Samaritan House VASH - Civil - 50% CD ReprintCONCRETE
SANITARY SEWER MANHOLE
PARCEL BOUNDARY
FENCE
STORM DRAIN
BURIED GAS LINE
BURIED POWER LINE
TELEPHONE LINE
OVERHEAD TELEVISION LINE
OVERHEAD POWER LINE
FOUND MONUMENT
CONTROL POINT
CABLE TV PEDESTAL
ELECTRICAL JUNCTION BOX
ELECTRICAL METER
GAS METER
GUY POLE
IRRIGATION CONTROL VALVE
LIGHT POLE
POWER POLE
STORM DRAIN INLET
TELEPHONE PEDESTAL
DECIDUOUS TREE
GRAVEL ROAD
BUILDING
FIRE HYDRANT
WATER VALVE
WATER METER
SANITARY SEWER MAIN
SANITARY SEWER SERVICE
WATER LINE
SD
BP BP
OHTV
OHP
ASPHALT PAVEMENT
S
SS
W
NG
TV
G
I
S
T
W
WATER SERVICEWS
SANITARY SEWER CLEANOUT
4653.50
EXISTING PROPOSED
EASEMENT
SD SD
PERF
4656
4655.50
MAJOR CONTOUR
MINOR CONTOUR
GRADE SPOT ELEVATIONXX.XX
SIGNAGE
STORM SEWER MANHOLED
BP BP
ROOFLINE
W
WS WS
W W
SS SS
NG
CURB - FLOWLINE
CURB - TOP BACK OF CURB
FIRE SERVICE
PERFORATED DRAIN PIPE
STORM SWALE
DRY WELL
STORM TREATMENT UNIT
DW
BOLLARD
PARKING STRIPE
IRR
FIRE
IRRIGATION PIPE
DW
BURIED UTILITY CONDUIT LINEUTIL
ROOF DRAINRDRD
BURIED FIBER OPTIC LINEFF
LABEL
XX
S S
I
S
XX.XX
FIRE
CURB - LAYDOWN
BT BT
ADJACENT BOUNDARY
G
TV
XX
GUY WIRE
BT BT
T
F F
UTIL
OHP
OHTV
CONIFEROUS TREE
GAS VALVE
4654
IRR
SD
MH
GENERAL
NOTES
C000
GENERAL NOTES
1.IN GENERAL EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE
SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR
FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS.
2.ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED GRADE (SOLID
LINE) ALONG THE ALIGNMENT INDICATED ON THE PLANS. ELEVATIONS ARE FINISHED GRADE
ELEVATIONS UNLESS OTHERWISE NOTED.
3.UTILITY LOCATIONS AND EFFECTS ON WORK ARE RESPONSIBILITY OF CONTRACTOR.
CONTRACTOR SHALL CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO CONSTRUCTION
ACTIVITIES. PHONE # 800-424-5555.
4.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS
APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE. LOCATION, DEPTH,
SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING
FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION
IS KNOWN.
5.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADES OF EXISTING UTILITY CONNECTIONS.
6.THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS
DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE UTILITY AND REPAIR THE
DAMAGE AT THE CONTRACTORS EXPENSE.
7.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE
MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 7TH EDITION, APRIL 2021 (MPWSS), THE
CITY OF KALISPELL PUBLIC WORKS STANDARDS, AND THE PROJECT SPECIFICATIONS.
8.TRAFFIC CONTROL PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL TRAFFIC
CONTROL SHALL BE IN ACCORDANCE WITH THE CITY OF KALISPELL STANDARDS AND MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES STANDARDS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS
REQUIRED FOR CONSTRUCTION AND COMPLYING WITH ALL THE TERMS OF THE PERMITS. NO
SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
10.ANY CHANGES IN PUBLIC RIGHT-OF-WAY SHALL REQUIRE APPROVAL FROM THE CITY OF
KALISPELL. CONTRACTOR TO ENSURE CITY APPROVAL PROVIDED PRIOR TO CONSTRUCTION.
