W9128F-19-R-0017_Drawings.PDF
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- National Intrepid Center of Excellence (NICoE) Satellite Infrastructure Support, Ft. Carson, CO
- Solicitation number
- W9128F-19-R-0017
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Drawings for Solicitation W9128F-19-R-0017, National Intrepid Center of Excellence (NICoE) Satellite Infrastructure Support, Ft. Carson, CO
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| W9128F-19-R-0017_Specifications.pdf |
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TERRAZZOTER
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TEMPERATURETEMP
TELEPHONETEL
TERRA COTTATC
TOWEL BARTB
TANGENTTAN
TREADT
SYSTEMSYS
SYNTHETICSYNTH
SYMMETRICALSYMM
SWITCHBOARDSWBD
SWITCHSW
SHEET VINYL SV
SUSPENDEDSUSP
SUBFLOORSUB FL
STAIRWAYSTWY
STRUCTURALSTRUCT
STRINGERSTR
STATIC PRESSUREST PR
STORAGESTOR
STEELSTL
SEATINGSTG
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
STANDING SEAM (ROOF)SS
SERVICE SINKSS
SHELF AND RODS&R
SQUARE HEADSQHD
SQUARESQ
SPEAKERSPKR
SPACE HEATERSPH
SPECIAL FINISHSP FIN
SOUNDPROOFSPF
SPECIFICATIONSPEC
SOUNDPROOF DOORSPD
SPECIALSPCL
SPACERSPC
SHUT OFF VALVESOV
SHEET METAL SCREWSSMS
SHEET METALSM
SLEEVESLV
SEALANTSLNT
SKYLIGHTSKLT
STEEL JOIST INSTITUTESJI
SIMILARSIM
SHELVINGSHV
SHEATHINGSHTHG
SHEETSHT
SHOULDERSHLDR
SHEET GLASSSG
STRUCTURAL FACING UNITSFU
STRUCTURAL FACING TILE UNITSFTU
SAFETY GLASSSFGL
SEQUENCESEQ
SECTIONSECT
STEEL DOOR INSTITUTESDI
STORM DRAINSD
STRUCTURAL CLAY TILESCT
SCREENSCRN
SCHEDULESCHED
SOLID CORESC
SECURITY BARSS.B.
SPLASH BLOCKSB
SUPPLY AIRSA
SOUTHS
RAINWATER CONDUCTORRWC
RIVETRVT
REVERSERVS
RUBBER TILE FLOORRTF
RAISED PATTERN RUBBER TILERPRT
REVOLUTIONS PER MINUTERPM
RETRACTABLE PARTITIONRP
RIGHT OF WAYROW
ROUGH OPENINGRO
ROUNDRND
ROOMRM
RAILINGRLG
RACKRK
ROOF HATCHRH
RIGHT HANDRH
RELATIVE HUMIDITYRH
ROOFINGRFG
REVISIONREV
RETURNRET
RESILIENTRESIL
REQUIREDREQD
REMOVE(ABLE)REM
REINFORCEREINF
REGLETREG
REGISTERREG
REFRIGERATIONREFR
REFLECTREFL
REFERENCEREF
RECTIFIERRECT
RECREATION ROOMREC ROOM
RECEPTACLERECPT
RIGID INSULATIONRDG INS
ROOF DRAINRD
RECEIVERRCVR
REINFORCED CONCRETE PIPERCP
REMOTE CONTROLRC
RUBBERRBR
RUBBLE STONERBL
RUBBER BASE, RESILIENT BASERB
RETURN AIR REGISTERRAR
RETURN AIR GRILLERA GR
RABBETEDRAB
RETURN AIRRA
RISERR
RANGER
RADIUSR
QUANTITYQTY
QUARTER ROUND1/4 RND
QUARTERQTR
QUARTQT.
QUARRY TILEQT
PASS WINDOWPW
PAVINGPVG
POLYVINYL CHLORIDEPVC
PAVEDPV
PAPER TOWEL RECEPTACLEPTR
PARTITIONPTN
PAPER TOWEL DISPENSERPTD
POST-TENSIONED CONCRETEPT CONC
POINTPT.
PNEUMATIC TUBEPT
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
YARD DRAINYD
YARDYD
TRANSFORMERXFMR
WELDED WIRE REINFORCEMENTWWR
WELDED WIRE MESHWWM
WELDED WIRE FABRICWWF
WALL TO WALLW/W
WIDTHWTH
WEIGHTWT
WAINSCOTWSCT
WASTE STACKW.S.
WATERSTOPWS
WARDROBEWRB
WASTE RECEPTACLEWR
WORKING POINTWP
WEATHERPROOFWP
WATERPROOF(ING)WP
WITHOUTW/O
WIRE MESHWM
WORK SHOPWKSH
WROUGHT IRONWI
WATT-HOUR METERWHM
WHEEL BUMPERWHB
WATER HEATERWH
WALL HUNGWH
WIRED GLASSWGL
WIDE FLANGEWF
WINDOWWDW
WASTE DISPOSERWDSP
WOOD DOORWD
WOODWD
WOOD-CASED OPENINGWCO
WHEELCHAIRW/C
WATER CLOSETWC
WOOD BLOCKINGWBL
WET BULBWB
WITHW/
WESTW
VINYL WALL COVERINGVWC
VENT THRU ROOFVTR
VOLTAGE TRANSFORMERV.T.
VENT STACKVS
VERMICULITEVRM
VAPOR RETARDERVR
VOLUMEVOL
VENEERVNR
V-JOINT(ED)VJ
VINYL HOMOGENEOUSVH
VERTICAL GRAINVG
VINYL FABRICVF
VESTIBULEVEST
VERTICALVERT
VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
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1 98765432
®of Engineers
US Army Corps
U .S
A R
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P S O
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:24:42 AM 9/12/2019
...\FC\FCAO\40000 Design Products\CAD_BIM\_Sheets\LEGEND
U .S
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GCWS
GCWR GLYCOL CHILLED WATER RETURN
GLYCOL CHILLED WATER SUPPLY
SECTION NUMBER
SHEET NUMBER OF DWG.
