This document provides details for a federal construction contract opportunity for an ADAL Fitness Center at Schriever Air Force Base in Colorado. The project scope involves adding 5,319 square meters and altering 806 square meters of an existing fitness center to provide adequate facilities. Work includes constructing an indoor running track, multi-use courts, fitness areas, locker rooms, and support spaces. The contract is set aside for 8(a) small businesses and has an anticipated value between $25-100 million. A site visit will be included and the selected offeror will be required to commence work within 10 days of the notice to proceed and complete construction within an estimated 1095 calendar days. The award will be a firm-fixed-price contract determined by evaluating proposals based on the criteria in the forthcoming solicitation to identify the best overall value to the government.
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Other files
| File | Type | Posted |
|---|---|---|
| Solicitaion - ADAL Fitness Center 12 April 22.pdf | ||
| W9128F-22-R-0053_SPECS.pdf |
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Text version
US Army Corps of Engineers ®
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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OMAHA DISTRICT
W9128F-19-D-0005
28 JULY 2021
ADAL FITNESS CENTER (FY 20)
SCHRIEVER AIR FORCE BASE, COLORADO
PROJECT NO.: GLEN 04-3013
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
1. INSTALL BLOCKING WITHIN PARTITIONS AS REQUIRED FOR INSTALLATION OF WALL-MOUNTED CABINETS, MONITORS, TOILET ACCESSORIES, WALL STOPS, MARKER BOARDS, DIRECTORIES, AND MISCELLANEOUS
ITEMS.
EARTH
1. THESE LEGENDS ARE COMPOSED OF STANDARD
SYMBOLS AND ARE PERTINENT TO THE CONDITIONS IN THIS
SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET
MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE
SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON
THIS SHEET.
CONCRETE
CRUSHED ROCK
GRAVEL
CONCRETE MASONRY UNITS (PLAN)
AS INDICATED
AS INDICATED
BRICK
WOOD (ROUGH)
WOOD (FINISH)
PLYWOOD
METAL
GYPSUM WALLBOARD AS INDICATED
PLASTER AS INDICATED
RIGID INSULATION
BLANKET INSULATION
GLASS (ELEVATION)
GLASS (LARGE SCALE SECTION)
WOOD STUD PARTITION
METAL STUD PARTITION
CONCRETE MASONRY UNITS
(SECTION)
1A
A
A-401
SHEET NUMBERS OMITTED IF SECTION IS CUT
AND DETAILED ON SAME DRAWING.
NORTH
N
ROOM NAME / NUMBER
DOOR NUMBER
XXXX
WINDOW TYPE
XX WALL TYPE WITH
WALL HEIGHT
REVISION NUMBER
SECTION NUMBER
SHEET NUMBER OF DRAWING
WHERE SECTION IS SHOWN
A4.01
DIRECTION OF SIGHT
OF ELEVATION ON PLAN
SHEET NUMBER OF DRAWING
WHERE ELEVATION IS SHOWN
DIRECTION OF SIGHT
OF ELEVATION ON PLAN
SHEET NUMBER OF DRAWING
WHERE ELEVATION IS SHOWN
X
ROOM NAME
XX
XX KEY NOTE
STANDARD NORTH ARROWS
SECTION IDENTIFICATION
ELEVATION IDENTIFICATION
LEGEND NOTES:
ARCHITECTURAL LEGENDARCHITECTURAL SYMBOLS
10'-0"
A-501
GENERAL NOTES
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON
THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO
INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEETS.
LEGEND NOTES
1. SHEET NUMBERS:
INDEX LEGEND
A - 1 0 1
DISCIPLINE DESIGNATOR (ARCH, STRUCT, MECH, ELEC, ETC.)
SHEET TYPE DESIGNATOR; FOR EXAMPLE 1 WOULD BE FLOOR PLANS, 2
ELEVATIONS, 3 SECTIONS, ETC.
(SEE A/E/C CADD STANDARDS)
SHEET REFERENCE NUMBER
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SCHEDULE OF DRAWINGS
SHEET # SHEET NAME
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 BASE MAP
G-301 PHASING PLAN
CIVIL
V-100 TOPOGRAPHIC SURVEY
CD100 REMOVAL PLAN
C-101 SITE PLAN
C-102 UTILITY PLAN
C-401 GRADING PLAN
L-101 LANDSCAPE PLAN
ARCHITECTURAL
AD101 B-122 AND T-135 DEMOLITION PLANS
AD102 FIRST FLOOR DEMOLITION PLAN
A-100 COMPOSITE FLOOR PLANS
A-101 FIRST FLOOR PLAN - AREA A
A-102 FIRST FLOOR PLAN - AREA B
A-112 SECOND FLOOR PLAN - AREA B
A-120 ROOF PLAN
A-130 SPECIAL WALL AND SECURITY PLANS
A-200 EXTERIOR ELEVATIONS
A-300 BUILDING SECTIONS
F-101 FINISHES PLANS
I-100 COMPOSITE FURNITURE PLANS
I-101 FIRST FLOOR FURNITURE PLAN - AREA A
I-102 FIRST FLOOR FURNITURE PLAN - AREA B
I-112 SECOND FLOOR FURNITURE PLAN - AREA B
I-201 FIRST FLOOR EQUIPMENT PLAN - AREA B
E N
O C
H R
D
IRWIN RD
FALCON PARKWAY
BELTWAY
HAHN A
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KEPLER AVE
IRWIN AVE
BLUE RD
HUBBLE AVE
OMALLEY AVE
LA
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FISHER CIRCLEHARTINGER CIRCLE
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PFINGSTON WAY
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BARNES STREET
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400401
301 300
CT-34
CT-4
901CT-7
CT-33
CT-5
711 704
T-655
T-135
AT&T
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
US Army Corps of Engineers ®
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CONTRACTOR
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BASE VISITOR
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PROJECT LOCATION
B120
ADAL FITNESS CENTER
WEST
ENTRY
CONTROL
GATE
NORTH ENTRY
CONTROL GATE
EXCAVATED EARTH STOCK PILE
LOCATION, IF REQUIRED
UP
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
1 2 3 4 5 6
A A
B B
C C
D D
E E
F F
GYMNASIUM
119A
STORAGE
ELECT./
COMM.
MECH.
FITNESS
ASSESSMENT
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STOR./
LAUNDRY
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DV
MEN
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DV
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WOMEN
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WOMEN
SHOWERS
STOR./
LAUNDRY
MECH.
CORR.
S01
STAIR
STOR. 153
ELECT.
MECH.
GYMNASIUM
FITNESS
AREA
S03
STAIR
GYMNASIUM
STOR.
GROUP
EXERCISE
ROOM
RACQUETBALL
COURT
E01
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LOBBY
MEN
SHOWERS
MECH.
MEN
LOCKERS
WOMEN
CONTROL
COUNTER
VEST.