11.ALL QUANTITIES LISTED ARE ESTIMATED QUANTITIES, ACTUAL QUANTITIES MAY VARY. THE
CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL QUANTITIES.
CONSTRUCTION NOTES
1.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO
COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.
2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS
(OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL
PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.
3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS
AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT
SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF
EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE
CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY
ACT OF EMPLOYEE OR TRESPASSER.
4.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS AND PROPERTY
CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS
DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR
(PLS) REGISTERED IN THE STATE OF MONTANA.
5.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACE TO EQUAL, OR BETTER CONDITION
THAN EXISTED PRIOR TO EXCAVATION AND CONSTRUCTION, AS DETERMINED BY OWNER AND THE
ENGINEER.
6.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING
CONSTRUCTION AT THEIR EXPENSE. STREETS AND DISTURBED AREAS SHALL BE WATERED TO
CONTROL DUST WHEN ORDERED BY THE ENGINEER.
7.ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH
TECHNICAL SPECIFICATIONS.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH CITY OF KALISPELL PUBLIC
WORKS DEPARTMENT FOR SHUT DOWN AND TIE-IN TO EXISTING UTILITIES.
9.THE CONTRACTOR SHALL NOTIFY THE CITY OF KALISPELL AND ENGINEER 48-HOURS PRIOR TO
BEGINNING ANY WORK AND 24 HOURS PRIOR TO ANY SPECIFIC INSPECTION NEEDS DURING THE
COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS
AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER.
10.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH CITY OF KALISPELL PUBLIC WORKS,
CONTRACTOR, SUBCONTRACTOR, AND ENGINEER PRIOR TO THE START OF CONSTRUCTION.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE
PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR
PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORN SOLELY BY
THE CONTRACTOR.
12.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND
SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.
13.THE CONTRACTOR IS RESPONSIBLE FOR CREATING, FILING, AND ABIDING BY A STORM WATER
POLLUTION PREVENTION PLAN SWPPP) AND NOTICE OF INTENT (NOI) APPROVED BY THE
MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY,
AS APPROPRIATE. CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION BY INSTALLING
SUITABLE BMPS AND MAINTAIN THEM FOR THE DURATION OF THE PROJECT.
14.CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL FOR DURATION OF THE PROJECT.
NOTE:
1.FOR ABBREVIATIONS NOT LISTED, SEE
"ABBREVIATIONS FOR USE ON DRAWINGS AND TEXT",
PUBLISHED BY THE AMERICAN NATIONAL STANDARDS
INSTITUTE INC. (ANSI) OR CONTACT THE ENGINEER.
2.THIS IS A STANDARD ABBREVIATION LIST. THEREFORE,
NOT ALL ABBREVIATIONS ARE USED ON THE PLANS.
3.ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK
DIVISIONS (INSTRUMENTATION AND CONTROL,
ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND
SHEETS.