OF ELEV. ON PLAN
DIRECTION OF SIGHT
ELEV. IS SHOWN
OF ELEV. ON PLAN
DIRECTION OF SIGHT
WHERE ELEV. IS SHOWN *
NOTE: LOCATION OF DWG. WHERE
WHERE SECTION IS SHOWN *
SHEET NUMBER OF DRAWING
WHERE SECTION IS CUT *
SHEET NUMBER OF DRAWING
CUT AND DETAILED ON SAME DRAWING.
* SHEET NUMBERS OMITTED IF SECTION IS
HWS
HWR HOT WATER HEATING RETURN
HOT WATER HEATING SUPPLY
ROADS
WALKS
CULVERT
77.2
77.2
SD
W
FW
S
FW
WD
OR OR
FM
SD
W
S
FW
FM
FW
WD
PIV
MW-2
MT
MW-1
MT
DH-2 DH-2
PIV
BUILDINGS
CURB & GUTTER
RAILROAD
CONTOURS
STORM DRAIN
DIRECTION OF DRAINAGE
SPOT GRADE ELEVATIONS
SUBDRAIN
FIRE WATER LINE
FORCE MAIN
SANITARY SEWER
WATER LINE
SUBDRAIN OUTLET LINE
OBSERVATION RISER
UTILITY LINE
WASTE DRAIN
SUBDRAIN FLUSHING &
AREA INLET
FIRE HYDRANT
POST INDICATOR VALVE
MONITORING WELL
CONTROL POINT
DRILL HOLE
CURB INLET
DEPENDING ON TYPE OF
OR SERVICE STOP & BOX
PROPERTY LINE MONUMENT
FIRE PROTECTION WATER LINE
MANHOLE SELF EXPLANATORY
GATE VALVE & VALVE BOX
WOOD
XX
X
XX
X
WOVEN WIRE
BARBED WIRE
CHAIN LINK SECURITY
HEATINGNEWEXISTING
NEWEXISTING
FENCES
T
GLOBE VALVE
W/TAMPER SWITCH
NEEDLE VALVE
STRAINER
HOSE GATE VALVE
GATE VALVE
M
S
SOLENOID VALVE
RELIEF VALVE
PA
FLOAT VALVE
BALL VALVE
BUTTERFLY VALVE
ANCHOR
WAFER CHECK VALVE
O, S, & Y GATE VALVE
PRESSURE REDUCING VALVE
MOTOR OPERATED VALVE
AUTOMATIC BALANCING VALVE AS INDICATED
CALIBRATED BRONZE BALANCING VALVE OR
PLUG VALVE OR BALANCING COCK
TEMPERATURE REGULATING VALVE
CAP
ELBOW UP
TEE UP
TEE DOWN
ELBOW DOWN
UNION
BLIND FLANGE
FLANGE
EXPANSION JOINT, BELLOWS
EXPANSION JOINT, SLIDING
PIPE INCREASER OR DECREASER
VALVES & FITTINGS
K
234B1
POLE, NO., LENGTH, AND CLASS AS INDICATED
CLASS 7 SOIL) "MT" INDICATES TWIN EYE ANCHOR ROD
(ANCHOR STRENGTH IS BASED ON HOLDING POWER IN
DOWN GUY AND ANCHOR. STRENGTH IN LBS. INDICATED
OVERHEAD COMMUNICATIONS LINE
EXTERIOR ELECTRICAL LEGEND
EXIST NEW
LUMINAIRES AND APPROX. HORIZ. AIMING
INSTALLATION. ARROWS INDICATE NO. OF
POLE MOUNTED FLOODLIGHTING
CONDUCTOR AND LINE VOLTAGE AS INDICATED.
SERVICE DROP NO., SIZE AND TYPE OF
OVERHEAD POWERLINE-SECONDARY OR
VOLTAGE AS INDICATED
NO., SIZE, AND TYPE OF CONDUCTORS AND LINE
OVERHEAD POWERLINE-PRIMARY DISTRIBUTION.
SIZE AND TYPE OF WIRE AS INDICATED.
LIGHTING CIRCUIT RESPECTIVELY. NO.,
SERIES STREET LIGHT AND AIRFIELD
OR PER CROSS SECTION DETAIL
LINE). NO., SIZE AND VOLTAGE OF CABLE AS INDICATED
ELECTRICAL POWER LINE, "C" A COMMUNICATIONS TYPE
MIN. IF NOT IDENTIFIED). LETTER "P" INDICATES
SPECS). NUMERAL INDICATES QUANTITY OF DUCTS (4"
UNDERGROUND DUCT LINE, CONCRETE ENCASED (SEE
ANSI (C84.1) VOLTAGE CONFIGURATION AS INDICATED.
CONCRETE PAD MOUNTED TRANSFORMER INSTALLATION
NUMBER, SIZE, AND TYPE OF CABLE AS INDICATED
VOLTAGE), "C" A COMMUNICATIONS TYPE LINE.
CABLES ARE USED), "S" SECONDARY POWER (LOW
PRIMARY POWER (#8 MIN. IF SINGLE-CONDUCTOR
DIRECT BURIED LINE. THE LETTER "P" DESIGNATES
AND RACEWAY AS DESCRIBED ( * ) OR DETAILED
CONFIGURATIONS. NO. AND SIZE OF CONDUCTORS
UNDERGROUND DISTRIBUTION-MISC.
NO., AND TYPE AS INDICATED
PULLBOX, HANDHOLE OR MANHOLE.
