531-325 - Drawings-02-C1.pdf
PDF 8 MB Posted
- Attached to
- Y1DZ--TIERED EVALS - Construct Primary Care/Mental Health Building Minor Construction - Boise 531-325
- Solicitation number
- 36C77624R0096
About this file
This document appears to be a set of civil engineering design drawings for a construction project for a Primary Care/Mental Health Building at the Boise VA Medical Center. The drawings provide details on the site demolition, utility work, grading, and stormwater management for the new building. Key details include:
The project involves constructing a new Primary Care/Mental Health Building at the Boise VA Medical Center. The civil engineering drawings cover the site demolition, utilities (water, sewer, geothermal, fire service), grading, and stormwater drainage for the new building. The drawings provide plan and profile views, construction details, and technical notes. The project is being managed by the Department of Veterans Affairs Technology Acquisition Center in Austin. The solicitation number is 36C77624R0096, with the project ID of 531-325. No additional information is provided about the solicitation, contract terms, or anticipated award.
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Text version
E
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BM-#1
UBX
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SD SD SD
SS SS
GEO GEO
FIRE FIRE
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E E E
T T T
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1 2 3 4 A
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L.2
A.10
2.1 2.91.1
10+00 11+00 12+00 13+00 14+00 15+00
STA. 13+48.28, 1.97' LT
BENCHMARK #2 (TEST POINT)
FOUND MAG NAIL
N:712562.09 E:2507823.15
EL:2726.93
STA. 10+00.00, 0.00' LT
BENCHMARK #1
FOUND MAG SPIKE
N:712885.38 E:2507693.57
EL:2725.07
S 21°31'05" E
N VA HOSPITAL LOOP
PROPOSED
BUILDING
STA. 11+01.90, 26.27' RT
GRID INTERSECTION A-1
S21°31'05"E
GRID A BEARING
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
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ORP R
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S N
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A A
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ADA AMERICANS WITH DISABILITIES ACT OF 1990
ADS ADVANCED DRAINAGE SYSTEMS
APPROX APPROXIMATELY
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BC BOTTOM OF CURB
CONC CONCRETE
CONT CONTRACTION
DIA DIAMETER
E EAST
EL ELEVATION
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FFE FINISHED FLOOR ELEVATION
FT FEET
IE INVERT ELEVATION
LF LINEAR FEET
MAX MAXIMUM
MEP MECHANICAL ENGINEERING AND PLUMBING
MFR MANUFACTURER
MIN MINIMUM
N NORTH
NTS NOT TO SCALE
OZ OUNCES
PE POLYETHYLENE
PERF PERFORATED
PIV POST-INDICATOR VALVE
POC POINT OF CONNECTION
PVC POLYVINYL CHLORIDE
REINF REINFORCEMENT
S SOUTH
SDCO STORM DRAIN CLEAN-OUT
SQ SQUARE
STL STEEL
TC TOP OF CURB
TESC TEMPORARY EROSION AND SEDIMENT CONTROL
TYP TYPICAL
VA UNITED STATES DEPARTMENT OF VETERANS'
AFFAIRS
W WEST
YD YARD
NAVD 88 (GEOID18)
NAD 83 (2011)
FIRE HYDRANT
WATER OR STEAM VALVE
WATER BLOW-OFF
POST INDICATOR VALVE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
STORM DRAIN DROP INLET
SAND & GREASE TRAPS
STREET LIGHT
ELECTRICAL MANHOLE
ELECTRICAL JUNCTION BOX
ELECTRICAL GROUNDING ROD
IRRIGATION BOX/VALVES
SIGN
PROJECT BENCHMARK
CONIFEROUS TREE
DECIDUOUS TREE
STORM DRAIN LINE
SANITARY SEWER LINE
GEOTHERMAL LINE
FIRE LINE
WATER LINE
ELECTRICAL LINE
COMMUNICATION LINE
ROAD CROWN/CENTERLINE
CURB & GUTTER
SIDEWALK
C-100
CIVIL COVER SHEET
LOCATED IN SW 14 OF SECTION 02, TOWNSHIP 3 NORTH, RANGE 2
EAST, B.M., CITY OF BOISE, ADA COUNTY, IDAHO
# 1 - MAG SPIKE
NORTHING: 712885.38
EASTING: 2507693.57
EL: 2725.07
#2 - MAG NAIL
NORTHING: 712562.09
EASTING: 2507823.15
EL: 2726.93
#4 - MAG SPIKE
NORTHING: 712156.40
EASTING: 2507434.00
EL: 2726.39
#5 - BRASS CAP
NORTHING: 712713.54
EASTING: 2507465.30
EL: 2724.86
#6 - BRASS CAP
NORTHING: 712632.83
EASTING: 2507405.76
EL: 2724.56
CONSTRUCTION BASELINE EQUATION
SCALE 1" = 50'
1. CONSTRUCTION BASELINE IS DEFINED AS A LINE BEARING
S21°31'05"E THROUGH BENCHMARK #1.
2. PRIOR TO COMMENCING WORK, LOCATE ALL HORIZONTAL
CONTROL TEST POINTS FROM THE CONSTRUCTION
BASELINE. IF TEST POINTS ARE NOT AT STATION/OFFSET
SHOWN, CONTACT ENGINEER OF RECORD IMMEDIATELY.
