Attachment 3 - 531-22-103 CDV2 Drawings.pdf
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- Solicitation number
- 36C26026R0046
About this file
This file is a set of construction drawings (Attachment 3: CDV2 Drawings) for the Add Parking on Parade Grounds project at Boise VA Medical Center in Boise, Idaho (Project No. 531-22-103). The drawings comprise 22 sheets of detailed construction documents prepared by Spees Design Build (architect/engineer of record) with civil engineering by KPFF, landscape design by Russell Design Source, and electrical engineering by LC Engineers. The project involves constructing a new 110-space parking lot on the parade grounds, including paved surface with asphalt and concrete curbing, storm drainage infrastructure with catch basins and a 1,000-gallon sedimentation tank, irrigation systems, landscape plantings, and electrical site lighting. Key construction elements include temporary erosion and sediment control measures, demolition of existing site features, grading and drainage plans with storm drain pipes ranging from 6 to 8 inches, parking stall layout at 9'x18' dimensions with accessible spaces, and connection to existing electrical infrastructure in Building 79.
The construction documents include detailed specifications for site preparation, materials, and installation standards. Critical coordination requirements noted throughout include field verification of existing conditions before work begins, protection of existing utilities (particularly a US West direct-buried cable), coordination with a concurrent Primary Care Facility project (No. 531-325) that shares certain storm drain infrastructure, and maintenance of existing irrigation systems in protected areas. The contractor must verify benchmark locations, construction baseline coordinates, and all horizontal control test points prior to commencing work. Landscape improvements include native and drought-tolerant plantings such as river birch, European hornbeam, magnolia, and various shrubs and ground covers. Electrical work includes new parking lot lighting tied to existing Panel 1 Circuit 3 in Building 79, with conduit and handhole installations specified for both power and surveillance systems.
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AC
AC AC
AC
C
ES
S
R O
AD
OFFICER ROW (ONE WAY)
EAST VA LOOP(ONE
WAY)<
C
OLLIN
S
ROAD
U N
IO
N
S
TR
EE
T (O N E W
AY
R V
R V
FUEL TANK
LOCATION
T110
T121
FR
E
ES
TO
N E
C R E E K
T124
BOISE SCHOOL PROPERTYM
O U N
TAIN
C O
VE
R D
STATE OFIDAHOVETERANSHOME
R O B B
IN
S
R O A D
FORTSTREET
HAYS
STREET
F
IF
T H
S T R E E T
M M
M
M M
ABA
ND
ON
ED
STEA
M
VAU
LT
T116
T119
WATER SYSTEM
ABANDONED
ABANDONED
ROUNDRESERVOIR
ARCHITECTURAL
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
PHONE: (206) 590-2118
DESIGN TEAM
CIVIL
KPFF
LANDSCAPE
RUSSEL DESIGN SOURCE
ELECTRICAL
LC ENGINEERS
421 PARKCENTER BLVD #200
BOISE, ID, 83706
PHONE: (208) 546-9757
1388 N. BIZTOWN LOOP
HAYDEN, ID, 83835
PHONE: (208) 670-8086
248 4TH ST, #501
BREMERTON, WA, 98337
PHONE: (360) 940-0745
PROJECT INFORMATION
STATE: IDAHO
COUNTY: ADA
OWNER: BOISE VA MEDICAL CENTER
500 W FORT ST, BOISE, ID, 83702
INFORMATION APPLICABLE BUILDING
SITE: PARKING LOT
GENERAL NOTES
1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &
SPECIFICATIONS.
2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.
VERIFY WITH VA COR BEFORE PROCEEDING.
3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE
TO VISIT THE SITE.
4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT
IMMEDIATELY TO THE ATTENTION OF THE COR.
5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.
6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK
THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.
7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE
WITH THE CONTRACT DOCUMENTS.
VA BOISE MEDICAL CENTER - BOISE, ID
85A
T110
54 33
T122
T123T124
T11748
T111
NEW PARKING LOT #15
BOISE VA MEDICAL CENTER, BOISE ID
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
G-001
COVER & DRAWING INDEX
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
ADD PARKING ON PARADE
GROUNDS
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
07/01/2021 MK AJ
CONSTRUCTION
DOCUMENTS
ADD PARKING
ON PARADE GROUNDS
BOISE VA MEDICAL CENTER - BOISE, ID
PROJECT #: 531-22-103
TRUE
NORTH
DRAWING INDEX
PAGE # SHEET # SHEET NAME
GENERAL
001 OF 22 G-001 COVER & DRAWING INDEX
002 OF 22 GS101 ARCHITECTURAL SITE PLAN & SIGNAGE
CIVIL
003 OF 22 C-100 CIVIL COVER SHEET
004 OF 22 CG200 TEMPORARY EROSION & SEDIMENT CONTROL PLAN
005 OF 22 CG210 TEMPORARY EROSION & SEDIMENT CONTROL DETAILS
006 OF 22 CD300 DEMOLITION PLAN
007 OF 22 CG400 GRADING & STORM DRAINAGE PLAN
008 OF 22 CG410 STORM DRAIN PROFILES
009 OF 22 CG420 STORM DRAINAGE DETAILS
010 OF 22 CG421 STORM DRAINAGE DETAILS
011 OF 22 CP422 STORM DRAINAGE DETAILS
012 OF 22 CP500 PAVING & HORIZONTAL CONTROL PLAN
013 OF 22 CP510 PAVING DETAILS
LANDSCAPE
014 OF 22 LS101 LANDSCAPE PLAN
015 OF 22 LS102 LANDSCAPE DETAILS
016 OF 22 LI101 IRRIGATION DEMO PLAN
017 OF 22 LI102 DIAGRAMMATIC IRRIGATION PLAN
018 OF 22 LI103 IRRIGATION DETAILS
ELECTRICAL
019 OF 22 E-001 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS
020 OF 22 ES100 SITE ELECTRICAL PLAN
021 OF 22 E-501 ELECTRICAL DETAILS
022 OF 22 E-601 ELECTRICAL SCHEDULES
LOCATION PLAN
Revisions: Date:
VICINITY MAP
PROJECT
NORTH
cjaim Image cjaim Callout
AC
AC AC
T112
T113
SURVEY POINT
SURVEY POINT
NEW PARKING LOT #15
BUILDING
BUILDING
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
T111
BUILDING
N O
R T
H V
A L
O O
P
127'
REFERENCE CIVIL PLANS FOR
MORE DETAILED INFORMATION
SURVEY POINT
SURVEY POINT
PL-12.01-02
PL-12.01-01
60'60' 6'
PL-12.02-01
LIMITS OF SITE DISTURBANCE FOR
CONSTRUCTION OF PARKING LOT
T Y
P
P
LOT # 15
PATIENT PARKING
2'
/2
/4
0' - 1 3/4"
2' - 0"
1 1/2"
/2
"2
/2
3"
Notice Motor vehicles parked in Red zones, zones, reserved ?
spaces or in violation of V.A.
parking regulations, will be towed at owner's expense.