VAULT (POWER OR CONTROLS)
UNDERGROUND ELECTRICAL EQUIPMENT
CABINET OR EQUIPMENT ASSEMBLY
ELECTRICAL EQUIPMENT IN PAD MOUNTED
NUMERAL IF PRESENT DESIGNATES KVA RATING
CONFIGURATION AS INDICATED, SINGLE
FENCED APPLICATONS. ANSI VOLTAGE
INDIVIDUAL TRANSFORMER FOR OVERHEAD OR
PHOTOELECTRIC CONTROL RELAY
AERIAL AUTOMATIC RECLOSER.
AERIAL AUTO SECTIONALIZER
(COUNTERPOISE) (BARE COPPER) SIZE AS INDICATED
GROUNDING SYSTEM. ELECTRODE AND CONDUCTOR
LIMITS OF CONDUIT CASING OR SLEEVE
CAPPED CONDUIT
#2
40'-4 40'-4
6M
12 MT
6M
II
WP2#6
OHSOHS
4-#6 ACSR
3#1
OHPOHP
13.8KV
3#1
OHC OHC
1-#6 CWC
AFL
1#6
SL
USE
4#8, TYPE
DBP DBP
DBS
DBCDBC
DBS
4P
4P/2C
2C 2C
+3 SPARE
1-#3 600V
3-#3,15 KV
4P
UG
UG
PB#4 HH#2 MH#4
A
EV EV
EPEP
PE PE
R
SSSS
R
#4
2" C
G
NUMERAL INDICATES IES TYPE DISTRIBUTION
INSTALLATION, WATTS AS INDICATED, ROMAN
POLE MOUNTED ROADWAY OR AREA LIGHTING
ELECTRICAL NOTES:
WHERE SECTION IS SHOWN
IS CUT WILL BE LISTED ONLY ON DRAWING
ANY ADDITIONAL DRAWINGS WHERE SECTION
EXTERIOR MECHANICAL LEGENDCIVIL LEGEND
ELEVATION IDENTIFICATION
SECTION IDENTIFICATION
STANDARD NORTH ARROWS
EACH FIXTURE PER FIXTURE SCHEDULE.
OR ADJACENT TO SYMBOL INDICATES FIXTURE TYPE FOR
(B) CAPITAL LETTER OR FIXTURE DESIGNATION INSIDE
TO THE FIXTURE SYMBOL.
DESIGNATION OR FOR SINGLE FIXTURE WHEN ADJACENT
ADJACENT TO THE ROOM NAME OR NUMBER
SCHEDULE, FOR ENTIRE ROOM OR AREA WHEN
(A) INDICATES FIXTURE TYPE, PER FIXTURE
OR BOTH OF THE FOLLOWING METHODS:
5. ELECTRIC LIGHT FIXTURES ARE IDENTIFIED BY EITHER
CLOSED (FILLED-IN) SYMBOL.
AN OPEN SYMBOL; NEW ITEMS WITH A THICK LINE OR
4. EXISTING ITEMS ARE DESIGNATED BY A THIN LINE OR
3. NOT USED.
THIS SHEET.
SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON
ITEMS NOT COVERED BY THIS SHEET OR TO INDICATE
THIS SET OF DRAWINGS TO ESTABLISH SYMBOLS FOR
2. SUPPLEMENTAL ELECTRICAL LEGENDS MAY APPEAR IN
THE PREFERRED FORM IS SHOWN FIRST.
1. WHERE MORE THAN ONE SYMBOL FORMAIS SHOWN,
GENERAL NOTES:
AND HATCHED THUSLY.
3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS
ON THIS SHEET.
SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS
THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO
OTHERWISE.
THE BOTTOM OF THE OUTLET BOX, UNLESS INDICATED
SHALL BE MOUNTED 15 - INCHES A.F.F. AS MEASURED TO
8. ALL RECEPTACLE AND COMMUNICATION OUTLETS
ABBREVIATIONS SHEET FOR DEFINITIONS.
SPECIAL CONSTRUCTION IS REQUIRED. SEE
(HAZARDOUS) ADJACENT TO ANY SYMBOL INDICATE
7. LETTERS SUCH AS "WP" (WEATHERPROOF), "X"
CONDUCTORS UNLESS INDICATED OTHERWISE.
6. SIZES OF WIRE AND CABLE ARE BASED ON COPPER
W F -1
-R -0
W F -1
-R -0
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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IN
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R S
IN
T E R S T A T E
GATE 20
ACADEMY BLVD
WILDERNESS ROAD
GATE 6
MAIN GATE (GATE 1)
LAYDOWN AREA
AND CONTRACTOR
PROJECT SITE
ACCESS ROUTE
CONTRACTOR'S
B U
T T S R
O A
D
TITUS BLVD
S P E C
K E R A
V E
W E T Z E L A
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P R
U S S
M A N B
LV
D
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SECURITY CHECKPOINT
GATE 3 - CONTRACTOR'S
(GATE 4)
"B" STREET GATE
NOTES:
1. CONTRACTORS ARE REQUIRED TO ENTER AND EXIT THROUGH GATE 3.
2. SEE SPECIFICATION 01 30 00.24 FOR FURTHER DETAILS ON ACCESS REQUIREMENTS/GUIDELINES.
3. COORDINATE WITH CONTRACTING OFFICER ON FINAL LOCATION OF CONTRACTOR STAGING AND STORAGE AREAS.
REFERENCE SPECIFICATION 00 72 01 REGARDING DAMAGES TO GOVERNMENT PROPERTY.
4. HARR AVE AND TITUS BLVD ARE EMERGENCY ACCESS ROUTES AND MUST BE MAINTAINED AT ALL TIMES. ANY
DISRUPTION TO TRAFFIC SHALL REQUIRED A TRAFFIC CONTROL PLAN SIGNED AND STAMPED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO. THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE
CONTRACTING OFFICER.