CONSTRUCTION SHALL NOT PROCEED UNTIL THE
CONSTRUCTION BASELINE AND HORIZONTAL CONTROL TEST
POINTS HAVE BEEN LOCATED AS SHOWN.
3. BUILDING GRID LAYOUT IS PER THE ARCHITECT.
NORTH
BM
BM
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FIRE
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FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
W
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GEO
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GEO
GEO
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GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
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EO
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TT
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T11
SEWER MANHOLE
RIM: 2728.22
INV. IN (SE):-6.85
INV. IN (NE):-6.89
INV.OUT (NW):-6.90
SEWER MANHOLE
RIM: 2726.71
INV. IN (SE):-7.17 - 8"
INV. IN (NE):-7.19 - 8"
INV.OUT (NW):-7.20 - 8"
SEWER MANHOLE
RIM: 2724.73
INV. IN (SE):-9.14 - 8"
INV.OUT (E):-9.15 - 8"
STORM DRAIN MANHOLE
RIM: 2724.58
INV. IN (NE):-3.81 - 12"
INV.OUT (SW):-3.81 - 12"
INLET
GRATE: 2723.92
INV.OUT (SE):-1.85
INLET
GRATE: 2724.31
INV.OUT (SE):-2.14
S&G TRAP
RIM (NE): 2724.18
INV.IN(NW&SE) -3.81 - 12"
RIM (SW): 2724.25
INV.OUT (SW):-4.10 - 12"
INLET
GRATE: 2723.79
INV.OUT (SE):-2.60
S&G TRAP
RIM (NE): 2724.75
UNABLE TO MEASURE
RIM (SW): 2724.68
UNABLE TO MEASURE
INLET
GRATE: 2723.74
INV.IN & OUT:-2.30 - 12"
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
BENCH MARK #6
N: 712632.83
E: 2507405.76
EL: 2724.56
BRASS CAP
BENCH MARK #5
N: 712713.54
E: 2507465.30
EL: 2724.86
BRASS CAP
BENCH MARK #1
N: 712885.38
E: 2507693.57
EL: 2725.07
MAG SPIKE
BENCH MARK #2
N: 712562.09 E: 2507823.15
EL: 2726.93
MAG NAIL
PRESSURE
IRRIGATION
CONTROLS
BENCH
UTILITY DUCT BANK
DEPTH UNKNOWN.
SEE NOTE 3.
POWER TO
SPRINKLER
CONTROL BOX
IN MEMORY STONE
ROOF
DRAINS
POSSIBLE GEOTHERMAL
STUBS EXTRACTION /
INJECTION 2" LINES
PER RECORD DWGS
UNKNOWN
VALVE
DRAIN FIELD PER
RECORD DWGS
POSSIBLE WATER STUB
PER RECORD DWGS
GEOTHERMAL STUBS
SEWER
STUBS
3.2' VAULT MANHOLE
RIM: 2726.03
8'X10' VAULT
6" WATER LINE
6" WATER LINE
GRASS AREA
GRASS AREA
RAMP
G R
AS
S
AR
EA
PA
R
KI
N
G
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
TEMPORARY ORANGE
PLASTIC CONSTRUCTION
FENCE (TYP)
FILTER FABRIC
SILT FENCE
CATCH BASIN/INLET
PROTECTION (TYP)
CG210
CG210
CG210
N O
RTH
VA H
O
SPITAL LO
O
P RO
AD
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
APPROXIMATE
LIMITS OF WORK
TEMPORARY
CONSTRUCTION FENCE
ENTRANCE GATE
PROPOSED BUILDING
REFER TO DETAIL 1 ON THIS SHEET FOR
GEOGRID REINFORCING AND REQUIRED
OVEREXCAVATION FOR FOOTINGS
CG200
2'2'
6" TY
P
1.
5'
FOOTING PER STRUCTURAL
SLAB ON GRADE BY
STRUCTURAL
STRUCTURAL FILL (ISPWC TYPE
1 CRUSHED AGGREGATE BASE)
COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D1557
NATIVE COMPACTED
SUBGRADE
TENSAR TX160
GEOGRID
NOTES:
1. GEOGRID REINFORCING SHALL BE PLACED UNDER ALL BUILDING FOOTINGS AS REQUIRED
BY THE GEOTECHNICAL ENGINEER.
2. GEOGRID SHALL EXTEND A MINIMUM 2-FEET BEYOND THE FOOTING ON ALL SIDES.
3. GEOGRID SHALL BE OVERLAPPED A MINIMUM DISTANCE OF 2-FEET BETWEEN SPLICES.
4. REFER TO STRUCTURAL PLANS FOR SLAB ON GRADE AND CAPILLARY BREAK INFORMATION.
GEOGRID REINFORCING UNDER FOOTINGS
SCALE: 1" = 2'
CG200
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
E
E E
ORP R
O
E
S N
NI
N
M
A A
F.
R
IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
1 inch = 20 feet
10 20 40
1. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN
ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE FACILITIES SHALL BE
UPGRADED (E.G. ADDITIONAL PUMPS, RELOCATION OR
ADDITION OF DITCHES, SILT FENCES, ETC.) BY THE
CONTRACTOR AS NEEDED FOR UNEXPECTED STORM EVENTS
AT NO ADDITIONAL COST TO THE VA.