Vehicle Code. Sec. 1234567?
Police Dept. 555-5555
Persons entering government property must consent upon request, to the inspection of all packages, luggage and containers in their posession.
Refusal to consent to inspections is basis for denial of admission.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
GS101
ARCHITECTURAL SITE PLAN &
SIGNAGESPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
ADD PARKING ON PARADE
GROUNDS
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
MK MA/AJ
CONSTRUCTION
DOCUMENTS
PROJECT
NORTH
1" = 40'-0"
ARCHITECTURAL SITE PLAN
Revisions: Date:
GENERAL NOTES
1. ALL WORK TO BE COMPLETED IN ONE PHASE.
2. COORDINATE CONTRACTORS STORAGE LOCATION AT THE
PRE-CONSTRUCTION MEETING WITH COR. THIS INCLUDES,
BUT IS NOT LIMITED TO, AREAS TO BE USED FOR MATERIAL
STORAGE, ACCESS FOR MATERIAL DELIVERIES AND
TRANSPORTATION ROUTES TO THE PROJECT AREA.
3. ENSURE COMPLIANCE WITH ALL NECESSARY CONTRACT
DOCUMENTS REGARDING CONTRACTOR STORAGE AREA.
4. DO NOT STORE MATERIALS, TOOLS, EQUIPMENT OR
VEHICLES IN ANY LOCATION ON MEDICAL CENTER
PROPERTY UNLESS GIVEN PRIOR VA APPROVAL BY THE
COR.
1 1/2" = 1'-0"
PL-12.01- PARKING IDENTIFICATION SIGN POST AND PANEL
SIGNAGE MESSAGE SCHEDULE
SIGN ID ROOM # MESSAGE NOTES
PL-12.01 - PARKING LOT ID POST AND PANEL
PL-12.01-01 NA SEE ENLARGED DRAWING
PL-12.01-02 NA SEE ENLARGED DRAWING
PL-12.04 - HANDICAPPED PARKING STALL
PL-12.02-01 N/A SEE ENLARGED DRAWING
1 1/2" = 1'-0"
PL-12.02 - POST AND PANEL
cjaim Image
Snapshot
E
W
W
SD SD SD
SS SS
BM-#4
BM-#6
BM-#5
N
5°
'2 1"
E
N V
A H
O S
PI
TA
L
LO
O
P
APPROXIMATE
LIMITS
OF WORK
STA. 20+00.00, 0.00'
BENCHMARK #5
FOUND BRASS CAP
N:712713.54
E:2507465.30
EL:2724.86
STA. 21+00.29, 0.87' RT
BENCHMARK #6 (TEST POINT)
FOUND BRASS CAP
N:712632.83
E:2507405.76
EL:2724.56
FIRE FIRE
W W W
E E E
T T T
CIVIL ABBREVIATIONS (PROPOSED)
BC BOTTOM OF CURB
CB CATCH BASIN
CONC CONCRETE
COR CONTRACTING OFFICER REPRESENTATIVE
DIA DIAMETER
DWG DRAWING
E EAST
EL ELEVATION
EX EXISTING
FT FEET
ID INNER DISTANCE
IE INVERT ELEVATION
ISPWC IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION
LF LINEAR FEET
MAG MAGNETIC
MAX MAXIMUM
MFG MANUFACTURING
MIN MINIMUM
N NORTH
NO. NUMBER
NTS NOT TO SCALE
OD OUTER DISTANCE
OZ OUNCES
PE POLYETHYLENE
PERF PERFORATED
PVC POLYVINYL CHLORIDE
R RADIUS
S SOUTH
SD STORM DRAIN
SDCO STORM DRAIN CLEAN-OUT
SDMH STORM DRAIN MAINTENANCE HOLE
SQ SQUARE
STD STANDARD
STL STEEL
TC TOP OF CURB
TESC TEMPORARY EROSION AND SEDIMENT CONTROL
TYP TYPICAL
VA UNITED STATES DEPARTMENT OF VETERANS'
AFFAIRS
W WEST
YD YARDS
VERTICAL DATUM (PER PROJECT SURVEY)
NAVD 88 (GEOID18)
HORIZONTAL DATUM (PER PROJECT SURVEY)
NAD 83 (2011)
BENCHMARKS (PER PROJECT SURVEY)
LEGAL DESCRIPTION (BRIEF) (PER PROJECT SURVEY)
EXISTING LEGEND (PER PROJECT SURVEY)
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
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" = 80'
1. CONSTRUCTION BASELINE IS DEFINED AS A LINE BEARING
N35°55'21"E THROUGH BENCHMARK #5.
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.
CONSTRUCTION BASELINE NOTES
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
PROJECT
NORTH
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G R
AS
S
AR
EA
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
BM-#6
BM-#5
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
INLET
GRATE: 2723.28
INV.IN:-2.10 - 12"
INV.OUT:-2.40 - 12"
INLET
GRATE: 2723.15
INV.IN & OUT:-2.00
STORM DRAIN MANHOLE
RIM: 2723.50
INV. IN (NE&SE):-3.55
INV.OUT (SW):-3.55
S&G TRAP
RIM (NE): 2723.91
INV.IN(NW) -3.10 - 12"
INLET
GRATE: 2723.01
INV.IN:-1.80 - 12"
INV.OUT:-2.00 - 12"
INLET
GRATE: 2722.97
INV.IN & OUT:-1.90 - 12"
STORM DRAIN MANHOLE
RIM: 2723.22
INV. IN (NE&SE):-3.40 - 12"
INV.OUT (SW):-3.40 - 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
N O
R
TH
V A H
O S
PI
TA
L
LO
O
P R O
A D
TEMPORARY STABILIZED
CONSTRUCTION
ENTRANCE
TEMPORARY CONSTRUCTION
FENCE ENTRANCE GATE
APPROXIMATE LIMITS
OF WORK (TYP)
FILTER FABRIC
SILT FENCE
(TYP)
CATCH BASIN/INLET
PROTECTION (TYP)
CG210
CG210
CG210
TEMPORARY ORANGE PLASTIC
CONSTRUCTION FENCE
(TYP)
APPROXIMATE LOCATION OF
US WEST DIRECT BURIED
CABLE. SEE NOTE 12.