S02
STAIR
1 2 3 4 5 6
A A
B B
C C
D D
E E
F F
AEROBIC
ROOM
RACQUETBALL
GENERAL
FITNESS
ROOM
GYMNASIUM
119A
STORAGE
CARDIOVASCULAR
ROOM
WEIGHT
ROOM
MECH. 106
MEN
WOMEN
LOBBY
GENERAL
OFFICE
MECHANICAL
ELECT./COMM.
STOR./LAUNDRY
MANAGER
OFFICE
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3/64" = 1'-0"
PHASING PLAN - NEW FLOOR PLAN
3/64" = 1'-0"
PHASING PLAN - EXISTING FLOOR PLAN
NO WORK
- USE AS TEMP. FITNESS
EQUIPMENT SPACE DURING
PHASES 2 & 3 WORK
NO WORK
- USE AS TEMP. FITNESS
EQUIPMENT SPACE DURING
PHASES 2 & 3 WORK
NN
0 8' 16' 32' 48'0 8' 16' 32' 48'
THIS ENTRANCE AND WALKWAY MUST BE OPEN AND USABLE
AT ALL TIMES DURING PHASES 1 AND 2 WORK
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TOPOGRAPHIC SURVEY FIELD WORK DONE IN OCTOBER 2020
SH
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AutoCAD SHX Text
INDOOR RUNNING TRACK SINGLE STORY METAL FRAME WITH TENT-LIKE COVERING
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MAIN FITNESS CENTER TWO STORY METAL AND CONCRETE BUILDING
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PHYSICAL THERAPY BUILDING SINGLE STORY WITH WOOD SIDING
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GRASS
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FALCON PKWY
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GRAVEL
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RIP-RAP
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ASPHALT
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ASPHALT
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CONCRETE
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GRASS
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GRAVEL
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GRAVEL
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GRASS
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GRAVEL
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GRASS
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GRASS
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DIRT
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ASPHALT
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CONC.
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CONC.
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GRAVEL
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GRAVEL
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CONC.
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CONC.
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STORAGE UNIT
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STORAGE UNIT
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STORAGE UNIT
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TRASH ENCLOSURE
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BILLBOARD
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BILLBOARD
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BIKE REPAIR STATION
AutoCAD SHX Text
STEPS
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BALANCE BEAM
AutoCAD SHX Text
2" ALUMINUM CAP, BLANK
AutoCAD SHX Text
3/4" BRASS TAG, LS 16828
AutoCAD SHX Text
NAIL WITH 1" BRASS WASHER, PLS 16828
AutoCAD SHX Text
LIGHT POLE BASE, NO LIGHT INSTALLED, TYP.
AutoCAD SHX Text
6" DIAMETER PIPE RISER WITH CAP (UNKNOWN DESTINATION)
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text H.C.
AutoCAD SHX Text PROJECT CONTROL CONTROL POINT #1: 5/8" X 24" REBAR WITH A 1 1/4" ORANGE PLASTIC CAP, STAMPED: "CONTROL POINT" N: 1357585.222 LAT: 38 48'39.978561"N 1357585.222 LAT: 38 48'39.978561"N LAT: 38°48'39.978561"NE: 3277294.212 LONG: 104°31'36.608988"W 3277294.212 LONG: 104°31'36.608988"W LONG: 104°31'36.608988"W EL: 6312.95 6312.95 NGS BENCHMARK Y 76, 3.5" BRASS DISK STAMPED "Y 76 1935" IN CONCRETE PUBLISHED EL = 6131.884 HORIZONTAL DATUM NORTH AMERICAN DATUM OF 1983 (2011); COLORADO STATE PLANE, CENTRAL *PROJECT IS IN MODIFIED STATE PLANE COORDINATES. TO ACHIEVE GRID COORDINATES AND GRID DISTANCES SCALE ENTIRE PROJECT BY 0.999649736 FROM THE CP #1 AT PROJECT LOCATION COORDINATES. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID MODEL: 12AUS
AutoCAD SHX Text 6291.35
AutoCAD SHX Text 6291.32
AutoCAD SHX Text 6291.79
AutoCAD SHX Text 6292.16
AutoCAD SHX Text D
AutoCAD SHX Text STORM INLET #1026 RIM=6292.33' IE(N)(6" PVC)=6287.78 IE(SE)(18" RCP)=6287.07 IE(S)(6" PVC)=6287.78 IE(W)(12" RCP)=6287.07
AutoCAD SHX Text 6293.50
AutoCAD SHX Text 6292.46
AutoCAD SHX Text 6294.60
AutoCAD SHX Text 6296.21
AutoCAD SHX Text 6296.55
AutoCAD SHX Text 6296.91
AutoCAD SHX Text 6296.56
AutoCAD SHX Text 6296.87
AutoCAD SHX Text 6296.83
AutoCAD SHX Text 6296.77
AutoCAD SHX Text 6297.35
AutoCAD SHX Text 6297.32
AutoCAD SHX Text 6297.77
AutoCAD SHX Text 6297.69
AutoCAD SHX Text 6297.32
AutoCAD SHX Text 6297.15
AutoCAD SHX Text 6294.97
AutoCAD SHX Text 6295.03
AutoCAD SHX Text 6296.45
AutoCAD SHX Text 6296.88
AutoCAD SHX Text 6296.02
AutoCAD SHX Text 6296.43
AutoCAD SHX Text 6296.03
AutoCAD SHX Text 6295.63
AutoCAD SHX Text 6294.03
AutoCAD SHX Text 6293.95
AutoCAD SHX Text 6293.56
AutoCAD SHX Text 6293.64
AutoCAD SHX Text 6293.89
AutoCAD SHX Text 6293.97
AutoCAD SHX Text 6295.09
AutoCAD SHX Text 6295.46
AutoCAD SHX Text 6295.47
AutoCAD SHX Text 6295.30