ACCESS ROUTE
CONTRACTOR'S
AREA
STAGING
CONTRACTOR
TI
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BLVD
H A R
R A
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
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40"
24"
30"
24"
24"
30"
10"
24"
24"
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
T
R E
E S
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
V
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M A
T E
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L C
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M A
T E
R
IA
L C
M P
D
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M E
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LIMITS OF SURVEY
G
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S
05W
T
CP
M
CPCP
E
E
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LIMITS OF GRADING
EXISTING STORM SEWER
STORM SEWER
EXISTING
(SEE SHEET ES102)
TRANSFORMER W/ PAD
(ALL HATCHED AREAS SHOWN)
WORK BY IFHF BUILDING CONTRACTOR
(ALL HATCHED AREAS SHOWN)
WORK BY IFHF BUILDING CONTRACTOR
NOTES:
1. SEE SPECIFICATIONS AND ALL OTHER DRAWINGS FOR COMPLETE DESCRIPTION OF WORK.
2. PHASING OF CONSTRUCTION IS SHOWN ON SHEETS GI801 -THROUGH GI804.
3. EXISTING FLOW OF STORM WATER SHALL BE DESIGNED AND CONSTRUCTED TO ROUTE THE 100 YR STORM
EVENT THROUGH THE SITE WITH MINIMAL IMPACT. WATER QUALITY STANDARDS SHALL FOLLOW THE MOST
STRINGENT OF FEDERAL, STATE OF COLORADO, EL PASO COUNTY AND CITY OF COLORADO SPRINGS STANDARDS.
THE UNIFIED DRAINAGE AND FLOOD CONTROL DISTRICT DESIGN CRITERIA SHALL BE FOLLOWED WHERE APPLICABLE.
EISA 438 SHALL BE FOLLOWED.
4. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY ANDALL INSTANCES WHERE THE GEOTECHNICAL
REPORT DOES NOT REFLECT THE SUBSURFACE CONDITIONS DURING CONSTRUCTION.
5. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ALL RELATED PERMITS SHALL BE MAINTAINTED BY THE
SITE CONTRACTOR FOR THE DURATION OF BOTH BUILDING AND SITE CONSTRUCTION. THE NOTICE OF TERMINATION CAN BE
SUBMITTED ONCE APPROVED BY THE CONTRACTING OFFICER.
6. ALL SITE-RELATED SAFETY REQUIREMENTS (I.E. TEMPORARY LIGHTING, FENCING, TRAFFIC CONTROL, ETC.) SHALL BE
MAINTAINED BY THE SITE CONTRACTOR FOR THE DURATION OF BOTH BUILDING AND SITE CONSTRUCTION.
O E S
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IT
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IN
F R
A S
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A R
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C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
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F
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U M
B E
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F
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A M
E
F C
A O
G I7
.d g n
B L
A N
D
IS
GI701
B L
A N
D
IS
B L
A N
D
IS
W .C
D A
V E
N P
O R
T
N
80'0 40'
SCALE: 1" = 40' - 0"
S C
R
IP
T
IO
N O
F W
O R
K
/1
/2
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40"
24"
30"
24"
24"
30"
10"
24"
24"
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
T
R E
E S
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
V
E R
T
.1
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
IN
V
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T
.3
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
LIMITS OF SURVEY
G
E E
S
M
CPCP
E
E
T
LIMITS OF GRADING
PHASE 1
SITE CONTRACTOR AND IFHF BUILDING CONSTRUCTION PHASING NOTES:
PHASE 1: SITE CONTRACTOR
1. EROSION CONTROL (SWPPP), NPDES PERMIT, ALL ITEMS SHOWN FOR REMOVAL, CLEARING AND GRUBBING.
2. ROUGH GRADING WITHIN SITE LIMITS, OVER-EXCAVATION AND BACKFILL OF BUILDING FOOTPRINT TO WITHIN
6 INCHES OF FINISHED FLOOR ELEVATION. COORDINATE WITH BUILDING CONTRACTOR FOR SOIL COMPACTION
REQUIREMENTS UNDER ALL STRUCTURES.
3. BEGIN SITE UTILITIES TO WITHIN 5 FEET OF THE BUILDING (REFERENCE SITE UTILITY DRAWINGS). COORDINATE
UTILITY CONSTRUCTION SCHEDULE WITH IFHF BUILDING CONTRACTOR.
PHASE 2: IFHF BUILDING CONTRACTOR
1. EXCAVATE AND CONSTRUCT BUILDING FOUNDATION AND SLAB.
2. INSTALL UTILITY CONNECTIONS TO BUILDING FROM SITE LIMITS.
3. CONSTRUCT ELECTRICAL AND MECHANICAL UTILITIES TO PAD.
4. BEGIN VERTICAL CONSTRUCITON OF FACILITIES.
5. BEGIN DUMPSTER AND UTILITY PAD / ENCLOSURE CONSTRUCTION.
PHASE 3: SITE CONTRACTOR (CONCURRENT WITH PHASE 4 BUILDING CONSTRUCTION)
1. LIGHT POLE BASES AND FIXTURES WITHIN PARKING LOT AND AT BUILDING ENTRY.
2. MAINTAIN EROSION CONTROL ON SITE.
3. FINAL SITE GRADING AND SUBGRADE PREPARATION OF PAVEMENT.
3. CONSTRUCT ALL PAVEMENT (I.E. PARKING LOT, CURB AND GUTTER, AND SIDEWALK) WITHIN SCOPE OF WORK.
4. PERFORM FINAL SEEDING, PLANTINGS AND TEMPORARY IRRIGATION.
PHASES 4: IFHF BUILDING CONTRACTOR (CONCURRENT WITH PHASE 3 SITE CONSTRUCTION)