M
EX SEEPAGE BED FOR PRIMARY
CARE FACILITY PROJECT TO REMAIN
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CG200
TEMPORARY EROSION &
SEDIMENT CONTROL PLAN
LEGEND
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
TESC NOTES
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 TO ENSURE COMPLIANCE
WITH 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. REFER TO ARCHITECTURAL SITE PLAN GS101 FOR
INFORMATION ABOUT CONTRACTOR STAGING AND PARKING
AREAS.
12. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE
US WEST DIRECT BURIED CABLE AND PROTECT IT IN PLACE
DURING CONSTRUCTION. NOTIFY THE ENGINEER OF RECORD
IF THE FIELD LOCATION OF THE CABLE CONFLICTS WITH
PROPOSED IMPROVEMENTS.
PROJECT
NORTH
OVERFLOW (TO BYPASS
PEAK STORM VOLUMES)
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
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
P-17032
G F
I LA NS
E
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ORP R
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A A
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IT CH
S E
FO
S
OTATE ADI
H
E DELI
C NS
CG210
TEMPORARY EROSION &
SEDIMENT CONTROL DETAILS
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SEWER MANHOLE
G R
AS
S
AR
EA
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
BM-#6
BM-#5
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
INLET
GRATE: 2723.28
INV.IN:-2.10 - 12"
INV.OUT:-2.40 - 12"
INLET
GRATE: 2723.15
INV.IN & OUT:-2.00
STORM DRAIN MANHOLE
RIM: 2723.50
INV. IN (NE&SE):-3.55
INV.OUT (SW):-3.55
S&G TRAP
RIM (NE): 2723.91
INV.IN(NW) -3.10 - 12"
RIM (SW): 2723.91
INV.OUT (NW):-3.65 - 12"
INLET
GRATE: 2723.01
INV.IN:-1.80 - 12"
INV.OUT:-2.00 - 12"
INLET
GRATE: 2722.97
INV.IN & OUT:-1.90 - 12"
STORM DRAIN MANHOLE
RIM: 2723.22
INV. IN (NE&SE):-3.40 - 12"
INV.OUT (SW):-3.40 - 12"
INLET
GRATE: 2723.14
INV.OUT:-2.10 - 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
N O
R
TH
V A H
O S
PI
TA
L
LO
O
P R O
A D
REMOVE EXISTING
TREE (TYP)
APPROXIMATE LIMITS
OF WORK
APPROXIMATE LOCATION
OF US WEST DIRECT
BURIED CABLE.
SEE NOTE 12.
M
EX SDMH TO REMAIN FOR PRIMARY
CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
EX CATCH BASIN TO REMAIN FOR
PRIMARY CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
EX CATCH BASIN TO REMAIN FOR
PRIMARY CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
EX SEEPAGE BED TO REMAIN FOR
PRIMARY CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CD300
DEMOLITION PLAN
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. PROTECT THE
SURFACE PARKING LOT WITHIN THE BID ALTERNATIVE 1
LIMITS OF WORK IF IT HAS BEEN CONSTRUCTED EARLIER
UNDER A SEPARATE CONTRACT FOR PROJECT NO. 531-325.
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
PROTECTION AND 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 REMOVE TREES AS SHOWN ON PLAN.
FULLY REMOVE STUMP AND ROOTS.
12. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE
US WEST DIRECT BURIED CABLE AND PROTECT IT IN PLACE
DURING CONSTRUCTION. NOTIFY THE ENGINEER OF RECORD
IF THE FIELD LOCATION OF THE CABLE CONFLICTS WITH
PROPOSED IMPROVEMENTS.
SITE DEMOLITION NOTES
LEGEND
APPROXIMATE LIMITS OF WORK
REMOVE EXISTING TREE
DEMOLISH EXISTING CURB
FLAG NOTES
1 PROTECT CURB EAST AND WEST OF THE SAWCUT AREA
MARKED. SEE NOTE 6 ABOVE.
PROTECT EXISTING STREET LIGHT AND ANY ASSOCIATED
CONDUITS.
DEMOLISH EXISTING CURB.
PROTECT EXISTING TREE.
PROJECT
NORTH
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SEWER MANHOLE
INV. IN
(S
E):-7 .17 - 8
INV. IN
(N
E):-7 .19 - 8
INV.OUT (N
W):-7
.20 - 8
G R
AS
S
AR
EA
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
BM-#6
BM-#5
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
INLET
GRATE: 2723.28
INV.IN:-2.10 - 12"
INV.OUT:-2.40 - 12"
INLET
GRATE: 2723.15
INV.IN & OUT:-2.00
STORM DRAIN MANHOLE
RIM: 2723.50
INV. IN (NE&SE):-3.55
INV.OUT (SW):-3.55
S&G TRAP
RIM (NE): 2723.91
INV.IN(NW) -3.10 - 12"
RIM (SW): 2723.91
INV.OUT (NW):-3.65 - 12"
INLET
GRATE: 2723.01
INV.IN:-1.80 - 12"
INV.OUT:-2.00 - 12"
INLET
GRATE: 2722.97
INV.IN & OUT:-1.90 - 12"
STORM DRAIN MANHOLE
RIM: 2723.22
INV. IN (NE&SE):-3.40 - 12"
INV.OUT (SW):-3.40 - 12"
INLET
GRATE: 2723.14
INV.OUT:-2.10 - 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
N O
R
TH
V A H
O S
PI
TA
L
LO
O
P R O
A D
M
M
SEEPAGE BED FOR PRIMARY
CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
SEEPAGE BED FOR ADD
PARKING PROJECT
SIZE 35 FT. BY 115 FT.
APPROXIMATE LIMITS
OF WORK
1.83% 1.83%
1.
1.
2.00%
GROUNDWATER
OBSERVATION
WELL
CG421
CG420
CG421
STA 23+30.64, 124.82' LT
CB #5
8 LF 6" SD @ 2.00%
STORM DRAINAGE
PROFILE
CG410
STORM DRAINAGE
PROFILE
CG410
BC 2725.25
TC 2725.75
BC 2725.25
TC 2725.75
BC 2725.25
TC 2725.75
BC 2725.25
TC 2725.75
BC 2725.25
TC 2725.75
BC 2725.25
TC 2725.75
BC 2725.25
TC 2725.75
BC 2724.70
TC 2725.20
BC 2724.65
TC 2725.15
BC 2724.63
TC 2725.13
BC 2723.96
TC 2724.45
BC 2724.05
TC 2724.55
BC 2724.05
TC 2724.55
BC 2724.65
TC 2725.15
BC 2724.65
TC 2725.15
BC 2724.65
TC 2725.15
BC 2724.65
TC 2725.15
BC 2724.65
TC 2723.74
BC 2725.10
TC 2725.60
2725.25
2725.25
2725.25
BC 2724.65
TC 2725.15
BC 2725.37
TC 2725.87
SDMH
FOR PRIMARY CARE FACILITY
PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
LOWER RIM TO FINISH GRADE
RIM = 2725.20
CATCH BASIN
FOR PRIMARY CARE FACILITY
PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
CATCH BASIN
FOR PRIMARY CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
SEDIMENTATION TANK
FOR PRIMARY CARE FACILITY PROJECT
(UNDER SEPARATE CONTRACT,
PROJECT NO. 531-325)
APPROXIMATE LOCATION OF US
WEST DIRECT BURIED CABLE.