AutoCAD SHX Text 6294.90
AutoCAD SHX Text 6294.52
AutoCAD SHX Text D
AutoCAD SHX Text
STORM INLET #1131 RIM=6295.08' IE(S)(18" RCP)=6288.67
AutoCAD SHX Text 6295.15
AutoCAD SHX Text 6295.53
AutoCAD SHX Text 6294.40
AutoCAD SHX Text 6294.31
AutoCAD SHX Text 6294.61
AutoCAD SHX Text 6294.68
AutoCAD SHX Text 6295.96
AutoCAD SHX Text 6295.59
AutoCAD SHX Text 6295.84
AutoCAD SHX Text 6296.26
AutoCAD SHX Text 6294.84
AutoCAD SHX Text 6294.72
AutoCAD SHX Text 6294.66
AutoCAD SHX Text 6294.76
AutoCAD SHX Text 6295.83
AutoCAD SHX Text 6295.43
AutoCAD SHX Text 6295.05
AutoCAD SHX Text 6295.46
AutoCAD SHX Text 6294.76
AutoCAD SHX Text 6294.63
AutoCAD SHX Text D
AutoCAD SHX Text
STORM INLET #1166 RIM=6295.11' IE(N)(12" PVC)=6289.36 IE(S)(18" RCP)=6289.94
AutoCAD SHX Text 6294.90
AutoCAD SHX Text 6295.49
AutoCAD SHX Text 6295.07
AutoCAD SHX Text 6295.31
AutoCAD SHX Text 6295.94
AutoCAD SHX Text 6296.81
AutoCAD SHX Text 6296.26
AutoCAD SHX Text 6296.09
AutoCAD SHX Text 6297.53
AutoCAD SHX Text 6297.29
AutoCAD SHX Text 6296.71
AutoCAD SHX Text 6297.12
AutoCAD SHX Text 6294.09
AutoCAD SHX Text 6294.18
AutoCAD SHX Text 6291.65
AutoCAD SHX Text 6293.16
AutoCAD SHX Text 6293.01
AutoCAD SHX Text 6294.44
AutoCAD SHX Text 6294.63
AutoCAD SHX Text 6296.05
AutoCAD SHX Text 6295.97
AutoCAD SHX Text 6297.20
AutoCAD SHX Text 6297.08
AutoCAD SHX Text 6297.76
AutoCAD SHX Text 6298.11
AutoCAD SHX Text 6297.59
AutoCAD SHX Text 6297.19
AutoCAD SHX Text 6297.05
AutoCAD SHX Text 6297.17
AutoCAD SHX Text 6297.23
AutoCAD SHX Text 6298.22
AutoCAD SHX Text 6297.68
AutoCAD SHX Text 6298.04
AutoCAD SHX Text 6298.75
AutoCAD SHX Text 6299.84
AutoCAD SHX Text 6299.97
AutoCAD SHX Text 6299.99
AutoCAD SHX Text 6300.04
AutoCAD SHX Text 6301.29
AutoCAD SHX Text 6301.37
AutoCAD SHX Text 6300.98
AutoCAD SHX Text 6299.96
AutoCAD SHX Text 6298.15
AutoCAD SHX Text 6298.16
AutoCAD SHX Text 6298.32
AutoCAD SHX Text 6299.77
AutoCAD SHX Text 6300.00
AutoCAD SHX Text 6301.17
AutoCAD SHX Text 6301.27
AutoCAD SHX Text 6301.65
AutoCAD SHX Text 6301.49
AutoCAD SHX Text
FINISH FLOOR 6302.12
AutoCAD SHX Text 6301.50
AutoCAD SHX Text 6302.06
AutoCAD SHX Text 6301.25
AutoCAD SHX Text 6300.15
AutoCAD SHX Text 6299.99
AutoCAD SHX Text 6297.46
AutoCAD SHX Text 6298.01
AutoCAD SHX Text 6298.29
AutoCAD SHX Text 6297.75
AutoCAD SHX Text 6297.85
AutoCAD SHX Text 6296.59
AutoCAD SHX Text 6297.05
AutoCAD SHX Text 6296.00
AutoCAD SHX Text 6296.53
AutoCAD SHX Text 6295.72
AutoCAD SHX Text 6296.30
AutoCAD SHX Text 6296.77
AutoCAD SHX Text 6296.19
AutoCAD SHX Text 6298.59
AutoCAD SHX Text 6298.02
AutoCAD SHX Text 6298.40
AutoCAD SHX Text 6297.84
AutoCAD SHX Text 6297.47
AutoCAD SHX Text 6298.00
AutoCAD SHX Text 6297.58
AutoCAD SHX Text 6297.09
AutoCAD SHX Text 6296.51
AutoCAD SHX Text 6297.13
AutoCAD SHX Text 6296.65
AutoCAD SHX Text 6296.17
AutoCAD SHX Text 6297.08
AutoCAD SHX Text 6296.57
AutoCAD SHX Text 6295.84
AutoCAD SHX Text 6296.39
AutoCAD SHX Text 6295.70
AutoCAD SHX Text 6296.26
AutoCAD SHX Text 6296.68
AutoCAD SHX Text 6296.11
AutoCAD SHX Text 6295.72
AutoCAD SHX Text 6296.22
AutoCAD SHX Text 6295.88
AutoCAD SHX Text 6296.02
AutoCAD SHX Text 6296.47
AutoCAD SHX Text 6296.75
AutoCAD SHX Text 6296.34
AutoCAD SHX Text 6296.71
AutoCAD SHX Text 6297.15
AutoCAD SHX Text 6297.10
AutoCAD SHX Text 6297.55
AutoCAD SHX Text 6298.37
AutoCAD SHX Text 6297.99
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text E
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AutoCAD SHX Text E
AutoCAD SHX Text 6297.88
AutoCAD SHX Text 6299.08
AutoCAD SHX Text 6299.10
AutoCAD SHX Text 6299.14
AutoCAD SHX Text 6301.37
AutoCAD SHX Text 6301.36
AutoCAD SHX Text 6301.39
AutoCAD SHX Text 6301.44
AutoCAD SHX Text 6301.38
AutoCAD SHX Text 6301.89
AutoCAD SHX Text 6301.88
AutoCAD SHX Text 6302.00
AutoCAD SHX Text 6301.88
AutoCAD SHX Text 6301.87
AutoCAD SHX Text 6301.71
AutoCAD SHX Text 6301.66
AutoCAD SHX Text 6301.62
AutoCAD SHX Text 6301.76
AutoCAD SHX Text 6301.64
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FINISH FLOOR 6304.47
AutoCAD SHX Text 6301.45
AutoCAD SHX Text 6296.99
AutoCAD SHX Text 6297.32
AutoCAD SHX Text 6298.02
AutoCAD SHX Text 6298.38
AutoCAD SHX Text 6299.07
AutoCAD SHX Text 6298.74
AutoCAD SHX Text D
AutoCAD SHX Text
STORM INLET #2708 RIM=6298.20' IE(NE)(18" RCP)=6294.74 IE(S)(18" RCP)=6294.74
AutoCAD SHX Text D
AutoCAD SHX Text
STORM INLET #2720 RIM=6298.75' IE(SW)(18" RCP)=6295.51
AutoCAD SHX Text 6298.78
AutoCAD SHX Text 6299.13
AutoCAD SHX Text S
AutoCAD SHX Text SANITARY MH #2729 RIM=6299.58' IE(N)(6" PVC PLUGGED)=6292.02 IE(NE)(6" PVC)=6292.24 IE(W)(6" PVC)=6291.32
AutoCAD SHX Text 6301.98
AutoCAD SHX Text 6298.58
AutoCAD SHX Text 6298.49
AutoCAD SHX Text 6296.59
AutoCAD SHX Text 6296.50
AutoCAD SHX Text 6297.52
AutoCAD SHX Text 6296.43
AutoCAD SHX Text 6296.30
AutoCAD SHX Text 6296.61
AutoCAD SHX Text 6295.92
AutoCAD SHX Text 6296.77
AutoCAD SHX Text 6296.01
AutoCAD SHX Text 6296.18
AutoCAD SHX Text 6295.99
AutoCAD SHX Text
FINISH FLOOR 6297.35
AutoCAD SHX Text 6297.69
AutoCAD SHX Text 6297.60
AutoCAD SHX Text 6296.15
AutoCAD SHX Text 6296.52
AutoCAD SHX Text 6294.22
AutoCAD SHX Text 6294.56
AutoCAD SHX Text 6292.17
AutoCAD SHX Text 6292.49