1. CONSTRUCT REMAINING SIDEWALK AND PATIO TO BUILDING WITHIN SCOPE OF WORK.
2. LANDSCAPE AREAS WITHIN IMMEDIATE VICINITY OF BUILDING.
3. INSTALL ALL REMAINING SITE FEATURES (I.E. FLAGPOLE, OUTDOOR FURNITURE, ETC) WITHIN CONTRACT.
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
A O
G I8
.d g n
N
80'0 40'
SCALE: 1" = 40' - 0"
P H
A S
E
B L
A N
D
IS
GI801
B L
A N
D
IS
B L
A N
D
IS
W .C
D A
V E
N P
O R
T
S C
O P
IN
G P
L A
N
/1
/2
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40"
24"
30"
24"
24"
30"
10"
24"
24"
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
T
R E
E S
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
V
E R
T
.1
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
IN
V
E R
T
.3
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
LIMITS OF SURVEY
G
E E
S
M
CPCP
E
E
T
LIMITS OF GRADING
PHASE 2
SITE CONTRACTOR AND IFHF BUILDING CONSTRUCTION PHASING NOTES:
PHASE 1: SITE CONTRACTOR
1. EROSION CONTROL (SWPPP), NPDES PERMIT, ALL ITEMS SHOWN FOR REMOVAL, CLEARING AND GRUBBING.
2. ROUGH GRADING WITHIN SITE LIMITS, OVER-EXCAVATION AND BACKFILL OF BUILDING FOOTPRINT TO WITHIN
6 INCHES OF FINISHED FLOOR ELEVATION. COORDINATE WITH BUILDING CONTRACTOR FOR SOIL COMPACTION
REQUIREMENTS UNDER ALL STRUCTURES.
3. BEGIN SITE UTILITIES TO WITHIN 5 FEET OF THE BUILDING (REFERENCE SITE UTILITY DRAWINGS). COORDINATE
UTILITY CONSTRUCTION SCHEDULE WITH IFHF BUILDING CONTRACTOR.
PHASE 2: IFHF BUILDING CONTRACTOR
1. EXCAVATE AND CONSTRUCT BUILDING FOUNDATION AND SLAB.
2. INSTALL UTILITY CONNECTIONS TO BUILDING FROM SITE LIMITS.
3. CONSTRUCT ELECTRICAL AND MECHANICAL UTILITIES TO PAD.
4. BEGIN VERTICAL CONSTRUCITON OF FACILITIES.
5. BEGIN DUMPSTER AND UTILITY PAD / ENCLOSURE CONSTRUCTION.
PHASE 3: SITE CONTRACTOR (CONCURRENT WITH PHASE 4 BUILDING CONSTRUCTION)
1. LIGHT POLE BASES AND FIXTURES WITHIN PARKING LOT AND AT BUILDING ENTRY.
2. MAINTAIN EROSION CONTROL ON SITE.
3. FINAL SITE GRADING AND SUBGRADE PREPARATION OF PAVEMENT.
3. CONSTRUCT ALL PAVEMENT (I.E. PARKING LOT, CURB AND GUTTER, AND SIDEWALK) WITHIN SCOPE OF WORK.
4. PERFORM FINAL SEEDING, PLANTINGS AND TEMPORARY IRRIGATION.
PHASES 4: IFHF BUILDING CONTRACTOR (CONCURRENT WITH PHASE 3 SITE CONSTRUCTION)
1. CONSTRUCT REMAINING SIDEWALK AND PATIO TO BUILDING WITHIN SCOPE OF WORK.
2. LANDSCAPE AREAS WITHIN IMMEDIATE VICINITY OF BUILDING.
3. INSTALL ALL REMAINING SITE FEATURES (I.E. FLAGPOLE, OUTDOOR FURNITURE, ETC) WITHIN CONTRACT.
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
A O
G I8
.d g n
N
80'0 40'
SCALE: 1" = 40' - 0"
P H
A S
E
B L
A N
D
IS
GI802
B L
A N
D
IS
B L
A N
D
IS
W .C
D A
V E
N P
O R
T
S C
O P
IN
G P
L A
N
/1
/2
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40"
24"
30"
24"
24"
30"
10"
24"
24"
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
T
R E
E S
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
V
E R
T
.1
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
IN
V
E R
T
.3
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
LIMITS OF SURVEY
G
E E
S
M
CPCP
E
E
T
PHASE 3
SITE CONTRACTOR AND IFHF BUILDING CONSTRUCTION PHASING NOTES:
PHASE 1: SITE CONTRACTOR
1. EROSION CONTROL (SWPPP), NPDES PERMIT, ALL ITEMS SHOWN FOR REMOVAL, CLEARING AND GRUBBING.
2. ROUGH GRADING WITHIN SITE LIMITS, OVER-EXCAVATION AND BACKFILL OF BUILDING FOOTPRINT TO WITHIN
6 INCHES OF FINISHED FLOOR ELEVATION. COORDINATE WITH BUILDING CONTRACTOR FOR SOIL COMPACTION
REQUIREMENTS UNDER ALL STRUCTURES.
3. BEGIN SITE UTILITIES TO WITHIN 5 FEET OF THE BUILDING (REFERENCE SITE UTILITY DRAWINGS). COORDINATE
UTILITY CONSTRUCTION SCHEDULE WITH IFHF BUILDING CONTRACTOR.