SEE NOTE 4.
STA 22+47.04
CB #3
CG421
BC 2724.28
TC 2724.78
BC 2723.24
TC 2725.15
STA. 22+44.34, 95.78' LT
1000-GALLON
SEDIMENTATION TANK
CG420
2.13%
BC 2724.72
TC 2725.22
BC 2723.57
TC 2724.08
BC 2724.31
TC 2724.81
CG421
CG420
CG421
PROPOSED TREE PER
LANDSCAPE (TYP)
STA 23+30.64, 124.82' LT
CB #5
STA. 22+47.02
CB #4
INLET CATCH BASIN TYPE II
RIM = 2724.07
6" IE = 2720.66 (OUT)
STA. 21+48.02
CB #1
CG420
CG421
STA. 21+48.02
CB #2
CG420
STREET LIGHT (TYP)
SEE ELECTRICAL PLANS
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CG400
GRADING & STORM DRAINAGE PLAN
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. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE
US WEST DIRECT BURIED CABLE AND PROTECT IT IN PLACE
DURING CONSTRUCTION. NOTIFY THE ENGINEER OF RECORD
IF THE FIELD LOCATION OF THE CABLE CONFLICTS WITH
PROPOSED IMPROVEMENTS.
5. REFER TO SHEET CG410 FOR STORM DRAINAGE PROFILES.
GRADING AND STORM DRAINAGE NOTES
LEGEND
APPROXIMATE LIMITS OF WORK
GRADE BREAK
SPOT ELEVATION
STORM DRAIN
STANDARD CONCRETE
CATCH MANHOLE
INLET CATCH BASIN
TYPE PER PLAN AND PROFILE
GROUNDWATER
OBSERVATION WELL
1000-GALLON
SEDIMENTATION TANK
SEEPAGE BED
XXXX
M
PROJECT
NORTH
C B
IN
LE
T
C A
TC
H B
A S
IN
T
YP
E
II
R
IM
.1
6"
I E
O U
T=
.6
(N
W
C B
IN
LE
T
C A
TC
H B
A S
IN
T
YP
E V
R
IM
.5
6"
I E
IN
.5
(S E)
6" I
E O
U T=
.5
(S W
C B
S
TA
N D
A R D
C O
N C R
ET
E C A
TC
H M
A N
H O
LE
R
IM
.4
6"
I E
IN
.3
(S W
6"
I E
IN
.5
(N E)
6" I
E
IN
.4
(S
E) 8"
I E
O U
T=
.5
(N
W
1, G
A
LL
O N
S
ED
IM
EN
TA
TI
O N
T A N
K R
IM
.1
IE
.9
(8
IN
S
IE
.2
(8
O U
T, E x x
S
EE
PA
G
E B
ED
IE
.9
(8
IN
W
CG
CG
8 LF 6" SD @ 2.00%
99 LF 6" SD @ 2.00% 26 LF 8" SD @ 2.00%
12 LF 8" SD @ 2.00%
STORM DRAIN PROFILE
1" = 10'
CG410
FINISH GRADE EXISTING
GRADE
CG
CG
CG
C B
S
TA
N D
A R D
C O
N C R
ET
E C A
TC
H M
A N
H O
LE
R
IM
.4
6"
I E
IN
.3
(S W
6"
I E
IN
.5
(N E)
6" I
E
IN
.4
(S
E) 8"
I E
O U
T=
.5
(N
W
C B
IN
LE
T
C A
TC
H B
A S
IN
T
YP
E V
R
IM
.8
6"
I E
O U
T=
.9
(N
E)
84 LF 6" SD @ 2.00%
EXISTING
GRADE
FINISH GRADE
STORM DRAIN PROFILE
1" = 10'
CG410
CG
CG
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CG410
STORM DRAIN PROFILES
PLAN VIEW
SIDE VIEW SECTION
96" OD
O D
96"
4"181
4" 591 2"
90" ID
ID
27" 3"
20" 3"
37"
20"
SPACING
LARKEN
MFG NAME AND CAPACITY
MARKED ON LID
2' DIA CLEAR
ACCESS (2X)
WATERLINE
SAND
TRAP
INLETOUTLET
20"
3"
27"
60"
FLOW
90" ID
1 2"
6"
3"
" 30
8"
3"
1 2" OUTLET
INVERT
SHOULD BE
BELOW
PARTITION
INVERT
INLET INVERT SHOULD
BE 0.1' ABOVE OUTLET
PARTITION INVERT
PROFILE VIEW
4.
0'
TANK RIM=2724.13 TANK RIM=2724.13
8" IE IN=2717.99
TANK LID=2720.39
INSTALL 8"
PERFORATED PE
TANK IE=2714.72
TANK IE OUT=2717.22
TOP OF BAFFLE = 2717.89
BOTTOM OF
BED = 2714.15
BOTTOM OF
SAND = 2712.65
ASTM C-33 SAND
2" WASHED DRAIN ROCK
1.
5'
12' NON-PERFORATED
8" PE
EXCAVATION FOR SEEPAGE PIT MUST
EXTEND AT LEAST ONE FOOT INTO
FREE DRAINING ACTIVE MATERIALS
PIPE IE IN=2716.98
INSTALL 4 OZ / SY FILTER
FABRIC ON TOP OF AND
AROUND SIDES OF DRAIN ROCK
1,000 GALLON SEDIMENTATION TANK
NTS
CG420
TOP OF SEEPAGE BED=2718.15
8" OUTLET
35'
4' 1.