AutoCAD SHX Text D
AutoCAD SHX Text
STORM INLET #2862 RIM=6292.24' IE(E)(12" RCP)=6285.69
AutoCAD SHX Text 6292.53
AutoCAD SHX Text 6292.19
AutoCAD SHX Text 6290.01
AutoCAD SHX Text
30" RCP FES FL=6288.09'
AutoCAD SHX Text
30" RCP FES FL=6286.20'
AutoCAD SHX Text
18" RCP FL=6286.03'
AutoCAD SHX Text 6285.39
AutoCAD SHX Text 6285.45
AutoCAD SHX Text 6289.16
AutoCAD SHX Text 6284.65
AutoCAD SHX Text 6284.67
AutoCAD SHX Text 6288.69
AutoCAD SHX Text 6283.84
AutoCAD SHX Text 6283.87
AutoCAD SHX Text 6287.44
AutoCAD SHX Text 6286.15
AutoCAD SHX Text 6282.45
AutoCAD SHX Text 6282.35
AutoCAD SHX Text 6281.97
AutoCAD SHX Text 6282.04
AutoCAD SHX Text 6285.42
AutoCAD SHX Text 6284.57
AutoCAD SHX Text 6281.48
AutoCAD SHX Text 6281.49
AutoCAD SHX Text 6281.21
AutoCAD SHX Text 6281.20
AutoCAD SHX Text 6284.58
AutoCAD SHX Text
SQUARE AREA INLET #2961 RIM=6282.25' IE(E)(30" RCP)=6277.67
AutoCAD SHX Text SQUARE AREA INLET #2962 RIM=6282.33' IE(SE)(48" RCP)=6277.08 IE(W)(30" RCP)=6277.38
AutoCAD SHX Text 6285.04
AutoCAD SHX Text 6285.03
AutoCAD SHX Text 6286.36
AutoCAD SHX Text 6286.65
AutoCAD SHX Text 6287.00
AutoCAD SHX Text 6288.93
AutoCAD SHX Text 6288.79
AutoCAD SHX Text 6290.12
AutoCAD SHX Text 6290.69
AutoCAD SHX Text 6291.37
AutoCAD SHX Text 6291.71
AutoCAD SHX Text 6292.66
AutoCAD SHX Text 6292.32
AutoCAD SHX Text 6291.56
AutoCAD SHX Text 6290.93
AutoCAD SHX Text 6291.14
AutoCAD SHX Text 6291.41
AutoCAD SHX Text
18" RCP FES FL=6288.70'
AutoCAD SHX Text
18" RCP FES FL=6287.37'
AutoCAD SHX Text
30X42" RCP FES FL=6288.19'
AutoCAD SHX Text
18" RCP FES FL=6293.93'
AutoCAD SHX Text D
AutoCAD SHX Text
STORM INLET #3058 RIM=6296.02' IE(E)(30X42" RCP)=6289.47
AutoCAD SHX Text
12" HDPE FES FL=6296.36'
AutoCAD SHX Text
12" HDPE FES FL=6296.90'
AutoCAD SHX Text
18" RCP FES FL=6291.17'
AutoCAD SHX Text
18" RCP FES FL=6292.41'
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
CO
AutoCAD SHX Text 6298.90
AutoCAD SHX Text 6298.60
AutoCAD SHX Text 6298.77
AutoCAD SHX Text 6298.45
AutoCAD SHX Text 6297.21
AutoCAD SHX Text 6297.35
AutoCAD SHX Text 6298.66
AutoCAD SHX Text 6298.52
AutoCAD SHX Text 6298.73
AutoCAD SHX Text 6298.81
AutoCAD SHX Text 6299.32
AutoCAD SHX Text 6299.24
AutoCAD SHX Text 6301.54
AutoCAD SHX Text 6301.62
AutoCAD SHX Text 6299.41
AutoCAD SHX Text 6299.33
AutoCAD SHX Text E
AutoCAD SHX Text 6299.57
AutoCAD SHX Text 6299.67
AutoCAD SHX Text 6299.62
AutoCAD SHX Text 6299.67
AutoCAD SHX Text 6299.91
AutoCAD SHX Text 6299.95
AutoCAD SHX Text 6300.70
AutoCAD SHX Text 6301.78
AutoCAD SHX Text 6301.73
AutoCAD SHX Text 6299.91
AutoCAD SHX Text 6300.29
AutoCAD SHX Text 6299.88
AutoCAD SHX Text 6300.25
AutoCAD SHX Text 6301.01
AutoCAD SHX Text 6300.61
AutoCAD SHX Text 6300.60
AutoCAD SHX Text 6301.01
AutoCAD SHX Text 6301.66
AutoCAD SHX Text 6301.25
AutoCAD SHX Text 6301.16
AutoCAD SHX Text 6301.58
AutoCAD SHX Text 6302.74
AutoCAD SHX Text 6302.31
AutoCAD SHX Text 6302.39
AutoCAD SHX Text 6302.80
AutoCAD SHX Text 6305.30
AutoCAD SHX Text 6304.89
AutoCAD SHX Text 6304.81
AutoCAD SHX Text 6305.29
AutoCAD SHX Text 6308.34
AutoCAD SHX Text 6307.89
AutoCAD SHX Text 6307.96
AutoCAD SHX Text 6308.43
AutoCAD SHX Text 6308.83
AutoCAD SHX Text 6309.22
AutoCAD SHX Text 6309.60
AutoCAD SHX Text 6309.20
AutoCAD SHX Text 6309.14
AutoCAD SHX Text 6309.57
AutoCAD SHX Text 6310.29
AutoCAD SHX Text 6309.86
AutoCAD SHX Text 6310.28
AutoCAD SHX Text 6310.75
AutoCAD SHX Text 6311.28
AutoCAD SHX Text 6311.40
AutoCAD SHX Text 6310.75
AutoCAD SHX Text 6311.15
AutoCAD SHX Text 6310.96
AutoCAD SHX Text 6311.55
AutoCAD SHX Text 6312.65
AutoCAD SHX Text 6312.27
AutoCAD SHX Text 6312.78
AutoCAD SHX Text 6313.18
AutoCAD SHX Text 6313.22
AutoCAD SHX Text 6312.83
AutoCAD SHX Text 6312.36
AutoCAD SHX Text 6312.70
AutoCAD SHX Text 6312.17
AutoCAD SHX Text 6311.75
AutoCAD SHX Text 6311.18
AutoCAD SHX Text 6311.00
AutoCAD SHX Text 6311.00
AutoCAD SHX Text 6311.59
AutoCAD SHX Text 6311.80
AutoCAD SHX Text 6311.41
AutoCAD SHX Text 6311.17
AutoCAD SHX Text 6311.04
AutoCAD SHX Text 6311.61
AutoCAD SHX Text 6312.02
AutoCAD SHX Text 6311.63
AutoCAD SHX Text 6311.93
AutoCAD SHX Text 6312.33
AutoCAD SHX Text 6311.96
AutoCAD SHX Text 6311.57
AutoCAD SHX Text 6310.96
AutoCAD SHX Text 6311.40
AutoCAD SHX Text 6310.51
AutoCAD SHX Text 6310.42
AutoCAD SHX Text 6311.20
AutoCAD SHX Text 6311.54
AutoCAD SHX Text 6310.82
AutoCAD SHX Text 6311.25
AutoCAD SHX Text 6310.28
AutoCAD SHX Text 6310.25
AutoCAD SHX Text 6311.44
AutoCAD SHX Text 6311.95
AutoCAD SHX Text 6311.80
AutoCAD SHX Text 6311.37
AutoCAD SHX Text 6312.17
AutoCAD SHX Text 6312.56
AutoCAD SHX Text 6312.72
AutoCAD SHX Text 6313.04
AutoCAD SHX Text 6312.88
AutoCAD SHX Text 6312.49
AutoCAD SHX Text 6312.20
AutoCAD SHX Text 6312.58
AutoCAD SHX Text 6312.69
AutoCAD SHX Text 6312.08
AutoCAD SHX Text 6311.93
AutoCAD SHX Text 6311.53
AutoCAD SHX Text 6310.90
AutoCAD SHX Text 6311.29
AutoCAD SHX Text 6311.41
AutoCAD SHX Text 6310.95
AutoCAD SHX Text 6309.40
AutoCAD SHX Text 6309.80
AutoCAD SHX Text 6310.11
AutoCAD SHX Text 6309.69
AutoCAD SHX Text 6310.02
AutoCAD SHX Text 6310.42
AutoCAD SHX Text 6310.78
AutoCAD SHX Text 6310.37
AutoCAD SHX Text 6303.99
AutoCAD SHX Text 6310.35
AutoCAD SHX Text 6310.29