2. MONITOR DISCHARGE FLOW AND WATER QUALITY OF
DISCHARGE INTO STORM DRAIN. INCLUDE SAND FILTERS AS
REQUIRED, TO MEET THE VA TURBIDITY DISCHARGE
REQUIREMENTS.
3. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHOWN
ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
WITH ALL CLEARING, GRADING, AND EXCAVATION
ACTIVITIES IN SUCH A MANNER AS TO INSURE THAT
SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE.
4. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL
BE INSPECTED DAILY BY A CERTIFIED EROSION CONTROL
LEAD, AND MAINTAINED AS NECESSARY OR AS DIRECTED BY
THE VA TO ENSURE THEIR CONTINUED FUNCTIONING.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
MAINTAINED UNTIL NO LONGER NECESSARY. ADDITIONAL
MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED
AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
6. PROVIDE CONSTRUCTION FENCING AS REQUIRED FOR
SAFETY AND AS DIRECTED BY THE COR.
7. NO SEDIMENT SHALL BE TRACKED ONTO PAVED STREETS OR
ROADWAYS. THE CONTRACTOR SHALL EMPLOY EMERGENCY
MEASURES TO REMOVE SEDIMENT FROM PAVED SURFACES,
AS NEEDED. SEDIMENT TRACKED ONTO PAVED SURFACES
SHALL NOT BE WASHED INTO STORM DRAINS OR OTHER
UTILITY INLETS.
8. PROVIDE INLET PROTECTION TO ALL DOWNSTREAM INLETS
AND CATCH BASINS WITHIN 500 FEET OF THE JOB SITE.
9. MAINTAIN INLET PROTECTION FOR ALL ON-SITE INLETS
UNTIL CONNECTED STORM DRAIN INFRASTRUCTURE IS
FULLY DEMOLISHED AND DISCONNECTED FROM THE SYSTEM.
10. UPON FINAL COMPLETION OF THE PROJECT, ALL EROSION
AND SEDIMENT CONTROL FACILITIES SHALL BE REMOVED BY
THE CONTRACTOR. CARE SHALL BE TAKEN TO AVOID
SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM DURING
THE REMOVAL PROCESS.
11. CONTRACTOR MUST TAKE CARE TO PROTECT THE
SURROUNDING ENVIRONMENT DURING THE CONSTRUCTION
PROCESS.
LEGEND
TESC NOTES
CG200
NORTH
APPROXIMATE LIMITS OF WORK
FILTER FABRIC SILT FENCE
TEMPORARY ORANGE PLASTIC
CONSTRUCTION FENCE
CATCH BASIN/INLET
PROTECTION
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
TEMPORARY CONSTRUCTION
FENCE ENTRANCE GATE
TEMPORARY EROSION AND
SEDIMENT CONTROL PLAN
EXCEPT MAY BE REDUCED TO
50' MIN FOR SITES WITH LESS THAN
4" TO 8" QUARRY SPALLS
EXISTING ROAD R=25'
INGRESS / E
GRESS AREA
15' M
IN
PROVIDE FU
LL
WIDTH OF
M
IN
AS REQUIRED 100' MIN
ONE ACRE OF EXPOSED SOIL
TYPICAL CROSS SECTION
3'2' M
IN
2"X2"X14 GAUGE WIRE
FABRIC, OR
EQUIVALENT, IF
STANDARD STRENGTH
FABRIC USED
BACKFILL TRENCH WITH
NATIVE SOIL MATERIAL OR
3/4" TO 1-1/2" WASHED
GRAVEL.
NEWLY GRADED
OR DISTURBED
SOILS
MIN 4"X4" TRENCH
BURY BOTTOM OF FILTER
FABRIC MATERIAL WITH
EXCAVATED MATERIAL
2"X4" WOOD POSTS, STEEL
FENCE POSTS, REBAR, OR
EQUIVALENT.
6' MAX SPACING
EXISTING GRADE OR
UNDISTURBED SOILS
12"
MIN
PROJECT SITE
ORANGE PLASTIC
CONSTRUCTION FENCE
FILTER FABRIC
FILTER FABRIC SILT FENCE
NTS
CG210
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
NTS
CG210
CATCH BASIN/INLET PROTECTION
NTS
CG210
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
E
E E
ORP R
O
E
S N
NI
N
M
A A
F.