5'
5' M
IN
6"
MAINTAIN 6" OF DRAIN ROCK
OVER TOP OF PERF ADS
8-INCH PE
PERFORATED PIPE
DRAINAGE PIT IS WASHED 2"
DRAIN ROCK. WRAP ENTIRE
PIT EXCEPT BOTTOM IN
MINIMUM 4 0Z/SQ YD
NON-WOVEN FILTER FABRIC
ASTM C-33 SAND
WATER TABLE
ELEVATION
SEEPAGE PIT
SCALE 1" = 40'
CG420
VEHICULAR
ASPHALT PAVEMENT
GUTTER
(WHERE OCCURS)
PARKING LOT
CATCH BASIN
TYPE PER PLAN AND PROFILE
POUR CURB AROUND
CATCH BASIN STRUCTURE
LOCATE BACK OF FRAME
0.5" FROM FACE OF CURB
CURB
CATCH BASIN SETTING AT CURB
SCALE 1" = 40'
CG420
5.
1'
CP510
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CG420
STORM DRAINAGE DETAILS
INLET CATCH BASIN TYPE II
NTS
CG421
INLET CATCH BASIN TYPE V
NTS
CG421
STANDARD CONCRETE CATCH MANHOLE
NTS
CG421
GROUND WATER OBSERVATION WELL
NTS
CG421
NOTES:
1. A 24-INCH CONCRETE COLLAR (FOR TRAFFIC AREAS) IS
REQUIRED FOR THE GROUNDWATER OBSERVATION WELL.
INLET CATCH BASIN TYPE III
NTS
CG421
CATCH BASIN GRATE TYPE I
NTS
CG421
CATCH BASIN GRATE TYPE II
NTS
CG421
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CG421
STORM DRAINAGE DETAILS
CATCH BASIN GRATE TYPE III
NTS
CG422
STANDARD MANHOLE FRAME, COVER AND RISER
NTS
CG422
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
P-17032
G F
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CG422
STORM DRAINAGE DETAILS
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SEWER MANHOLE
INV. IN
(S
E):-7 .17 - 8
INV. IN
(N
E):-7 .19 - 8
INV.OUT (N
W):-7
.20 - 8
G R
AS
S
AR
EA
G R
AS
S
AR
EA
AS
PH
AL
T
ASPHALT
BM-#6
BM-#5
S&G TRAP
RIM (NE): 2724.41
INV.IN(NW) -3.75 - 12"
RIM (SW): 2724.36
INV.OUT (NW):-4.05 - 12"
INLET
GRATE: 2723.28
INV.IN:-2.10 - 12"
INV.OUT:-2.40 - 12"
INLET
GRATE: 2723.15
INV.IN & OUT:-2.00
STORM DRAIN MANHOLE
RIM: 2723.50
INV. IN (NE&SE):-3.55
INV.OUT (SW):-3.55
S&G TRAP
RIM (NE): 2723.91
INV.IN(NW) -3.10 - 12"
RIM (SW): 2723.91
INV.OUT (NW):-3.65 - 12"
INLET
GRATE: 2723.01
INV.IN:-1.80 - 12"
INV.OUT:-2.00 - 12"
INLET
GRATE: 2722.97
INV.IN & OUT:-1.90 - 12"
STORM DRAIN MANHOLE
RIM: 2723.22
INV. IN (NE&SE):-3.40 - 12"
INV.OUT (SW):-3.40 - 12"
INLET
GRATE: 2723.14
INV.OUT:-2.10 - 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
VEHICULAR ASPHALT
PAVEMENT
CONCRETE VERTICAL CURB
N O
R
TH
V A H
O S
PI
TA
L
LO
O
P R O
A D
S
TA
LL
S
'X
10 STALLS @ 9'X18'
S
TA
LL
S
'X
S
TA
LL
S
'X
24.0'
24.0' 24.0'
24.0'
5.0'
APPROXIMATE LIMITS
OF WORK
C O
N S
TR
U C
TI
O N
B A S E
LI
N
E
24' WIDE DRIVEWAY
CP510
CP510
VERTICAL CURB
AND GUTTER
13.8'
4.4'
9.
0'
.0
CP510
APPROXIMATE LOCATION OF US
WEST DIRECT BURIED CABLE.
SEE NOTE 5.
STA 23+41.52, 191.84' LT
STA 23+62.62, 83.84' LT
STA 23+05.52, 65.84' LT
STA 23+30.67, 36.94' LT
STA 20+95.30, 192.34' LT
STA 23+12.07, 149.84' LT
S
TA
LL
S
'X
STA 23+12.07, 107.84' LT
C1
C2
8 FT WIDE
PEDESTRIAN CROSSWALK
CP510
N O
R
TH
V A H
O S
PI
TA
L
LO
O
P R O
A D
STA 20+62.52, 65.84' LT
13.1'
CP510 CP510
STA 23+15.15, 56.69' LT
"STOP" SIGN
Curve Table
Curve #
C1
C2
Length
31.50'
31.40'
Radius
20.09'
20.06'
Delta
89.83°
89.68°
PC STATION/OFFSET 1/2 PC STATION/OFFSET PT STATION/OFFSET
STA 23+62.69, 36.97' LT STA 23+42.62, 57.03' LT
STA 23+18.62, 56.94' LTSTA 22+98.64, 36.90' LT STA 23+17.10, 49.29' LT
STA 23+48.51, 42.85' LT
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
P-17032
G F
I LA NS
E
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ORP R
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OTATE ADI
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C NS
1. SEE DETAIL 3 ON SHEET CP510 FOR INFORMATION
REGARDING PAINT STRIPING FOR THE VA PARKING LOT
LAYOUT.
2. SEE LANDSCAPE PLANS FOR SITE FURNISHINGS.
3. ALL STATIONS, OFFSETS, AND DIMENSIONS ARE MEASURED
TO FACE OF CURB, OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
4. ALL CURB RADII ARE 3.0 FT UNLESS NOTED OTHERWISE.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE
US WEST DIRECT BURIED CABLE AND PROTECT IT IN PLACE
DURING CONSTRUCTION. NOTIFY THE ENGINEER OF RECORD
IF THE FIELD LOCATION OF THE CABLE CONFLICTS WITH
PROPOSED IMPROVEMENTS. ALSO SEE SITE ELECTRICAL
PLAN ES100.
PAVING AND HORIZONTAL CONTROL NOTES
LEGEND
APPROXIMATE LIMITS OF WORK
CONCRETE VERTICAL CURB
VERTICAL CURB AND GUTTER
VEHICULAR ASPHALT
PAVEMENT
CP500
PAVING & HORIZONTAL CONTROL
PLAN
1 inch = 20 feet
10 20 40
PROJECT
NORTH
3"
4"
6"
ASPHALTIC CONCRETE
CRUSHED AGGREGATE
BASE
STRUCTURAL SUBBASECOMPACTED SUBGRADE
VEHICULAR ASPHALT PAVEMENT
SCALE: 1" = 1'
CP510
CONCRETE VERTICAL CURB
NOT TO SCALE
CP510
2" R.