AB ANCHOR BOLT
ABON ABANDON
ABV ABOVE
AC ASPHALTIC CONCRETE,
ALTERNATING CURRENT
ADDL ADDITIONAL
ADJ ADJACENT, ADJUST
AHR ANCHOR
ALT ALTERNATE
ANSI AMERICAN NATIONAL
STANDARDS INSTITUTE
APPROX APPROXIMATE
APVD APPROVED
ASPH ASPHALT
AVG AVERAGE
BD BOARD
BETW BETWEEN
BF BOTTOM FACE
BLDG BUILDING
BLK BLOCK
BLW BELOW
BM BEAM, BENCHMARK
BOT BOTTOM
BRG BEARING
BRKT BRACKET
CHAN CHANNEL
CHK CHECK
CI CAST IRON
CIRC CIRCULAR
CJ CONSTRUCTION JOINT,
CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR, CLEARANCE
COL COLUMN
COMB COMBINATION
CONC CONCRETE, CONCENTRIC
COORD COORDINATE
CORR CORRUGATED
CP CONTROL PANEL
CPLG COUPLING
C TO C CENTER TO CENTER
CTR CENTER
CU CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CULV CULVERT
CU YD CUBIC YARD
D DRAIN
d PENNY (NAIL SIZE)
DBL DOUBLE
DET DETAIL
DI DUCTILE IRON, DRAIN INLET
DIA DIAMETER
DIM DIMENSION
DIR DIRECTION
DN DOWN
DR DOOR
DWG DRAWING
EA EACH
EL, ELEV ELEVATION
ELB ELBOW
ENCL ENCLOSE
ENGR ENGINEER
EP EDGE OF PAVEMENT
EW EACH WAY
EXC EXCAVATE
EXP EXPANSION
EXP JT EXPANSION JOINT
EXST EXISTING
EXT EXTENSION, EXTERIOR
F FLANGE
FAB FABRICATE
FB FLAT BAR
FC FLEXIBLE COUPLING
FD FLOOR DRAIN
FDN FOUNDATION
F. EXT FIRE EXTINGUISHER
FF FINISHED FLOOR
FG FINISH GRADE
FL FLOOR, FLOW
FLEX FLEXIBLE
FLG FLANGE
FLL FLOW LINE
FIN. FINISH
FLR FLOOR
FOC FACE OF CONCRETE
FT FOOT, FEET
FTG FOOTING, FITTING
F TO F FACE TO FACE
GA GAGE, GUAGE
GAL GALLON
GALV GALVANIZED
GND GROUND
GSKT GASKET
GSP GALVANIZED STEEL PIPE
GVL GRAVEL
ID INSIDE DIAMETER
IF INSIDE FACE
IN.INCH
INSTL INSTALL, INSTALLATION
INSTR INSTRUMENT
INT INTERIOR
INVT INVERT
JB JUNCTION BOX
JST JOIST
JT JOINT
L ANGLE
LBS POUNDS
LF LINEAR FEET
LNTL LINTEL
LONG LONGITUDINAL
LR LONG RADIUS
LVL LEVEL
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MFD MANUFACTURED
MFR MANUFACTURE, MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OHP OVERHEAD POWER
OPNG OPNEING
PC POINT OF CURVE
PCP PLANT CONTROL VALVE
PE PLAIN END
PEN PENETRATION
PERP PERPENDICULAR
PH PIPE HANGER
PI PRESSURE INDICATOR, POINT OF
INTERSECTION
PJF PREMOLDED JOINT FILLER
PL PLATE, PROPERTY LINE
PLYWD PLYWOOD
PNL PANEL
PRCST PRECAST
PREFAB PREFABRICATED
PRELIM PRELIMINARY
PROP PROPERTY
PS PRESSURE SWITCH, PIPE SUPPORT
PT POINT, POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
RAD RADIUS
RC REINFORCED CONCRETE
RD ROAD, ROOF DRAIN
RDCR REDUCER
REBAR REINFORCEMENT BAR
RELOC RELOCATE, RELOCATION
REQD REQUIRED
RST REINFORCING STEEL
R/W RIGHT-OF-WAY
SCHED SCHEDULE
SDWK SIDEWALK
SECT SECTION
SHT SHEET
SIM SIMILAR
SLP SLOPE
SPEC SPECIFICATION
SPG SPACING
SPRT SUPPORT
SQ SQUARE
SQ FT SQUARE FOOT
SQ IN SQUARE INCH
SST STAINLESS STEEL
SS SANITARY SEWER
STA STATION
STD STANDARD
STIF STIFFENER
STL STEEL
STRUCT STRUCTURE
SYM SYMMETRICAL
T&B TOP AND BOTTOM
TBC TOP BACK OF CURB
TF TOP FACE
TEMP TEMPORARY, TEMPERATURE
THRU THROUGH
T.O.TOP OF
TOC TOP OF CONCRETE, TOP OF CURB
TST TOP OF STEEL
TW TOP OF WALL
TYP TYPICAL
UBC UNIFORM BUILDING CODE
W WIDTH
WL WATERLINE
WM WIRE MESH, WATER MAIN
WS WATERSTOP, WATER SURFACE
WSTL WELDED STEEL, WROUGHT STEEL
WT WEIGHT
WTR WATER
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
YD YARD
LEGEND
NOTES:
X-X
A
SECTION (LETTER) OR
DETAIL (NUMERAL)
DESIGNATION
DETAIL AND SECTION DESIGNATION
ON DRAWING WHERE SECTION
OR DETAIL IS SHOWN:
DRAWING NUMBER(S)
WHERE TAKEN
ON DRAWING WHERE SECTION
OR DETAIL IS TAKEN:
DRAWING NUMBER
WHERE SHOWN
DRAWING NUMBER
1.* SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY.