R
IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
CG210
TEMPORARY EROSION AND
SEDIMENT CONTROL DETAILS
BM
BM
BM
T
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EO
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EO
G
EO
G
EO
E E
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
W
W
W
W W
W W
W W
W W
W
W
W W
W W
W
W
W
W
W
W
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GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
EO
G
EO
SS
TT
T
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T
W
W
E
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E
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E
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SD
SD
W
W
SD
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SD
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SD
SD
SD
SD
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SD
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T11
SEWER MANHOLE
RIM: 2728.22
INV. IN (SE):-6.85
INV. IN (NE):-6.89
INV.OUT (NW):-6.90
SEWER MANHOLE
RIM: 2726.71
INV. IN (SE):-7.17 - 8"
INV. IN (NE):-7.19 - 8"
INV.OUT (NW):-7.20 - 8"
SEWER MANHOLE
RIM: 2724.73
INV. IN (SE):-9.14 - 8"
INV.OUT (E):-9.15 - 8"
STORM DRAIN MANHOLE
RIM: 2724.58
INV. IN (NE):-3.81 - 12"
INV.OUT (SW):-3.81 - 12"
INLET
GRATE: 2723.92
INV.OUT (SE):-1.85
INLET
GRATE: 2724.31
INV.OUT (SE):-2.14
S&G TRAP
RIM (NE): 2724.18
INV.IN(NW&SE) -3.81 - 12"
RIM (SW): 2724.25
INV.OUT (SW):-4.10 - 12"
INLET
GRATE: 2723.79
INV.OUT (SE):-2.60
S&G TRAP
RIM (NE): 2724.75
UNABLE TO MEASURE
RIM (SW): 2724.68
UNABLE TO MEASURE
INLET
GRATE: 2723.74
INV.IN & OUT:-2.30 - 12"
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
BENCH MARK #6
N: 712632.83
E: 2507405.76
EL: 2724.56
BRASS CAP
BENCH MARK #5
N: 712713.54
E: 2507465.30
EL: 2724.86
BRASS CAP
BENCH MARK #1
N: 712885.38
E: 2507693.57
EL: 2725.07
MAG SPIKE
BENCH MARK #2
N: 712562.09 E: 2507823.15
EL: 2726.93
MAG NAIL
PRESSURE
IRRIGATION
CONTROLS
BENCH
UTILITY DUCT BANK
DEPTH UNKNOWN.
SEE NOTE 3.
POWER TO
SPRINKLER
CONTROL BOX
IN MEMORY STONE
ROOF
DRAINS
POSSIBLE GEOTHERMAL
STUBS EXTRACTION /
INJECTION 2" LINES
PER RECORD DWGS
UNKNOWN
VALVE
DRAIN FIELD PER
RECORD DWGS
POSSIBLE WATER STUB
PER RECORD DWGS
GEOTHERMAL STUBS
SEWER
STUBS
3.2' VAULT MANHOLE
RIM: 2726.03
8'X10' VAULT
6" WATER LINE
6" WATER LINE
POWER BOX
GRASS AREA
GRASS AREA
RAMP
G R
AS
S
AR
EA
PA
R
KI
N
G
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
N O
RTH
VA H
O
SPITAL LO
O
P RO
AD
REMOVE EXISTING
TREE (TYP)
PROPOSED BUILDING
APPROXIMATE
LIMITS OF WORK
EX MEMORY STONE
SEE NOTE 11.
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
E
E E
ORP R
O
E
S N
NI
N
M
A A
F.
R
IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
1. SEE SHEET C-100 FOR ABBREVIATIONS AND LEGEND.
2. PROTECT IN PLACE ALL UNDERGROUND UTILITIES AND
ASSOCIATED STRUCTURES WITHIN THE LIMIT OF WORK
UNLESS NOTED OTHERWISE.
3. DEMOLISH ALL EXISTING SURFACE FEATURES WITHIN THE
LIMIT OF WORK UNLESS NOTED OTHERWISE
4. PROTECT IN PLACE ALL UTILITIES AND SURFACE FEATURES
OUTSIDE THE LIMIT OF WORK.
5. CONTRACTOR SHALL WALK THE SITE WITH THE COR PRIOR
TO CONSTRUCTION TO VERIFY LIMITS OF SITE
DISTURBANCE AND EXISTING FEATURES, UTILITIES, AND
STRUCTURES TO BE PROTECTED.
6. MAKE VERTICAL SAWCUTS BETWEEN EXISTING PAVEMENT
TO REMAIN AND PAVEMENT TO BE REMOVED. PROTECT IN
PLACE PAVEMENT OUTSIDE SAWCUT LINE.
7. PROVIDE CONSTRUCTION FENCING, SIGNAGE, AND
BARRIERS AS REQUIRED TO PREVENT UNAUTHORIZED
ACCESS INTO THE DEMOLITION AREA.
8. REFER TO ELECTRICAL PLANS FOR INFORMATION ON
REMOVAL OF EXISTING ELECTRICAL INFRASTRUCTURE.
9. CONTRACTOR SHALL REMOVE ALL DEMOLITION DEBRIS
FALLING OUTSIDE THE LIMIT OF WORK IMMEDIATELY.
10. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION
MATERIAL OFF-SITE IN A SAFE AND LEGAL MANNER AT NO
ADDITIONAL EXPENSE TO THE OWNER.
11. CONTRACTOR SHALL SALVAGE THE EXISTING MEMORY
STONE AND HAND IT OVER TO THE COR PRIOR TO
BEGINNING CONSTRUCTION.
12. A PRE-EXCAVATION MEETING IS REQUIRED WITH THE STATE
HISTORIC PRESERVATION OFFICE (SHPO) AND THE PROJECT
COR BEFORE ANY GROUND DISTURBANCE TAKES PLACE.
COORDINATE THE TIME AND LOCATION OF THE MEETING
WITH THE PROJECT COR AND LOCAL SHPO STAFF.
13. THE SHPO INADVERTENT DISCOVERY PLAN (IDP) PROTOCOLS
MUST BE FOLLOWED ON THIS PROJECT. REFERENCE PROJECT
SPECIFICATION APPENDICES FOR DETAILS OF IDP AND
COORDINATE WITH THE PROJECT COR.
SITE DEMOLITION NOTES
LEGEND
APPROXIMATE LIMITS OF WORK
SAWCUT LINE
REMOVE EXISTING TREE
PROTECT EXISTING SIDEWALK
FLAG NOTES
PROTECT CURB EAST AND WEST OF THE SAWCUT AREA
MARKED. SEE NOTE 6 ABOVE.