NOTES:
1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.
2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'.
3. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT
TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND
AT A MAXIMUM OF 60' INTERVALS. EXPANSION MATERIAL
SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT
STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS
RAMPS. THE 1/2" JOINT FILLER SHALL EXTEND THE FULL
DEPTH OF THE CONCRETE.
4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL
FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE
LENGTH OF THE CURB OR CURB AND GUTTER.
5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF
FORMS OR MAY BE SLIP FORMED.
6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE
FINISHED WITH A TOOL HAVING A 1/4" RADIUS UNLESS A
LARGER RADIUS IS INDICATED BY THE APPLICABLE
STANDARD DETAIL OR PROJECT PLANS.
7. FOR REVEALS OF 6" TO LESS THAN 8".
ROADWAY &
PAVEMENT
WIDTH
CONCRETE VERTICAL CURB
NOTE 7
9 1/2"
10"
N O
TE
6"
6"
1:4 CURB
BATTER
PARKING STALL LAYOUT
NOT TO SCALE
CP510
6" VERTICAL CURB AND GUTTER
NOT TO SCALE
CP510
4" PAINTED PARKING STALL
LINES, YELLOW (TYP)
9.0' 9.0' 9.0' 9.0'
.0
8.0'
5.5'
1.0'
1.0'
1'X8' THERMOPLASTIC
STRIPES, WHITE (TYP)
8' PEDESTRIAN CROSSWALK STRIPING
SCALE: 1" = 2'
CP510
STOP SIGN
NOT TO SCALE
CP510
R
Call 811 two business days before you dig
CONSTRUCTION
DOCUMENTS
ADD PARKING ON PARADE
GROUNDS
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
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
ENGINEERING DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
JCG CM
Revisions: Date:
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
CP510
PAVING DETAILS
SIGN INSTALLATION
NOT TO SCALE
CP510
Plant Legend:
ID Qty Botanical Name Common Name Scheduled Size Remarks ACH-M 16 Achillea millefolium Yarrow 4" Pot Perenial, Drought Tolerant, Native, Salt tolerant Aromatic herb ARCU 722 Arctostaphylos uva-ursi Kinnikinick 1 Gallon Evergreen, Ground Cover, Drought Tolerant, Native, White and pink flower, year round interest BETU-N 9 Betula nigra River Birch 2" Caliper Deciduous, narrow vertical tree, peeling bark CARB 12 Carpinus betulus European Hornbeam 2" Caliper Deciduous, small specimen tree CHOT-S 5 Choisya ternata 'Sundance' Golden Mexican Orange 5 Gallon Evergreen, Drought Tolerant, low shrub, golden foliage CORA 2 Corylus colurna Turkish Filburt 2" Caliper Deciduous, Drought Tolerant, Street tree CORM 7 Cornus mas Cornelian Cherry 1.5" Caliper Deciduous, small tree, yellow flower in spring, edible LAVA-H 26 Lavandula stoechas 'Silver Anouk' Silver Anouk Spanish Lavender 1 Gallon Semi-Evergreen, Drought Tolerant, fragrant purple flowers MAGS-A 3 Magnolia x soulangiana 'Alexandrina' Alexander Magnolia 2" Caliper Deciduous, Deer Rresistant, medium tree, pink saucer shape flowers MAH-R 232 Mahonia repens Creeping Oregon Grape 1 Gallon Evergreen, Drought Tolerant, Native, Deer Rresistant, low shrub, yellow fragrant flower, berries MISS 15 Miscanthus sinensis Chinese Silver Grass 1 Gallon Perennial, Drought Tolerant, dupright grass, copper to silver foliage PINC-C 4 Picea omorika Spruce, Serbian 6' Height Evergreen, Native, Drought Tolerant, Deer Resistant, native conifer PINM 39 Pinus mugo 'Mops' Mops Mugo Pine 2 Gallon Evergreen, Drought Tolerant, low shrub, dwarf conifer QUER 2 Quercus robur English Oak 2" Caliper Deciduous, Drought Tolerant, street tree, fall color ROSG 26 Rosa gymnocarpa Bald Hip Rose 1 Gallon Deciduous, Native, Deer Resistant, medium shrub, pink flowers in summer SPIB-G 61 Spiraea x bumalda 'Goldflame' Goldflame Spirea 1 Gallon Deciduous, Drought Tolerant, low golden shrub, spring flowers, fall color SYMA 37 Symphoricarpos albus Snowberry 1 Gallon Deciduous, Native, Drought Tolerant, upright shrub, white berries TSUG-H 3 Tsuga canadensis Canadian Hemlock 6' Height Evergreen, Native, Drought Tolerant, Deer Resistant, native conifer
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO.1272
Emily Russell
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
LS101
LANDSCAPE PLAN
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
ADD PARKING ON PARADE
GROUNDS
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
ELR ELR/KDC
Revisions: Date:
CONSTRUCTION
DOCUMENTS
245 4th Street #501 Bremerton WA 98337
Landscape Architecture & Urban Design Emily Russell, PLA, ASLA
360-990-1720 www.russelldesignsource.com emily@russelldesignsource.com
S U
R V
E Y P
O
IN
T
S U
R V
E Y
P O
IN
T
C B1
C B1
M
C B
C B
C B
C B
M
SPIB-G
MAH-R
CARB
CORM
MAGS-A
CORA
BETU-N
PINC-C
PINC-C
TSUG-H
QUERMAGS-A
ARCU
ROSG
SYMA
PINM
MISS
LAVA-H
ACH-M
4'-0"
8'-0"
PINM
8' -0
CHOT-S
CORA EXISTING LAWN TO REMAIN
EXISTING ESTABLISHED
TREES TO REMAIN. TYP.
NOTE: REPAIR ANY DAMAGE TO
SOD CAUSED BY CONSTRUCTION
DRAIN
FIELD
BUILDING 127
LIMIT OF WORK
DRAIN
FIELD
24'-0"
SOD 4' WIDE
GROUND
COVER BED TO
ACCOMMODATE
VEHICLE
OVERHANG,
TYP.
PROPOSED TREES TO
BE PLANTED OUTSIDE
OF 4' CLEAR ZONE
BEHIND PARKING LOT
CURB
4' WIDE
GROUND
COVER BED TO
ACCOMMODATE
VEHICLE
OVERHANG,
TYP.