AutoCAD SHX Text 6303.95
AutoCAD SHX Text 6302.74
AutoCAD SHX Text 6301.65
AutoCAD SHX Text 6301.45
AutoCAD SHX Text 6301.48
AutoCAD SHX Text 6301.88
AutoCAD SHX Text 6301.45
AutoCAD SHX Text
FINISH FLOOR 6304.47
AutoCAD SHX Text 6312.87
AutoCAD SHX Text 6312.40
AutoCAD SHX Text 6311.53
AutoCAD SHX Text 6311.05
AutoCAD SHX Text 6311.96
AutoCAD SHX Text 6311.52
AutoCAD SHX Text 6311.55
AutoCAD SHX Text 6312.02
AutoCAD SHX Text 6311.09
AutoCAD SHX Text 6311.60
AutoCAD SHX Text 6312.39
AutoCAD SHX Text 6312.88
AutoCAD SHX Text 6313.79
AutoCAD SHX Text 6313.32
AutoCAD SHX Text 6313.84
AutoCAD SHX Text 6314.34
AutoCAD SHX Text 6314.18
AutoCAD SHX Text 6313.70
AutoCAD SHX Text 6313.28
AutoCAD SHX Text 6313.77
AutoCAD SHX Text 6313.38
AutoCAD SHX Text 6312.86
AutoCAD SHX Text 6312.60
AutoCAD SHX Text 6313.06
AutoCAD SHX Text 6313.24
AutoCAD SHX Text 6312.75
AutoCAD SHX Text 6312.48
AutoCAD SHX Text 6312.90
AutoCAD SHX Text 6313.34
AutoCAD SHX Text 6312.87
AutoCAD SHX Text 6313.29
AutoCAD SHX Text 6313.79
AutoCAD SHX Text 6314.18
AutoCAD SHX Text 6313.70
AutoCAD SHX Text 6314.37
AutoCAD SHX Text 6313.88
AutoCAD SHX Text 6313.33
AutoCAD SHX Text 6313.82
AutoCAD SHX Text 6293.05
AutoCAD SHX Text 6293.31
AutoCAD SHX Text 6291.92
AutoCAD SHX Text 6292.57
AutoCAD SHX Text 6292.93
AutoCAD SHX Text 6292.44
AutoCAD SHX Text 6293.11
AutoCAD SHX Text 6293.59
AutoCAD SHX Text 6294.59
AutoCAD SHX Text 6294.09
AutoCAD SHX Text 6294.87
AutoCAD SHX Text 6295.40
AutoCAD SHX Text 6296.07
AutoCAD SHX Text 6295.89
AutoCAD SHX Text 6295.53
AutoCAD SHX Text 6295.59
AutoCAD SHX Text 6295.00
AutoCAD SHX Text 6295.20
AutoCAD SHX Text 6294.69
AutoCAD SHX Text 6294.51
AutoCAD SHX Text 6294.47
AutoCAD SHX Text 6294.67
AutoCAD SHX Text 6295.06
AutoCAD SHX Text 6294.86
AutoCAD SHX Text 6295.57
AutoCAD SHX Text 6295.77
AutoCAD SHX Text 6296.68
AutoCAD SHX Text 6296.53
AutoCAD SHX Text 6297.87
AutoCAD SHX Text 6297.87
AutoCAD SHX Text 6299.10
AutoCAD SHX Text 6299.06
AutoCAD SHX Text 6301.07
AutoCAD SHX Text 6301.17
AutoCAD SHX Text 6303.43
AutoCAD SHX Text 6303.33
AutoCAD SHX Text 6305.04
AutoCAD SHX Text 6305.10
AutoCAD SHX Text 6306.32
AutoCAD SHX Text 6306.23
AutoCAD SHX Text 6306.79
AutoCAD SHX Text 6306.72
AutoCAD SHX Text 6306.82
AutoCAD SHX Text 6306.99
AutoCAD SHX Text 6306.98
AutoCAD SHX Text 6306.82
AutoCAD SHX Text 6306.80
AutoCAD SHX Text 6307.00
AutoCAD SHX Text 6306.72
AutoCAD SHX Text 6306.51
AutoCAD SHX Text 6306.60
AutoCAD SHX Text 6306.43
AutoCAD SHX Text 6306.28
AutoCAD SHX Text 6306.13
AutoCAD SHX Text 6305.81
AutoCAD SHX Text 6305.50
AutoCAD SHX Text 6305.22
AutoCAD SHX Text 6303.55
AutoCAD SHX Text 6301.40
AutoCAD SHX Text 6299.78
AutoCAD SHX Text 6296.53
AutoCAD SHX Text 6293.17
AutoCAD SHX Text 6291.14
AutoCAD SHX Text 6288.85
AutoCAD SHX Text 6286.34
AutoCAD SHX Text 6286.43
AutoCAD SHX Text 6289.14
AutoCAD SHX Text 6291.48
AutoCAD SHX Text 6293.15
AutoCAD SHX Text 6294.63
AutoCAD SHX Text 6297.09
AutoCAD SHX Text 6299.39
AutoCAD SHX Text 6301.32
AutoCAD SHX Text 6303.35
AutoCAD SHX Text 6304.10
AutoCAD SHX Text 6305.48
AutoCAD SHX Text 6305.99
AutoCAD SHX Text 6306.23
AutoCAD SHX Text 6306.24
AutoCAD SHX Text 6305.56
AutoCAD SHX Text 6305.57
AutoCAD SHX Text 6304.53
AutoCAD SHX Text 6304.68
AutoCAD SHX Text 6304.23
AutoCAD SHX Text 6304.16
AutoCAD SHX Text 6299.76
AutoCAD SHX Text 6299.53
AutoCAD SHX Text 6299.58
AutoCAD SHX Text 6300.62
AutoCAD SHX Text 6300.56
AutoCAD SHX Text 6301.78
AutoCAD SHX Text 6302.10
AutoCAD SHX Text 6300.99
AutoCAD SHX Text 6297.23
AutoCAD SHX Text 6301.18
AutoCAD SHX Text 6301.23
AutoCAD SHX Text 6302.06
AutoCAD SHX Text 6301.76
AutoCAD SHX Text 6301.43
AutoCAD SHX Text 6301.46
AutoCAD SHX Text 6301.53
AutoCAD SHX Text G
AutoCAD SHX Text 6297.16
AutoCAD SHX Text 6297.38
AutoCAD SHX Text 6297.38
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text 6301.90
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text
STOP
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
4" PVC FL=6299.92'
AutoCAD SHX Text 6297.17
AutoCAD SHX Text
6" PVC FL=6295.07' UNSURE OF ORIGIN
AutoCAD SHX Text
6" PVC FL=6295.06' UNSURE OF ORIGIN
AutoCAD SHX Text
6" PVC FL=6289.21' UNSURE OF ORIGIN
AutoCAD SHX Text
6" PVC FL=6289.21' UNSURE OF ORIGIN
AutoCAD SHX Text 6293.14
AutoCAD SHX Text 6292.96
AutoCAD SHX Text 6292.08
AutoCAD SHX Text 6292.50
AutoCAD SHX Text 6291.75
AutoCAD SHX Text 6291.95
AutoCAD SHX Text 6292.53
AutoCAD SHX Text 6293.22
AutoCAD SHX Text 6292.81
AutoCAD SHX Text 6293.57
AutoCAD SHX Text 6293.78
AutoCAD SHX Text 6293.40
AutoCAD SHX Text 6293.83
AutoCAD SHX Text 6293.23
AutoCAD SHX Text 6293.51
AutoCAD SHX Text 6293.23
AutoCAD SHX Text 6292.44
AutoCAD SHX Text 6292.17
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CONTROL POINT TABLE
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POINT #
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NORTHING
AutoCAD SHX Text 1357585.222
AutoCAD SHX Text 1357108.332
AutoCAD SHX Text 1357236.885
AutoCAD SHX Text 1357104.120
AutoCAD SHX Text 1357473.054
AutoCAD SHX Text 1357453.889
AutoCAD SHX Text 1357354.272
AutoCAD SHX Text 1357100.470
AutoCAD SHX Text 1357758.151
AutoCAD SHX Text 1357612.810
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EASTING