PHASE 2: IFHF BUILDING CONTRACTOR
1. EXCAVATE AND CONSTRUCT BUILDING FOUNDATION AND SLAB.
2. INSTALL UTILITY CONNECTIONS TO BUILDING FROM SITE LIMITS.
3. CONSTRUCT ELECTRICAL AND MECHANICAL UTILITIES TO PAD.
4. BEGIN VERTICAL CONSTRUCITON OF FACILITIES.
5. BEGIN DUMPSTER AND UTILITY PAD / ENCLOSURE CONSTRUCTION.
PHASE 3: SITE CONTRACTOR (CONCURRENT WITH PHASE 4 BUILDING CONSTRUCTION)
1. LIGHT POLE BASES AND FIXTURES WITHIN PARKING LOT AND AT BUILDING ENTRY.
2. MAINTAIN EROSION CONTROL ON SITE.
3. FINAL SITE GRADING AND SUBGRADE PREPARATION OF PAVEMENT.
3. CONSTRUCT ALL PAVEMENT (I.E. PARKING LOT, CURB AND GUTTER, AND SIDEWALK) WITHIN SCOPE OF WORK.
4. PERFORM FINAL SEEDING, PLANTINGS AND TEMPORARY IRRIGATION.
PHASES 4: IFHF BUILDING CONTRACTOR (CONCURRENT WITH PHASE 3 SITE CONSTRUCTION)
1. CONSTRUCT REMAINING SIDEWALK AND PATIO TO BUILDING WITHIN SCOPE OF WORK.
2. LANDSCAPE AREAS WITHIN IMMEDIATE VICINITY OF BUILDING.
3. INSTALL ALL REMAINING SITE FEATURES (I.E. FLAGPOLE, OUTDOOR FURNITURE, ETC) WITHIN CONTRACT.
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
A O
G I8
.d g n
N
80'0 40'
SCALE: 1" = 40' - 0"
P H
A S
E
B L
A N
D
IS
GI803
B L
A N
D
IS
B L
A N
D
IS
W .C
D A
V E
N P
O R
T
S C
O P
IN
G P
L A
N
/1
/2
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40"
24"
30"
24"
24"
30"
10"
24"
24"
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
T
R E
E S
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
V
E R
T
.1
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
IN
V
E R
T
.3
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
LIMITS OF SURVEY
G
E E
S
M
CPCP
E
E
T
PHASE 4
SITE CONTRACTOR AND IFHF BUILDING CONSTRUCTION PHASING NOTES:
PHASE 1: SITE CONTRACTOR
1. EROSION CONTROL (SWPPP), NPDES PERMIT, ALL ITEMS SHOWN FOR REMOVAL, CLEARING AND GRUBBING.
2. ROUGH GRADING WITHIN SITE LIMITS, OVER-EXCAVATION AND BACKFILL OF BUILDING FOOTPRINT TO WITHIN
6 INCHES OF FINISHED FLOOR ELEVATION. COORDINATE WITH BUILDING CONTRACTOR FOR SOIL COMPACTION
REQUIREMENTS UNDER ALL STRUCTURES.
3. BEGIN SITE UTILITIES TO WITHIN 5 FEET OF THE BUILDING (REFERENCE SITE UTILITY DRAWINGS). COORDINATE
UTILITY CONSTRUCTION SCHEDULE WITH IFHF BUILDING CONTRACTOR.
PHASE 2: IFHF BUILDING CONTRACTOR
1. EXCAVATE AND CONSTRUCT BUILDING FOUNDATION AND SLAB.
2. INSTALL UTILITY CONNECTIONS TO BUILDING FROM SITE LIMITS.
3. CONSTRUCT ELECTRICAL AND MECHANICAL UTILITIES TO PAD.
4. BEGIN VERTICAL CONSTRUCITON OF FACILITIES.
5. BEGIN DUMPSTER AND UTILITY PAD / ENCLOSURE CONSTRUCTION.
PHASE 3: SITE CONTRACTOR (CONCURRENT WITH PHASE 4 BUILDING CONSTRUCTION)
1. LIGHT POLE BASES AND FIXTURES WITHIN PARKING LOT AND AT BUILDING ENTRY.
2. MAINTAIN EROSION CONTROL ON SITE.
3. FINAL SITE GRADING AND SUBGRADE PREPARATION OF PAVEMENT.
3. CONSTRUCT ALL PAVEMENT (I.E. PARKING LOT, CURB AND GUTTER, AND SIDEWALK) WITHIN SCOPE OF WORK.
4. PERFORM FINAL SEEDING, PLANTINGS AND TEMPORARY IRRIGATION.
PHASES 4: IFHF BUILDING CONTRACTOR (CONCURRENT WITH PHASE 3 SITE CONSTRUCTION)
1. CONSTRUCT REMAINING SIDEWALK AND PATIO TO BUILDING WITHIN SCOPE OF WORK.
2. LANDSCAPE AREAS WITHIN IMMEDIATE VICINITY OF BUILDING.
3. INSTALL ALL REMAINING SITE FEATURES (I.E. FLAGPOLE, OUTDOOR FURNITURE, ETC) WITHIN CONTRACT.
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
A H
A
N E
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
F C
A O
G I8
.d g n
N
80'0 40'
SCALE: 1" = 40' - 0"
P H
A S
E
B L
A N
D
IS
GI804
B L
A N
D
IS
B L
A N
D
IS
W .C
D A
V E
N P
O R
T
S C
O P
IN
G P
L A
N
/1
/2
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
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C O
N T
R A
C T N
O
C H
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D B
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D R
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N B
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U E D
A T
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SHEET ID
A
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C
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E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
EXERCISE STATION
8"X4'
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
WETLAND AREA
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5886.431
DIAMETER=10"
MATERIAL=PVC
RIM=5893.964
INVERT=5886.418
DIAMETER=10"
MATERIAL=PVC
RIM=5893.964
INVERT=5885.034
DIAMETER=10"
MATERIAL=PVC
RIM=5891.035
(FULL OF DEBRIS)
INVERT=5886.484
DIAMETER=10"
MATERIAL=PVC
RIM=5893.964
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5895.344
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
ABANDONED
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
DIAMETER=8"
MATERIAL=PVC
INVERT=5886.175
DIAMETER=8"
MATERIAL=PVC
INVERT=5886.514
S
G
8"X4'
CP
IN
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IA
L C
M P
D
IA
M E
T E
R
DIAMETER=8"
MATERIAL=PVC
INVERT=5887.546
LIMITS OF SURVEY
G
E E
S
M
CPCP
E
E
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
A N
S I
D A
N S I
D
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
N
IC
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
N
IC
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
/1
/2
/1
/2
N
80'0 40'
SCALE: 1" = 40' - 0"
F C
A O
V F .d g n
VF101
B L
A N
D
IS
UTILITIES WERE LOCATED BY CONTRACTOR7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.6)
COMBINED GRID FACTOR IS: 0.999679097.5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE:JUNE 2018.