PROTECT EXISTING STREET LIGHT AND ANY ASSOCIATED
CONDUITS. REFER TO ES101 FOR STREET LIGHTING WORK.
REMOVE AND STORE SOLAR CROSSWALK LIGHTS.
RE-INSTALL AT PROJECT COMPLETION PER ELECTRICAL
PLANS.
PROTECT EXISTING SIDEWALK. MAINTAIN PEDESTRIAN
ACCESS IN THIS AREA THROUGHOUT CONSTRUCTION.
PROTECT EXISTING TREE.
RELOCATE EXISTING STREET LIGHT POLE AND BASE AND
EXTEND ANY ASSOCIATED CONDUITS PER ELECTRICAL PLAN
ES101.
1 inch = 20 feet
10 20 40
CD300
NORTH
SITE DEMOLITION PLAN
BM
BM
BM
T
T
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
E E
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
W
W
W
W W
W W
W W
W W
W
W
W W
W W
W
W
W
W
W
W
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
EO
G
EO
SS
TT
T
T
T
W
W
E
E
E
E
E
E
E
E
E
E
SD
SD
SD
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W W
W
W
W
W
W
W
E
E
E E
E
E
T11
SEWER MANHOLE
RIM: 2728.22
INV. IN (SE):-6.85
INV. IN (NE):-6.89
INV.OUT (NW):-6.90
SEWER MANHOLE
RIM: 2726.71
INV. IN (SE):-7.17 - 8"
INV. IN (NE):-7.19 - 8"
INV.OUT (NW):-7.20 - 8"
SEWER MANHOLE
RIM: 2724.73
INV. IN (SE):-9.14 - 8"
INV.OUT (E):-9.15 - 8"
STORM DRAIN MANHOLE
RIM: 2724.58
INV. IN (NE):-3.81 - 12"
INV.OUT (SW):-3.81 - 12"
INLET
GRATE: 2723.92
INV.OUT (SE):-1.85
INLET
GRATE: 2724.31
INV.OUT (SE):-2.14
S&G TRAP
RIM (NE): 2724.18
INV.IN(NW&SE) -3.81 - 12"
RIM (SW): 2724.25
INV.OUT (SW):-4.10 - 12"
INLET
GRATE: 2723.79
INV.OUT (SE):-2.60
S&G TRAP
RIM (NE): 2724.75
UNABLE TO MEASURE
RIM (SW): 2724.68
UNABLE TO MEASURE
INLET
GRATE: 2723.74
INV.IN & OUT:-2.30 - 12"
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
BENCH MARK #6
N: 712632.83
E: 2507405.76
EL: 2724.56
BRASS CAP
BENCH MARK #5
N: 712713.54
E: 2507465.30
EL: 2724.86
BRASS CAP
BENCH MARK #1
N: 712885.38
E: 2507693.57
EL: 2725.07
MAG SPIKE
BENCH MARK #2
N: 712562.09 E: 2507823.15
EL: 2726.93
MAG NAIL
PRESSURE
IRRIGATION
CONTROLS
UTILITY DUCT BANK
DEPTH UNKNOWN.
SEE NOTE 3.
POWER TO
SPRINKLER
CONTROL BOX
ROOF
DRAINS
UNKNOWN
VALVE
POSSIBLE WATER STUB
PER RECORD DWGS
GEOTHERMAL STUBS
ER
3.2' VAULT MANHOLE
RIM: 2726.03
8'X10' VAULT
6" WATER LINE
6" WATER LINE
POWER BOX
GRASS AREA
RAMP
G R
AS
S
AR
EA
PA
R
KI
N
G
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
MN
O
RTH
VA H
O
SPITAL LO
O
P RO
AD
FFE=2725.85
9+00
10+00
11+00
12+00
13+00
14+00
15+00
6' M
IN
(2) 2" DOMESTIC
WATER LINES IN
JOINT TRENCH
PROFILE
GEOTHERMAL
RETURN PROFILE
GEOTHERMAL
SUPPLY PROFILE
SANITARY
SEWER PROFILE
APPROXIMATE
LIMITS OF WORK
STA. 12+25.70, 19.72' LT
CONNECT TO EX. 6" WATER MAIN
(1) DOUBLE STRAP SERVICE SADDLE
(1) 2" GATE VALVE WITH ADJUSTABLE
VALVE BOX
STA. 12+19.29, 5.19' RT
CONNECT TO EX. 8"
GEOTHERMAL MAINS
STA. 12+18.46, 6.45' RT
CONNECT TO EX. 8"
GEOTHERMAL MAINS
(2) GATE VALVES
STA. 11+35.30, 17.37' RT
CONNECT TO EX. SANITARY
SEWER MANHOLE
STA. 10+78.17, 22.77' RT
90° HORZ BEND
RESTRAINED JOINT
THRUST BLOCK
FIRE SERVICE
PROFILE
STA. 10+78.71, 14.91' LT
CONNECT TO EX. 6"
FIRE/IRRIGATION MAIN
(1) 6"x6" TEE
(1) GATE VALVE
THRUST BLOCK
BUILDING MOUNTED
FDC. SEE PLUMBING.