AutoCAD SHX Text 3277294.212
AutoCAD SHX Text 3277211.034
AutoCAD SHX Text 3277545.425
AutoCAD SHX Text 3277919.544
AutoCAD SHX Text 3277464.012
AutoCAD SHX Text 3277733.073
AutoCAD SHX Text 3277705.643
AutoCAD SHX Text 3277238.590
AutoCAD SHX Text 3277721.066
AutoCAD SHX Text 3277455.526
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ELEVATION
AutoCAD SHX Text 6312.94
AutoCAD SHX Text 6297.53
AutoCAD SHX Text 6299.92
AutoCAD SHX Text 6294.59
AutoCAD SHX Text 6310.35
AutoCAD SHX Text 6298.56
AutoCAD SHX Text 6301.83
AutoCAD SHX Text 6297.65
AutoCAD SHX Text 6299.59
AutoCAD SHX Text 6312.38
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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#5 REBAR WITH 1-1/4" ORANGE PLASTIC CAP STAMPED: "CONTROL POINT"
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AC UNIT
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AREA INLET SQUARE
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BENCH
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BOLLARD
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BOULDER
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BUSH
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CABLE MANHOLE
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CONIFEROUS TREE
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CONTINUE SYMBOL
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DECIDUOUS TREE
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ELECTRIC CONTROL BOX
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ELECTRIC MANHOLE
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ELECTRIC METER
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ELECTRIC PEDESTAL
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ELECTRIC PULLBOX
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ELECTRIC TRANSFORMER
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FIRE HYDRANT
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GAS METER
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HANDICAP SIGN
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HANDICAP SYMBOL
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IRRIGATION CONTROL VALVE
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IRRIGATION SPRINKLER HEAD
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LIGHT BUILDING MOUNTED
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LIGHT STREET
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LIGHT YARD
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MONUMENT FOUND
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SANITARY CLEANOUT
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SANITARY MANHOLE
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SIGN
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STOP SIGN
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STORM MANHOLE
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STORM PIPE END
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STRIPING ARROW LEFT
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STRIPING ARROW RIGHT
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VENT
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WATER VALVE
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WELL
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CO
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STOP
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LEGEND
AutoCAD SHX Text DIRT ROAD EDGE FLOW LINE STRIPING VEGETATION EDGE SANITARY LINE STORM LINE RETAINING WALL BUILDING OVERHANG HANDICAP RAMP
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CONTROL POINT
AutoCAD SHX Text H.C.
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TOPOGRAPHIC SURVEY
AutoCAD SHX Text LOCATED IN THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 14 SOUTH, RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF EL PASO, STATE OF COLORADO
AutoCAD SHX Text PROJECT CONTROL CONTROL POINT #1: 5/8" X 24" REBAR WITH A 1 1/4" ORANGE PLASTIC CAP, STAMPED: "CONTROL POINT" N: 1357585.222 LAT: 38 48'39.978561"N 1357585.222 LAT: 38 48'39.978561"N LAT: 38°48'39.978561"NE: 3277294.212 LONG: 104°31'36.608988"W 3277294.212 LONG: 104°31'36.608988"W LONG: 104°31'36.608988"W EL: 6312.95 6312.95 NGS BENCHMARK Y 76, 3.5" BRASS DISK STAMPED "Y 76 1935" IN CONCRETE PUBLISHED EL = 6131.884 HORIZONTAL DATUM NORTH AMERICAN DATUM OF 1983 (2011); COLORADO STATE PLANE, CENTRAL *PROJECT IS IN MODIFIED STATE PLANE COORDINATES. TO ACHIEVE GRID COORDINATES AND GRID DISTANCES SCALE ENTIRE PROJECT BY 0.999649736 FROM THE CP #1 AT PROJECT LOCATION COORDINATES. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID MODEL: 12AUS
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Kari Line
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GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
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SITE REMOVAL PLAN KEYNOTES:
1. REMOVE SIDEWALK.
2. REMOVE PAVEMENT.
3. REMOVE PAD.
4. DISCONNECT ALL UTILITIES FROM BUILDING T-135 AND REMOVE UTILITIES BACK TO NEAREST JUNCTION STRUCTURE. REMOVE ALL BUILDING SLABS, EDGING, ROCK, FOOTINGS, STEPS AND FOUNDATIONS COMPLETE.