NOTE: REPAIR ANY DAMAGE TO
SOD CAUSED BY CONSTRUCTION
3" BARK MULCH IN
PLANTING BEDS
NOTE: VERIFY IRRIGATION LINE
LOCATION PRIOR TO PLANTING
TREES IN SOD AREA TO AVOID
DAMAGE TO THE EXISTING
IRRIGATION SYSTEM.
1" = 30'-0"1 PARKING LOT LANDSCAPE PLAN
NOTE: ALL PLANT LABELS ON LANDSCAPE PLAN ARE TYPICAL
cjaim Snapshot
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO.1272
Emily Russell
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
LS102
LANDSCAPE DETAILS
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
ADD PARKING ON PARADE
GROUNDS
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
ELR ELR/KDC
Revisions: Date:
CONSTRUCTION
DOCUMENTS
245 4th Street #501 Bremerton WA 98337
Landscape Architecture & Urban Design Emily Russell, PLA, ASLA
360-990-1720 www.russelldesignsource.com emily@russelldesignsource.com
RUBBER HOSE AT BARK
GUY WIRES (3), WHITE FLAG ON EACH TO
INCREASE VISIBILITY. AVOID TIGHT GUY
WIRES AS THEY PREVENT NATURAL SWAY
TURNBUCKLE (3), GALVANIZED OR DIP-PAINTED
SET TREE AT ORIGINAL GRADE
ORGANIC COMPOST
SOIL SAUCER: USE PREPARED TOPSOIL 150MM (6") MIN.
WOOD STAKES (3)
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP
1/3 OF BURLAP. NON- BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL OR NATIVE SOIL
TAMPED ADMIXTURE BACKFILL
2X BALL DIA. MIN.
CROWN OF ROOT BALL SHALL BEAR SAME
RELATION (OR SLIGHTLY ABOVE) TO FINISHED
GRADE AS IT BORE TO PREVIOUS GRADE.
ORGANIC COMPOST 75MM (3") MIN.
CREATE SOIL SAUCER WITH TOPSOIL 150MM (6") MIN.
FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP IF
NON- BIODEGRADABLE WRAP IS USED. REMOVE TOTALLY.
PREPARED SOIL BACKFILL
PREPARED ADMIXTURE
BACKFILL OR NATIVE SOIL
2X BALL DIA. MIN.
SET TREE AT ORIGINAL GRADE
ORGANIC COMPOST 75MM (3") MIN.
SOIL SAUCER: USE PREPARED TOPSOIL 150MM (6") MIN.
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE 1/3 OF
BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE
TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL
PREPARED SUBGRADE PEDESTAL
2X BALL DIA. MIN.
CREATE SAUCER WITH TOPSOIL 150MM (6") MIN.
ORGANIC COMPOST 75MM (3") MIN.
ROPES AT TOP OF BALL SHALL BE CUT. REMOVE
TOP 1/3 OF BURLAP. NON-BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED.
GENTLY COMPACTED TOPSOIL MIXTURE
TAMPED ADMIXTURE BACKFILL
2X BALL DIA. MIN.
2'-4" LAYER OF ORGANIC COMPOST. DO
NOT BURRY STEMS OR TRUNK
EXISTING GRADE
BACKFILL WITH TOPSOIL FROM
HOLE AND WATER THOROUGHLY.
PLANT TOP OF ROOT BALL 1"-2"
ABOVE SURROUNDING GRADE.
ROOTS AT OUTER EDGE OF ROOT BALL
SHOULD BE LOOSENED TO ENSURE
GOOD BACKFILL-TO-ROOT CONTACT
ROOT BALL SHOULD SIT DIRECTLY ON
TOP OF UNDISTURBED SOIL
HOLE SHOULD BE THREE TIMES AS WIDE AS
ROOT BALL WITH SLOPED SIDES
ORGANIC COMPOST
FINISHED GRADE.
REMOVE CONTAINER AND
LIGHTLY SCARIFY ROOT
MASS.
PREPARED SOIL MIXTURE.
NOTE: SHRUB TO BEAR SAME RELATION TO FINISHED GRADE AFTER
SETTLEMENT AS IT BORE TO PREVIOUS GRADE.
NTS1 TREE PLANTING AND STAKING
NTS2 CONIFEROUS TREE PLANTING
NTS6 CONTAINER SHRUB PLANTING
NTS5 B&B SHRUB PLANTING
NTS3 MULTI TRUNK TREE PLANTING
NTS4 GROUND COVER PLANTING DETAIL
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO.1272
Emily Russell
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
LI101
IRRIGATION DEMO PLAN
SPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
ADD PARKING ON PARADE
GROUNDS
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
ELR ELR/KDC
Revisions: Date:
CONSTRUCTION
DOCUMENTS
245 4th Street #501 Bremerton WA 98337
Landscape Architecture & Urban Design Emily Russell, PLA, ASLA
360-990-1720 www.russelldesignsource.com emily@russelldesignsource.com
1" = 30'-0"1 IRRIGATION DEMO PLAN
11/2
11/2
3 3
C W/R
M .S
I V
I V
I V
I V
M
S U
R V
E Y P
O
IN
T
S U
R V
E Y
P O
IN
T
CAP EXISTING IRRIGATION LINE, VALVE TO REMAIN
IRRIGATION HEADS IN THIS AREA
SHOULD REMAIN FOR LATER USE.
CAP ALL DISCONNECTED LINES
DURING CONSTRUCTION.
IRRIGATION DEMO AREA. ALL
IRRIGATION IN THIS AREA
WILL BE DISRUPTED BY
CONSTRUCTION. THE
IRRIGATION SHALL BE
DEMOLISHED AND REMOVED
FROM SITE
SEE PRIMARY CARE CONSTRUCTION
SET FOR IRRIGATION DEMO PLAN
IRRIGATION IN THIS AREA SHOULD
REMAIN UNDISTURBED AND PROTECTED
CAP EXISTING IRRIGATION LINE, VALVE TO REMAIN
EX
IS
TI
NG
M
AI
N
LI
NE
IRRIGATION DEMO AREA
CAP 5 EXISTING IRRIGATION
LINES IN THIS AREA FOR
PROTECTION DURING
CONSTRUCTION. FIELD
VERIFY LOCATIONS WITH
AREAS OF DISTURBANCE.