STA. 10+95.39, 22.77' RT
POST-INDICATOR VALVE
STA. 11+35.33, 20.02' RT
SANITARY SEWER POC
SEE PLUMBING FOR
CONTINUATION
STA. 12+15.02, 23.28' RT
6" FIRE SERVICE POC
SEE PLUMBING FOR
CONTINUATION
STA. 12+18.46, 20.02' RT
3" GEOTHERMAL SUPPLY
& RETURN POC. SEE PLUMBING
FOR CONTINUATION
STA. 12+21.76, 19.91' RT
2" DOMESTIC WATER POC
SEE PLUMBING FOR CONTINUATION
STA. 12+15.03, 22.75' RT
90° HORZ BEND
RESTRAINED JOINT
THRUST BLOCK
STORMWATER DRAINAGE SYSTEM
SEE NOTE 9
PROPOSED TREE PER
LANDSCAPE (TYP)
STA. 12+23.70, 19.82' LT
CONNECT TO EX. 6" WATER MAIN
(1) DOUBLE STRAP SERVICE SADDLE
(1) 2" GATE VALVE WITH ADJUSTABLE
VALVE BOX
STA. 12+23.79, 20.06' RT
2" DOMESTIC WATER POC
SEE PLUMBING FOR CONTINUATION
EXISTING FIRE
HYDRANT TO REMAIN
EXISTING FIRE
HYDRANT TO REMAIN
115' FROM FDC
EXISTING FIRE
HYDRANT TO REMAIN
CU410
CU410
CU4104
CU410
CU410
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
E
E E
ORP R
O
E
S N
NI
N
M
A A
F.
R
IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
1. FDC SHALL BE MOUNTED TO THE BUILDING. REFER TO FIRE
PROTECTION PLAN PF105 FOR INFORMATION.
2. DOMESTIC WATER AND FIRE PROTECTION BACKFLOW
PREVENTION IS LOCATED INSIDE THE BUILDING. REFER TO
PLUMBING PLANS FOR INFORMATION.
3. CONTRACTOR SHALL COORDINATE PROTECTION AND
ADJUSTMENT OF ALL UTILITIES AND UTILITY STRUCTURE
WITH THE COR.
4. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY DEPTHS
AND LOCATIONS PRIOR TO BEGINNING CONSTRUCTION
ACTIVITIES. POTHOLE ALL UTILITY CROSSINGS AT WATER
SERVICE AND FIRE SERVICE CROSSINGS A MINIMUM 2
WEEKS PRIOR TO INSTALLATION.
5. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR
SHALL LOCATE ALL WATER SHUT OFF VALVES AND VERIFY
THAT THE VALVES ARE IN WORKING ORDER. A WATER VALVE
MAP MUST BE GENERATED AND KEPT ON SITE THROUGHOUT
THE DURATION OF THE PROJECT.
6. CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY
STRUCTURES TO REMAIN TO GRADE AT PROJECT
COMPLETION.
7. STATIONS, OFFSETS, AND DIMENSIONS SHOWN HEREIN ARE
TO THE CENTER OF UTILITY PIPES OR STRUCTURES UNLESS
NOTED OTHERWISE.
8. ELECTRICAL AND TELECOMMUNICATION LINEWORK SHOWN
HEREIN IS FOR REFERENCE ONLY. SEE ELECTRICAL PLANS.
9. REFER TO SHEET CG500 FOR INFORMATION ABOUT THE
STORMWATER DRAINAGE SYSTEM.
10. REFER TO SHEET CU410 FOR UTILITY PROFILES.
1 inch = 20 feet
10 20 40
UTILITY NOTES
LEGEND
APPROXIMATE LIMITS OF WORK
SANITARY SEWER LINE
DOMESTIC WATER LINE
FIRE SERVICE LINE
THRUST BLOCK & BEND
POST-INDICATOR VALVE (PIV)
GATE VALVE
CU400
NORTH
UTILITY PLAN
EX GRADE
FINISH GRADE
EX
S A N
IT
A R Y
S
EW
ER
IE
.6
CU410
DOMESTIC WATER PROFILE
SCALE: 1" = 5'
EX
G
EO
TH
ER
M
A L
S U
PP
LY
C O
N N
EC
T
TO
EX
W A
TE
R M
A
IN
EX
G
EO
TH
ER
M
A L
R
ET
U R N
EX
E
LE
C
TR
IC
A L
EX
FI
R E
M A
IN
EX
C
O N
D U
IT
B A N
K
3' C
O V
ER
M
IN
PROPOSED
BUILDING
W A
TE
R P
O C
S
EE
P
LU
M B
IN
G F
O R
C O
N
TI
N U
A
TI
O N
GATE VALVE
V
ER
TI
C A L
B
EN
D
V
ER
TI
C A L
B
EN
D
2 LF 2" DW
6 LF 2" DW
19 LF 2" DW
6 LF 2" DW
11 LF 2" DW
V
ER
TI
C A L
B
EN
D
V
ER
TI
C A L
B
EN
D
(2) 2" DOMESTIC WATER
LINES IN JOINT TRENCH
CU410
GEOTHERMAL RETURN PROFILE
SCALE: 1" = 5'
PROPOSED
BUILDING
C O
N N
EC
T
TO
EX
G
EO
TH
ER
M A L
R
ET
U R N
EX
G
EO
TH
ER
M
A L
S U
PP
LY
EX
S A N
IT
A R Y
S
EW
ER
IE
.6
EX GRADE
FINISH GRADE
G
EO
TH
ER
M A L
PO
C
S
EE
P
LU
M B
IN
G F
O R
C O
N
TI
N U
A
TI
O N
15 LF 3"
GATE VALVE
CU410
GEOTHERMAL SUPPLY PROFILE
SCALE: 1" = 5'
EX
S A N
IT
A R Y
S
EW
ER
IE
.7
C O
N N
EC
T
TO
EX
G
EO
TH
ER
M A L
S U
PP
LY
EX GRADE
FINISH GRADE
G
EO
TH
ER
M A L
PO
C
S
EE
P
LU
M B
IN
G F
O R
C O
N
TI
N U
A
TI
O N
PROPOSED
BUILDING
EX
G
EO
TH
ER
M
A L
R
ET
U R N
14 LF 3"
GATE VALVE
CU410
SANITARY SEWER PROFILE
SCALE: 1" = 5'
S
EW
ER
P
O C
S
EE
P
LU
M B
IN
G F
O R
C O
N
TI
N U
A
TI
O N
IE
.3
PROPOSED
BUILDING
(E X
EX
G
EO
TH
ER
M
A L
S U
PP
LY
EX GRADE
FINISH GRADE
(E X
NOTE : RAISE RIM
OF EXISTING
SANITARY SEWER
MANHOLE TO MATCH
FINISH GRADE.