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)
VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT FOUNTAIN.
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)
COLORADO CENTRAL(FIPS 0502). THEY ARE BASED ON CONTROL POINT FOUNTAIN
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
*NOTE: CONTROL POINT IS NOT SHOWN ON THIS SHEET BUT WILL BE INCLUDED WITHIN SURVEY FILE.
DISC IN CONCRETE5891.1503207357.184 1311677.109FOUNTAIN*
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL DATA
W .C
D A
V E
N P
O R
T
B L
A N
D
IS
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
B L
A N
IS
W
F -1
-R -0
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
REMOVE TREES AND ROOTS
REMOVE TRAIL TO EXTENTS SHOWN
DECOMMISSION WELL (SEE NOTE 1)
DECOMMISSION WELL (SEE NOTE 1)
MW
40"
24"
30"
24"
16"
24"
20"
12"
24"
30"
10"
24"
24"
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
T
R E
E S
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
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.1
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D
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M E
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IN
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.3
M A
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IA
L C
M P
D
IA
M E
T E
R
MW
E
M
CPCP
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
N
IC
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
N
IC
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
N
80'0 40'
SCALE: 1" = 40' - 0"
F C
A O
C D
.d g n
M O
L
IT
IO
N P
L A
N D
E M
O L
IT
IO
N P
L A
N
B L
A N
D
IS
B L
A N
D
IS
CD101
B L
A N
D
IS
B L
A N
D
IS
W .C
D A
V E
N P
O R
T
4. ANY DAMAGE DUE TO DEMOLITION NOT SPECIFIED TO BE REMOVED SHALL BE RESTORED TO EXISTING CONDITIONS.
3. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ABANDONED UTILITIES AS NEEDED.
2. CONTRACTOR SHALL REMOVE ANY ABANDONED UTILITIES AS NECESSARY TO INSTALL OR COMPLETE THE NEW WORK.
GEOTECHNICAL REPORT) MEETING ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS.
1. DECOMMISSION GROUNDWATER OBSERVATION WELLS INSTALLED BY GEOTECHNICAL CONTRACTOR (REFERENCE
NOTES:
/1
/2
/1
/2
W F -1
-R -0
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
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.1
M A
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IN
V
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.3
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
LIMITS OF SURVEY
E E
M
CPCP
E
E
T
CMH3
EV2
NG
N G
N G
PIV
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
A N
S I
D A
N S I
D
O M
A H
A
N E
F
IL
E N
A M
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
N
IC
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
F O
R T C
A R
S O
N
C O
L O
R A
D O
N
IC
O E S
A T
E L L
IT
E
IN
F R
A S
T R
U C
T U
R E S
U P
P O
R T F
Y
/1
/2
/1
/2
N
80'0 40'
SCALE: 1" = 40' - 0"
F C
A O
C S .d g
CS100
B L
A N
D
IS
W
D A
V E
N P
O
V
E R
A L L S
IT
E P
L A
N B L
A N
D
IS
B L
A N
D
ISMEDICAL OFFICE BUILDING
W F -1
-R -0
W F -1
-R -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
EXERCISE EQUIPMENT
TI
TUS
BOULE
VARD
H A
R R A
V E
N U
E
EXERCISE AREA
H A
R R A
V E
N U
E
OBSERVATION WELL
OBSERVATION WELL
INVERT=5900.603
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5900.541
DIAMETER=10"
MATERIAL=PVC
RIM=5907.487
INVERT=5896.321
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5896.197
DIAMETER=10"
MATERIAL=PVC
RIM=5903.185
INVERT=5890.964
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
INVERT=5890.922
DIAMETER=10"
MATERIAL=PVC
RIM=5898.078
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.033
DIAMETER=12"
MATERIAL=RCP
INVERT=5900.127
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.744
DIAMETER=12"
MATERIAL=RCP
INVERT=5906.966
DIAMETER=12"
MATERIAL=RCP
INVERT=5894.999
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.486
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.754
DIAMETER=36"
MATERIAL=RCP
INVERT=5902.772
DIAMETER=36"
MATERIAL=RCP
INVERT=5903.564
IN
V
E R
T
.1
M A
T E
R
IA
L C
M P
D
IA
M E
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R
IN
V
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.3
M A
T E
R