5. DISCONNECT ALL UTILITIES FROM BUILDING B-122 AND REMOVE UTILITIES BACK TO NEAREST JUNCTION STRUCTURE. REMOVE ALL BUILDING SLABS, TRACK, FOOTINGS AND FOUNDATIONS COMPLETE. B-122 SHALL REMAIN FULLY OPERATIONAL UNTIL NEW FITNESS CENTER ADDITION AND NEW INDOOR RUNNING TRACK ARE OPERATIONAL CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS FROM EXISTING FITNESS CENTER TO B-122 AT
ALL TIMES DURING CONSTRUCTION.
6. REMOVE STEPS, RAILING AND WALLS.
7. REMOVE TRASH ENCLOSURE COMPLETE AND RECONSTRUCT CURB.
8. REMOVE CONCRETE CURB AND GUTTER.
9. REMOVE CLEANOUT AND REPLACE WITH MANHOLE, SEE UTILITY PLAN.
10. STORAGE UNIT TO BE RELOCATED ON-SITE BY CONTRACTOR. ACCESS TO STORAGE CONTAINERS MUST BE MAINTAINED DURING CONSTRUCTION. THE CONTRACTOR MAY RELOCATE THE STORAGE CONTAINERS UNDER THIS CONSTRUCTION CONTRACT TO A LOCATION OUT OF THE WAY OF CONSTRUCTION (AS DETERMINED BY THE GOVERNMENT DURING CONSTRUCTION); AT THE COMPLETION OF CONSTRUCTION, THE GOVERNMENT WILL RELOCATE THESE CONTAINTERS OFF-SITE OR WILL DISPOSE OF THEM OUTSIDE OF THIS CONSTRUCTION
CONTRACT.
11. REMOVE BOLLARD.
12. CONTRACTOR STAGING AREA.
13. REMOVE RETAINING WALL AND GRAVEL SURFACING.
14. REMOVE SIGN.
15. REMOVE VEGETATION, TREES, EDGING, MULCH AND CAP IRRIGATION.
16. REMOVE VEGETATION, TREES, EDGING, ROCK MULCH, RETAINING WALL AND IRRIGATION.
17. REMOVE VEGETATION, EDGING, ROCK MULCH AND IRRIGATION.
18. REMOVE LIGHT POLE BASE.
19. REMOVE OR RELOCATE IRRIGATION BOXES.
20. REMOVE ELECTRICAL PULL BOX.
21. REMOVE WATER SERVICE.
22. REMOVE VEGETATION, TREES, EDGING, ROCK MULCH AND IRRIGATION AS REQUIRED FOR NEW ACCESS ROAD.
23. REMOVE TRANSFORMER, PAD AND ELECTRICAL LINE BACK TO MANHOLE.
24. RELOCATE ELECTRICAL TRANSFORMER, PRIMARY AND SECONDARY FEEDERS. SEE C-102 FOR NEW LOCATION.
25. REMOVE BIKE LOCKERS.
26. REMOVE ACCESSIBLE SYMBOL AND NO PARKING STRIPING.
27. REMOVE VEGETATION, TREES, EDGING, ROCK MULCH AND IRRIGATION AS REQUIRED FOR WATER MAIN BID
OPTION.
28. REMOVE SIDEWALK PER BID OPTION.
29. REMOVE PAVEMENT STRIPE.
30. REMOVE ASPHALT TRAIL WITH CONCRETE EDGE.
31. REMOVE SANITARY SEWER PIPE.
REMOVAL PLAN GENERAL NOTES:
1. ALL REMOVED ITEMS NOT TO BE RELOCATED MUST BE PROMPTLY REMOVED FROM SITE. NO STOCKPILING OF
REMOVED MATERIALS ON SITE WILL BE PERMITTED.
2. CONTRACTOR SHALL COORDINATE LOCATION OF ANY NECESSARY OFFICE TRAILERS, PARKING AREAS, OR DELIVERY AREAS (INCLUDING NECESSARY UTILITIES) OUTSIDE OF THE TEMPORARY CONSTRUCTION FENCE WITH
SCHIEVER AFB PRIOR TO CONSTRUCTION, SEE CONSTRUCTION FENCE C-101.
3. CONTRACTOR SHALL PROTECT AND REPAIR ANY DAMAGED IRRIGATION SYSTEM COMPONENTS REQUIRED TO
REMAIN.
4. YOUTH CENTER PLANS ARE FROM DESIGN PLANS, CONTRACTOR TO FIELD VERIFY AS CONSTRUCTED
CONDITIONS.
5. PAVEMENT REMOVALS ADJACENT TO PAVEMENT TO REMAIN SHALL BE SAW CUT FULL DEPTH AND PAVEMENT TO
REMAIN SHALL BE PROTECTED FROM DAMAGE.
LEGEND:
PAVEMENT/SIDEWALK REMOVAL
EDGE OF PAVEMENT PER
ADJACENT YOUTH
CENTER PROJECT PLANS
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AutoCAD SHX Text D
AutoCAD SHX Text STORM INLET #1026 RIM=6292.33' IE(N)(6" PVC)=6287.78 IE(SE)(18" RCP)=6287.07 IE(S)(6" PVC)=6287.78 IE(W)(12" RCP)=6287.07
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STORM INLET #1131 RIM=6295.08' IE(S)(18" RCP)=6288.67
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STORM INLET #1166 RIM=6295.11' IE(N)(12" PVC)=6289.36 IE(S)(18" RCP)=6289.94
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FINISH FLOOR 6302.12
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STOP
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FINISH FLOOR 6304.47
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STORM INLET #2708 RIM=6298.20' IE(NE)(18" RCP)=6294.74 IE(S)(18" RCP)=6294.74
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STORM INLET #2720 RIM=6298.75' IE(SW)(18" RCP)=6295.51
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FINISH FLOOR 6297.35
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STORM INLET #2862 RIM=6292.24' IE(E)(12" RCP)=6285.69
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30" RCP FES FL=6288.09'
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30" RCP FES FL=6286.20'
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18" RCP FL=6286.03'
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SQUARE AREA INLET #2961 RIM=6282.25' IE(E)(30" RCP)=6277.67
AutoCAD SHX Text SQUARE AREA INLET #2962 RIM=6282.33' IE(SE)(48" RCP)=6277.08 IE(W)(30" RCP)=6277.38
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18" RCP FES FL=6288.70'
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18" RCP FES FL=6287.37'
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30X42" RCP FES FL=6288.19'
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18" RCP FES FL=6293.93'
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STORM INLET #3058 RIM=6296.02' IE(E)(30X42" RCP)=6289.47
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12" HDPE FES FL=6296.36'
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12" HDPE FES FL=6296.90'
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18" RCP FES FL=6291.17'
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18" RCP FES FL=6292.41'
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CO
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FINISH FLOOR 6304.47
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4" PVC FL=6299.92'
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6" PVC FL=6295.07' UNSURE OF ORIGIN
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6" PVC FL=6295.06' UNSURE OF ORIGIN
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6" PVC FL=6289.21' UNSURE OF ORIGIN
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B-122 INDOOR RUNNING TRACK SINGLE STORY METAL FRAME WITH TENT-LIKE COVERING
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MAIN FITNESS CENTER METAL AND CONCRETE BUILDING
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T-135 PHYSICAL THERAPY BUILDING SINGLE STORY WITH WOOD SIDING
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GRASS
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FALCON PKWY
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GRAVEL
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RIP-RAP
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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CONCRETE
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GRASS
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GRASS
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GRAVEL
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GRAVEL
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GRASS
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GRAVEL
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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DIRT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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RIP RAP
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RIP RAP
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RIP-RAP
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RIP RAP
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CONC.