6" FIRE SERVICE
C O
N N
C
ET
T O
E X S
S M
H
R
IM
.5
6"
I E
IN
.2
(W
8" I
E O
U T=
.0
(S
8" I
E O
U T=
.9
(N
6 LF 6" SS
@ 2.0%
CU410
FIRE PROFILE
SCALE: 1" = 5'
EX
W
A
TE
R M
A
IN
C O
N N
EC
T
TO
EX
FI
R E
M A
IN
H O
R Z O
N
TA
L B
EN
D
EX
E
LE
C
TR
IC
A L
EX
C
O N
D U
IT
B
A N
K
EX
G
EO
TH
ER
M
A L
R
ET
U R N
POST-INDICATOR
VALVE
EX
S A N
IT
A R Y
S
EW
ER
IE
.6
PROPOSED
BUILDING
6" S
S
IE
.5
H O
R Z O
N
TA
L B
EN
D
GATE VALVE
4 LF 6" FS
6 LF 6" FS
V
ER
TI
C A L
B
EN
D
R J)
(2
V
ER
TI
C A L
B
EN
D
R J)
6 LF 6" FS
14 LF 6" FS
9 LF 6" FS
137 LF 6" FS
EX COMM
EX
G
EO
TH
ER
M
A L
S U
PP
LY
(2
V
ER
TI
C A L
B
EN
D
R J)
EX GRADE
FINISH GRADE
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
E
E E
ORP R
O
E
S N
NI
N
M
A A
F.
R
IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
CU410
1 inch = 20 ft. HORZ
10' 20' 40'
1 inch = 20 ft. VERT
10' 20' 40'
1. REFER TO MEP PLANS FOR PIPING, CONNECTION, AND
TRENCH INFORMATION FOR GEOTHERMAL RETURN LINE.
NOTES
1. REFER TO MEP PLANS FOR PIPING, CONNECTION, AND
TRENCH INFORMATION FOR GEOTHERMAL SUPPLY LINE.
NOTES
UTILITY PROFILES
M
2725 2725
N O
RTH
VA H
O
SPITAL LO
O
P RO
AD
FFE=2725.85
GRADING
ENLARGEMENT
CG530
GRADING
ENLARGEMENT
CG530
GRADING
ENLARGEMENT
CG530
CG520
LANDSCAPE DRAIN
STA. 12+30.49, 162.88' RT
SDCO #2
STORM DRAIN PROFILE
CG510
CG510
STA. 11+87.88, 279.96' RT
SDMH #5
STA. 12+51.23, 162.92' RT
SDMH #3
STA. 12+79.58, 185.92' RT
SDMH #4
84 x 50 x 4
SEEPAGE BED
STA. 12+30.59, 110.85' RT
SDCO #1
SDCO (TYP)
STA. 12+29.29, 110.85' RT
ROOF LEADER POC
SEE PLUMBING FOR
CONTINUATION
APPROXIMATE
LIMITS OF WORK
9+00
10+00
11+00
12+00
13+00
14+00
15+00
STA. 12+97.66, 255.95' RT
SEDIMENTATION TANK
STA. 12+38.48, 162.90' RT
END LANDSCAPE DRAIN
CG520
2724.99 (EX)
2724.98 (EX)
2726.06 (EX)
2726.01 (EX)
2727.83 (EX)
2727.85 (EX)
STA. 12+60.00, 246.62' RT
INLET CATCH BASIN TYPE 3
RIM=2724.81
IE=2722.31 (8" OUT, SW)
STA. 11+84.27, 265.33' RT
INLET CATCH BASIN TYPE 3
RIM=2724.91
IE=2722.41 (8" OUT, SW)
STA. 12+38.72, 30.68' RT
SDCO #3
RIM=2725.66
6" IE=2722.78 (IN)
6" IE=2722.78 (OUT)
CG521
STA. 12+70.94, 279.74' RT
GROUNDWATER
OBSERVATION WELL
CG520
STA. 11+01.87, 19.27' RT
SDCO #5
BEGIN LANDSCAPE DRAIN
RIM=2725.71
6" IE=2724.00 (OUT)
STA. 12+27.32, 19.28' RT
SDCO #4
RIM=2725.73
6" IE=2722.92 (IN)
6" IE=2722.92 (OUT)
CG521
2724.62
2724.53
2725.85
2725.85
STORM DRAIN PROFILE
125 LF 6" PERF SD @ 0.86%
16 LF 6" PERF SD @ 0.86%
LF
PE
RF
S
D
.8
6%
TYP
TYP
CG521 STA. 13+02.14, 274.04' RT
SDCO #6
CG520
BM
BM
BM
BM
T
T
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
G
EO
E E
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
W
W
W
W W
W W
W W
W W
W
W
W W
W W
W
W
W
W
W
W
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
GEO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
EO
G
EO
SS
TT
T
T
T
W
W
E
E
E
E
E
E
E
E
E
E
SD
SD
SD
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W W