IA
L C
M P
D
IA
M E
T E
R
LIMITS OF SURVEY
G
E E
S
M
CPCP
E
E
T
(MATCH EXISTING GRADE)
TIE INTO EXISTING TRAIL
(MATCH EXISTING GRADE)
TIE INTO EXISTING TRAIL
VEHICLE ACCESS
WALKWAY / EMERGENCY
CONCRETE PEDESTRIAN
(NOT IN CONTRACT)
CONCRETE SIDEWALK
(NOT IN CONTRACT)
CONCRETE SIDEWALK
STRIPING (TYP)
(2 FT WIDE)
ROCK MUCH
(TYP)
CONCRETE CURB & GUTTER
(TYP)
ROCK MULCH
(TYP)
CONCRETE SIDEWALK
(TYP)
CONCRETE SIDEWALK
REMOVABLE BOLLARDS (TYP)
LOCKABLE &
REMOVABLE BOLLARDS
LOCKABLE &
E3199969.17
N1324703.68
E3199876.202
N1324510.403
TRANSITION CURB (TYP)
(MATCH EXISTING GRADE)
TIE INTO EXISTING SIDEWALK
(TYP)
ABA RAMP
EXISTING SIGN
RELOCATE
(NOT IN CONTRACT)
CONCRETE PATIO
(NOT IN CONTRACT)
CONCRETE SIDEWALK
(TYP)
SIDEWALK
CONCRETE
(TYP)
SIDEWALK
CONCRETE
(TYP)
TRANSITION CURB
ABA RAMP W/
SIGNAGE)
(INCLUDE STRIPING &
HANDICAP SPACES
5 VAN ACCESSIBLE
CONNECT TO FIRE LANE
CONSTRUCT NEW TRAIL &
N 1,324,316.6733
E 3,200,044.0558
N 1,324,376.7807
E 3,200,152.5165
N 1,324,494.6225
E 3,199,919.9221
N 1,324,511.9814
E 3,200,009.0043
STRIPING (TYP)
EXISTING SIGN
RELOCATE
LIMITS OF GRADING
N 1,324,605.7697
E 3,199,792.4912
(CONSTRUCTED BY OTHERS)
DUMPSTER ENCLOSURE
CONSTRUCTED BY OTHERS)
(SURROUNDING DUMPSTER ENCLOSURE
TRANSFORMER W/ PAD
FFE = 5906.00'
(NOT IN CONTRACT)
NICOE FACILITY
CURB
TRANSITION
E 3,200,045.01
N 1,324,603.95
E 3,200,108.57
N 1,324,456.07
N 1,324,696.66
E 3,199,993.64
FROM FACE OF BUILDING)
(VARIES 30 - 58 FT
ATFP SETBACK
KEYED NOTES:
1. REFERENCE ES102 ADDITIONAL INFORMATION REGARDING TRANFORMER AND PAD.
COORDINATE FINAL LOCATION AND ELEVATION OF TRANSFORMER PAD WITH IFHF BUILDING CONTRACTOR.
GENERAL NOTES:
1. THE BUILDING FOOTPRINT IS APPROXIMATE BASED UPON INFORMATION PROVIDED AT TIME OF DESIGN.
THE CONTRACTOR SHALL CONFIRM BUILDING FOOTPRINT AND BUILDING CORNERS WITH THE CONTRACTING
OFFICER PRIOR TO TERMINATING ALL SITE UTILITIES. SEE UTILITY DRAWINGS FOR TERMINATIONS AND
COORDINATION OF WORK BY IFHF BUILDING CONTRACTOR.
2. REFERENCE SHEET GI701 FOR ADDITIONAL INFORMATION RELATED TO EXISTING STORM WATER FLOW ON
SITE AS WELL AS ALL DESIGN CRITERIA TO BE FOLLOWED DURING AND AFTER CONSTRUCTION. THE STORM WATER
SYSTEM SHALL BE DESIGNED TO INCORPORATE A TEMPORAY STORAGE FACILITY (I.E. DETENTION BASIN) ABOVE
GROUND. ALL STORM WATER RUNOFF CAPTURED SHALL EXIT THE FACILITY WITHIN 72 HRS AS PER STATE OF
COLORADO REGULATIONS.
3. ALL TEMPORARY AND PERMANENT DISTURBANCE TO SITE WILL BE DESIGNED AND CONSTRUCTED WITHIN
LIMITS OF GRADING WITH EXCEPTION TO UTILITY CONSTRUCTION. STORM WATER DETENTION SHALL BE DESIGNED
AND CONSTRUCTED WITHIN LIMITS OF GRADING UNLESS APPROVED BY THE CONTRACTING OFFICER.
4. ANTITERRORISM FORCE PROTECTION (ATFP) DISTANCE FROM FACE OF BUILDING VARIES FROM 30 TO 58 FEET AS SHOWN.
COORDINATE WITH BUILDING CONTRACTOR ON ALL ATFP REQUIREMENTS. UNOBSTRUCTED DISTANCE OF 33 FEET FROM
FACE OF BUILDING SHALL BE MAINTAINED ON ALL SITE-RELATED DESIGN AND CONSTRUCTION.
5. RAISE AND / OR LOWER ALL UTILITY MANHOLES, HANDHOLES, ETC TO FINISHED GRADE.
CURB (TYP)
TRANSITION
U .S
A R
M Y C
O R
P S O
F E
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IN
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A H
A
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F
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CONC C & G (TYP)
PER PLAN (TYP)
CURB CUT RAMP
WHITE STRIPING
PER PLAN
DIMENSION
45°
VARIESVARIES
RAMP "A"
CURB CUT
HC SYMBOL
CONC GUTTER (TYP)
STRIPE (TYP)
4" WIDE WHITE
STRIPING PER PLAN
STALLS, RAMPS &
POSSIBLE ADDITIONAL
STRIPING PER PLAN
STALLS, RAMPS &
POSSIBLE ADDITIONAL
C/L STRIPE
C/L STRIPE
PER PLAN
STD HC STALL
CONC CURB
FACE OF
PER PLAN
CONC WALK
PER PLAN
STD HC STALL
BACKGROUND
INTERNATIONAL BLUE
STRIPING
PARKING LOT
WHITE TO MATCH
2" STRIPING (TYP)
PARKING LOT STRIPING
2" WIDE WHITE TO MATCH
HC PARKING SYMBOL
9'-0"9'-0"9'-0"
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3'-6"
3'-2"
4'-0"
1'-6"
TRANSITION CURB
RAMP "B"
CURB CUT
S O
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N N
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SHEET ID
A
B
C
D
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:52:24 AM 9/12/2019
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