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CONC.
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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RAMP
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STEPS
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STEPS
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STEPS
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STEPS
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STEPS
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STEPS
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GRAVEL
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GRAVEL
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CONC.
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GRAVEL
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GRAVEL
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GRASS
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STEPS
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GRAVEL
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GRAVEL
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CONC.
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STORAGE UNIT
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STORAGE UNIT
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STORAGE UNIT
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TRASH ENCLOSURE
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BILLBOARD
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BILLBOARD
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AutoCAD SHX Text SANITARY MH #2729 RIM=6299.58' IE(N)(6" PVC PLUGGED)=6292.02 IE(NE)(6" PVC)=6292.24 IE(W)(6" PVC)=6291.32
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BIKE REPAIR STATION
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STEPS
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BALANCE BEAM
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2" ALUMINUM CAP, BLANK
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3/4" BRASS TAG, LS 16828
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NAIL WITH 1" BRASS WASHER, PLS 16828
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LIGHT POLE BASE, NO LIGHT INSTALLED, TYP.
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6" PVC FL=6289.21' UNSURE OF ORIGIN
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6" DIAMETER PIPE RISER WITH CAP (UNKNOWN DESTINATION)
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GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
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SITE LAYOUT PLAN KEYNOTES:
1. CONSTRUCT CONCRETE SIDEWALK, JOINT PATTERN SHALL BE AN
ARCHITECTURAL ENHANCEMENT AND SHALL BE APPROVED BY SCHRIEVER AFB.
2. CONSTRUCT CONCRETE SIDEWALK.
3. CONSTRUCT CURB RAMP.
4. CONSTRUCT BIKE RACK PER SCHRIEVER AFB INSTALLATION FACILITIES
STANDARD (IFS) AND DESIGN GUIDE (DG).
5. CONSTRUCT ASPHALT PAVEMENT.
6. CONSTRUCT 2' CONCRETE CURB AND GUTTER PER SCHRIEVER AFB IFS AND DG.
7. CONSTRUCT PAVEMENT MARKING (TYPICAL).
8. CONSTRUCT HANDICAP PARKING STALL WITH SIGN.
9. CONSTRUCT STOP SIGN.
10. CONSTRUCT CROSSWALK MARKING.
11. CONSTRUCT 20' WIDE MINIMUM CONCRETE MAINTENANCE ACCESS/EMERGENCY
ROAD WITH INTEGRAL CURB AND GUTTER AND WITH TURN AROUND.
12. CONSTRUCT SWING ARM GATE WITH MASTER LOCK PER UFC 3-600-01.
13. CONSTRUCT DUMPSTER PAD WITH GATED ENCLOSURE (GATE OPENING TO
SOUTH) PER SCHRIEVER AFB IFS AND DG TO ACCOMMODATE TWO MINIMUM 3 CY
DUMPSTERS.
14. MECHANICAL/ELECTRICAL YARD, SEE ARCHITECTURAL PLAN.
15. CONSTRUCT MILCON CONSTRUCTION SIGN.
16. ADJUST STRUCTURE TO NEW GRADE.
17. MODIFY STRUCTURE FOR TRAFFIC LOADING AND ADJUST TO GRADE..
18. CONSTRUCT SAFETY FENCE.
19. CONSTRUCT DOCK SCISSOR LIFT.
20. REPLACE CONCRETE SIDEWALK PER BID OPTION.
21. CONSTRUCT NEW ASPHALT TRAIL WITH CONCRETE EDGING, MATCH EXISTING
ADJACENT SECTIONS.
22. CHILLER; SEE MECHANICAL.
23. CONSTRUCT DECORATIVE DARK COLORED CONCRETE SIDEWALK AT THIS AREA;
PER SCHRIEVER AFB IFS AND DG.
LEGEND:
ACC PAVEMENT OR TRAIL
CONCRETE PAVEMENT, SIDEWALK OR PAD
EDGE OF PAVEMENT PER
ADJACENT YOUTH
CENTER PROJECT PLANS;
VERIFY EXACT LOCATIONS
AND DETAILS OF THIS
CONSTRUCTION WITH
AS-CONSTRUCTED
CONDITIONS AND REPORT
VARIANCES FROM DRAWN
CONDITIONS AND
AS-BUILD CONDITIONS TO
THE GOVERNMENT.
SITE PLAN GENERAL NOTES:
1. YOUTH CENTER PLANS ARE FROM DESIGN PLANS, CONTRACTOR TO
FIELD VERIFY AS CONSTRUCTED CONDITIONS.
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GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
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SITE UTILITY PLAN KEYNOTES:
1. CONSTRUCT HOT TAP CONNECTION WITH VALVE TO EXISTING 8"
WATER LINE.
2. CONSTRUCT 8" WATER MAIN.
3. CONSTRUCT WATER LINE. CONTRACTOR TO SIZE LINE TO MEET THE
FIRE PROTECTION WATER REQUIREMENTS OF UFC 3-230-01 AND UFC
3-600-01.
4. CONSTRUCT POST INDICATOR VALVE.
5. CONSTRUCT FIRE HYDRANT AND VALVE ASSEMBLY.
6. CONSTRUCT WATER LINE. CONTRACTOR TO SIZE LINE TO MEET THE
FIRE PROTECTION WATER REQUIREMENTS OF UFC 3-230-01 AND UFC
3-600-01. BY BID OPTION.
7. CONNECT TO EXISTING WATER LINE. BY BID OPTION.
8. CONSTRUCT STORM SEWER LINE.
9. CONSTRUCT STORM SEWER CURB INLET.
10. CONSTRUCT STORM SEWER AREA INLET.
11. CONSTRUCT STORM SEWER MANHOLE.
12. CONSTRUCT RIP-RAP.
13. CONSTRUCT SANITARY SEWER LINE.
14. CONSTRUCT SANITARY SEWER MANHOLE.
15. CONNECT TO EXISTING SANITARY SEWER MANHOLE.
16. RELOCATED EXISTING TRANSFORMER ON NEW PAD WITH BOLLARDS.
17. TRANSFORMER AND PAD. COORDINATE WITH ELECTRICAL DOR FOR
CONTINUATION.
LEGEND:
RIP-RAP
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SQUARE AREA INLET #2961 RIM=6282.25' IE(E)(30"…
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