REMOVE VALVE
REMOVE VALVE
REMOVE VALVE
CAP EXISTING IRRIGATION LINE, VALVE TO REMAIN
cjaim Snapshot
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO.1272
Emily Russell
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
ENGINEERING
DISCIPLINE:
Approved:
Approved:CHIEF, FACILITY MANAGEMENT SERVICE
MEDICAL CENTER DIRECTOR
LI102
DIAGRAMMATIC IRRIGATION
PLANSPEES DESIGN BUILD
625 1ST AVE, STE 301
SEATTLE, WA 98104
(206) 590-2118
RAY SPEES
ADD PARKING ON PARADE
GROUNDS
BOISE VA MEDICAL CENTER, BOISE ID
531-22-103
SITE
ELR ELR/KDC
Revisions: Date:
CONSTRUCTION
DOCUMENTS
245 4th Street #501 Bremerton WA 98337
Landscape Architecture & Urban Design Emily Russell, PLA, ASLA
360-990-1720 www.russelldesignsource.com emily@russelldesignsource.com
1" = 30'-0"1 DIAGRAMMATIC PARKING LOT IRRIGATION PLAN
IRRIGATION NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
THE IRRIGATION PLAN PROVIDED IS DIAGRAMATIC/SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL IRRIGATION COMPONENTS, VALVES, ROTOR AND DRIPLINE LAYOUT, PREASURE REQUIREMENTS, ZONES, ETC PRIOR TO CONSTRUCTION.
SYSTEM SHALL BE COVERED UNDER A ONE YEAR WARRANTY.
CONNECTION TO WATER LINE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. CONNECT TO EXISTING SYSTEM.
ALL WORK WILL CONFORM TO CODES AND REGULATIONS ISSUED BY ANY GOVERNING AUTHORITIES. OBTAIN ALL
PERMITS, LICENSES, ETC. REQUIRED FOR EXECUTION OF WORK.
LAYOUT IRRIGATION HEADS FOR EACH STATION PRIOR TO PLACEMENT TO INSURE INDIVIDUAL PLANTING AREA
COVERAGE.
PROVIDE HEAD TO HEAD COVERAGE FOR ALL PLANTINGS AREAS
LAY MAIN PIPE RUN TO A DEPTH OF 18" MINIMUM FROM FINISH GRADE AND LATERALS TO A DEPTH OF 12" MINIMUM.
ALL IRRIGATION HEADS IN SHRUB BEDS TO BE 4" POP-UPS.
VERIFY REQUIRED PRESSURE PRIOR TO CONSTRUCTION. INCLUDE PRESSURE COMPENSATING HEADS, VALVES
AND/OR REGULATOR AS NECESSARY.
PROVIDE ALL LABOR, MATERIALS, APPLIANCES, EQUIPMENT, SERVICES AND INCIDENTALS NECESSARY FOR FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR OPERATION, IN A MANNER SATISFACTORY TO THE
OWNER.
DUE TO MODIFICATIONS MADE DURING CONSTRUCTION, SITE CONDITIONS MAY VARY FROM THOSE SHOWN. VERIFY ALL SUCH CONDITIONS AS WELL AS THE PRESENCE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. NO CHANGE IN CONTRACT PRICE WILL BE GRANTED FOR FAILURE TO OBSERVE THIS REQUIREMENT.
CLEAN-UP AND DISPOSE OF OFF OWNER'S PROPERTY ALL DEBRIS, WASTE AND EXCESS CONSTRUCTION MATERIALS
FOLLOWING COMPLETION AND LEAVE NEAT, CLEAN READY FOR OWNER'S USE.
THE CONTRACTOR IS RESPONSIBLE FOR THE POWER SUPPLY REQUIREMENTS.
ALL VALVES, PIPE, HEADS, ETC NOT SHOWN BUT REQUIRED FOR CONSTRUCTION ARE THE CONTRACTORS
RESPONSIBILTY.
COORDINATE THE LOCATION OF THE CONTROLLER WITH THE LOCATION OF THE EXISTING SYSTEMS CONTROLLERS EXISTING SYSTEM SHOULD HAVE AN EXISITNG BACKFLOW PREVENTER. IF REQUIRED FOR NEW ADDITION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE APPROPRIATE COMPONENT FOR THE NEW SYSTEM ADDITION.
Legend:
EXISTING BASELINE 3200 TWO-WIRE CONTROLLER
14 GAUGE WIRE
HUNTER ICZ-101 CONTROL KIT FOR DRIP
HUNTER HEAD I20-4 w/CV BLUE #3 NOZZLE (3), I20-4 w/CV BLUE #6 NOZZLE (6), AND I20-4-MPR-25-Q RED NOZZLE (Q), I20-4-MPR-25-H RED NOZZLE (H)
MAINLINE PIPE: 1 1/2" SIZE IF NOT NOTED. CLASS 200 PVC SOLVENT WELD PIPE UTILIZING SCH
40 PVC SOLVENT WELD FITTINGS.
LATERAL LINE PIPE: CLASS 200 PVC SOLVENT WELD PIPE UTILIZING SCH 40 PVC SOLVENT
WELD FITTINGS.
1.00 in1.00 in
HUNTER INDUSTRIES DRIPLINE. REFER TO HUNTER INDUSTRIES_DRIPLINE_CHARTS FOR
APPROPRIATE LINE .4 GPH WITH 18" EMITTERS SPACING
LATERAL PIPING 1"
LATERAL PIPING 1.25"
LATERAL PIPING 1.5"
LATERAL PIPING 2"
EXISTING HUNTER ICV VALVE
BASELINE SUBSTATION
EXISTING WIND AND RAIN SENSOR
EXISTING SOIL MOISTURE SENSOR
BASELINE MASTER VALVE AND FLOW SENSOR
11/2
11/2
3 3
C W/R
M .S
I V
I V
I V
I V
M
S U
R V
E Y P
O
IN
T
S U
R V
E Y
P O
IN
T
C B1
C B1
M
C B
C B
C B
C B
M
Existing Irrigated Area
3" E
XI
ST
IN
G M
AI
N
LI
NE
BUILDING 127
EXISTING HUNTER ICV VALVE. DECODER #18
NEW HUNTER ICZ-101 CONTROL KIT FOR DRIP. USE DECODER #16
EXISTING HUNTER ICV VALVE. DECODER #13
66 6 6
H H
H H
H H
H H
H H
H H
H H
H H
H H
Q Q
-EXISTING BASELINE 3200 CONTROLLER.
ALL NEW AND REUSED IRRIGATION
EQUIPMENT TO BE WIRED BACK TO THAT
BASELINE 3200 CONTROLLER.
CONNECT TO EXISTING
IRRIGATION HEAD
EXISTING HUNTER ICV VALVE DECODER #17
NEW HUNTER ICZ-101 CONTROL KIT FOR DRIP. USE DECODER #15
NEW HUNTER ICZ-101 CONTROL KIT FOR DRIP. NEW DECODER REQUIRED
FOR VALVE IF ONE DOES NOT ALREADY…
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