W
W
W
W
W
W
E
E
E E
E
E
T11
SEWER MANHOLE
RIM: 2728.22
INV. IN (SE):-6.85
INV. IN (NE):-6.89
INV.OUT (NW):-6.90
SEWER MANHOLE
RIM: 2726.71
INV. IN (SE):-7.17 - 8"
INV. IN (NE):-7.19 - 8"
INV.OUT (NW):-7.20 - 8"
SEWER MANHOLE
RIM: 2724.73
INV. IN (SE):-9.14 - 8"
INV.OUT (E):-9.15 - 8"
STORM DRAIN MANHOLE
RIM: 2724.58
INV. IN (NE):-3.81 - 12"
INV.OUT (SW):-3.81 - 12"
INLET
GRATE: 2723.92
INV.OUT (SE):-1.85
INLET
GRATE: 2724.31
INV.OUT (SE):-2.14
S&G TRAP
RIM (NE): 2724.18
INV.IN(NW&SE) -3.81 - 12"
RIM (SW): 2724.25
INV.OUT (SW):-4.10 - 12"
INLET
GRATE: 2723.79
INV.OUT (SE):-2.60
S&G TRAP
RIM (NE): 2724.75
UNABLE TO MEASURE
RIM (SW): 2724.68
UNABLE TO MEASURE
INLET
GRATE: 2723.74
INV.IN & OUT:-2.30 - 12"
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
BENCH MARK #6
N: 712632.83
E: 2507405.76
EL: 2724.56
BRASS CAP
BENCH MARK #5
N: 712713.54
E: 2507465.30
EL: 2724.86
BRASS CAP
BENCH MARK #1
N: 712885.38
E: 2507693.57
EL: 2725.07
MAG SPIKE
BENCH MARK #2
N: 712562.09 E: 2507823.15
EL: 2726.93
MAG NAIL
PRESSURE
IRRIGATION
CONTROLS
UTILITY DUCT BANK
DEPTH UNKNOWN.
SEE NOTE 3.
POWER TO
SPRINKLER
CONTROL BOX
ROOF
DRAINS
UNKNOWN
VALVE
POSSIBLE WATER STUB
PER RECORD DWGS
GEOTHERMAL STUBS
ER
3.2' VAULT MANHOLE
RIM: 2726.03
8'X10' VAULT
6" WATER LINE
6" WATER LINE
POWER BOX
GRASS AREA
RAMP
G R
AS
S
AR
EA
PA
R
KI
N
G
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
2727.55
2727.64
R
Call 811 two business days before you dig
1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
CONSTRUCT PRIMARY
CARE / MENTAL HEALTH
BUILDING
BOISE VA MEDICAL CENTER - BOISE, ID
531-325
SPEES DESIGN BUILD
625 1ST AVE #301
SEATTLE, WA, 98014
(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
07/23/2021 DC/CM
Revisions: Date:
JCG
P-17032
G F
I LA NS
E
E E
ORP R
O
E
S N
NI
N
M
A A
F.
R
IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
1. CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION AND
INVERT ELEVATION OF STORM DRAIN POINT OF
CONNECTION AND NOTIFY ENGINEER IMMEDIATELY IF
DIFFERENT FROM PLANS.
2. ALL STORMWATER ELEMENTS INCLUDING PIPES, CATCH
BASINS, MANHOLES, AND WATER QUALITY FACILITIES WILL
BE MAINTAINED BY THE PROPERTY OWNER AFTER
COMPLETION OF THE PROJECT.
3. ALL DIMENSIONS, STATIONS, AND OFFSETS SHOWN FOR
UTILITY STRUCTURES ARE MEASURED TO THE CENTER OF
STRUCTURE, UNLESS NOTED OTHERWISE.
4. REFER TO SHEET CG510 FOR STORM DRAINAGE PROFILES.
5. REFER TO SHEET CU400 FOR SITE UTILITIES.
1 inch = 20 feet
10 20 40
GRADING AND STORM DRAINAGE NOTES
LEGEND
APPROXIMATE LIMITS OF WORK
GRADING ENLARGEMENT
GRADE BREAK
SPOT ELEVATION
STORM DRAIN < 12"
LANDSCAPE DRAIN
48" STANDARD CONCRETE
CATCH MANHOLE
INLET CATCH BASIN TYPE III
SDCO
GROUNDWATER
OBSERVATION WELL
CG500
XXXX
M
NORTH
GRADING AND STORM DRAINAGE PLAN
File details come from the government source that posted it. Updated .