2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS
"EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS, OR AS
SCREENED BACKGROUND. NEW STRUCTURES ARE SHOWN IN HEAVY
LINE WEIGHTS.
VICINITY MAP
1" = 400'
LEGEND
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
PROJECT
LOCATION
S
M
E
R
I
D
I
A
N
R
O
A
D
2ND STREE
T
W
E
S
T
10
T
H
A
V
E
W
E
S
T
3RD STRE
E
T
W
E
S
T
1ST STREE
T
W
E
S
T
WEST CENT
E
R
S
T
R
E
E
T
APPLEWAY DRIVE
4TH STREE
T
W
E
S
T
Sheet List Table
Sheet Number Sheet Title
C000 GENERAL NOTES
C001 EXISTING CONDITIONS
C002 DEMOLITION PLAN
C100 OVERALL SITE PLAN
C101 GRADING PLAN
C102 STORM PLAN & PROFILE
C103 WATER PLAN & PROFILE
C104 SEWER PLAN & PROFILE
C200 LANDSCAPING PLAN
C201 IRRIGATION PLAN
C500 DETAILS
C501 DETAILS
C502 DETAILS
X X
S S
NG NG
BP BP
BT BT
EXISTING BUILDING
EXISTING PARCEL BOUNDARY
EXISTING CONCRETE
EXISTING CURB
EXISTING FENCE
EXISTING ASPHALT ROAD
EXISTING GRAVEL ROAD
EXISTING ROAD CENTERLINE
EXISTING STORM SEWER
EXISTING SANITARY SEWER
OHP
OHTV
W W
EXISTING BURIED GAS
EXISTING BURIED POWER
EXISTING BURIED TELEPHONE
EXISTING OVERHEAD POWER
EXISTING OVERHEAD TELEVISION
EXISTING WATER MAIN
FOUND MONUMENT AS DESCRIBED
EXISTING BOLLARD
EXISTING CLEANOUT
EXISTING CURB STOP
EXISTING ELECTRIC METER
EXISTING FIRE HYDRANT
EXISTING FLAG
EXISTING GAS METER
EXISTING GUY ANCHOR
EXISTING GAS VALVE
EXISTING IRRIGATION CONTROL VALVE
EXISTING LIGHT POLE
EXISTING MANHOLE - STORM SEWER
EXISTING MANHOLE - SANITARY SEWER
EXISTING BUILDING PILLAR
EXISTING POWER POLE
EXISTING CONCRETE WHEEL STOP
EXISTING SIGN POST
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
EXISTING TELEPHONE PEDESTAL
EXISTING WATER VALVE
CO
E
G
I
D
S
T
EXISTING DRILL HOLE
EXISTING LAYDOWN CURB
G
S
S
S
S
E
ETT
D
S
CO
CO
CO
I
BP BP BP
X X X X X X X X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X X X X
X
X
NG NG
NG NG NG
OHP
OHP
OHP OHP
OHP
OHP
OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
OHP
O
H
P
OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHT
V
OHTV
OHTV S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W W W W W W W W
W
W
W
W
W
WW
W W W W W W W
W W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
S
D
SD
SD
SD
X
X
N4
°
1
5
'
2
1
"
E
9
9
.
8
1
'
(
M
)
N79°43'19"E 129.86'(M)N79°34'56"E 254.66'(M)
S1
0
°
2
6
'
0
0
"
E
1
7
7
.
0
6
'
(
M
)
S79°48'59"W 149.92'(M)
S1
0
°
2
0
'
0
4
"
E
1
2
4
.
8
2
'
(
M
)
S79°48'59"W 225.62'(M)
N63°37'51"W 44.21'(M)
N43°05'57"W 28.52'(M)
N24°12'41"W 47.82'(M)
N4
°
1
5
'
2
1
"
E
2
1
0
.
6
2
'
(
M
)
S1
0
°
2
6
'
0
0
"
E
1
2
4
.
8
3
'
(
M
)
S79°48'59"W 150.14'(M)S79°48'59"W 87.49'(M)
29
5
3
295
4
29
5
5
2
9
5
4
29
5
4
SSSS
SS
SS
SS
SS
SS
SS
W
EXIST. 8" PVC WATER MAIN
XSDMH-02
RIM:
E IE OUT:
LEGEND:
16.00'
ALLEY
ARMORY
MAINTENANCE SHOP
WASH RACK
SH
E
D
2ND STREET W
66' ROW
SO
U
T
H
M
E
R
I
D
I
A
N
R
O
A
D
40
'
R
O
W
10' EA
S
E
M
E
N
T
F
O
R
R
O
A
D
RIGHT
O
F
W
A
Y
P
E
R
D
O
C
# 2004
1
0
5
1
1
1
1
0
APPROX. LOCATION OF
EXIST. 8" SHARED SANITARY
SEWER SERVICE FOR
ARMORY, WASH RACK, AND
MAINTENANCE
EXISTING
CONDITIONS
C001
SURVEY NOTES
1.PROPERTY ADDRESS: 1110 2nd St W, Kalispell, MT 59901
2.ZONE: B-3 CORE AREA BUSINESS
3.LEGAL DESCRIPTION: S18, T28 N, R21 W ACRES 2.42, TR 5DAB IN L 1 ARMORY, ASSR #0000013209,
KALISPELL, FLATHEAD COUNTY, MT
4.EASEMENTS SHOWN ARE THE PLOTTABLE EASEMENTS LISTED IN OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY TITLE COMMITMENT FILE NO. 1043932-FT DATED MAY 3, 2022.
5.CONTOUR INTERVAL IS 1.0 FEET.
6.EXISTING UTILITIES ARE SHOWN IN COMBINATION OF FIELD MEASUREMENTS OF OBSERVABLE
ABOVE GROUND UTILITIES, UNDERGROUND UTILITIES MARKINGS PROVIDED BY OTHERS, AND
RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE. MORRISON-MAIERLE
ASSUMES NO LIABILITY FOR THE ACCURACY OF COMPLETENESS OF THESE RECORDS.
CONTRACTOR SHALL COORDINATE WITH OWNING UTILITY/AGENCY FOR FINAL LOCATION OF
EXISTING BURIED UTILITIES
7.FIELD SURVEY COMPLETED BY JACKOLA ENGINEERING & ARCHITECTURE, PC, IN JUNE, 2021,
WITH ADDITIONAL SURVEY COMPLETED BY MORRISON-MAIERLE IN MAY 2022.
8.BEARINGS ARE STATE PLANE GRID, DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADE
RECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLE ZONE, NAD 83
(OPUS). COORDINATES AND DISTANCES ARE TRANSFORMED TO GROUND AT CONTROL POINT # 1
(LAT. N48°11'40.86809", LON. W114°19'43.74718"). HORIZONTAL UNITS ARE INTERNATIONAL FEET.
COMBINED SCALE FACTOR FOR THIS PROJECT IS 0.99946776
LOT 1 ARMORY
2.42 ACRES
EXIST. 8" AC S
E
W
E
R
M
A
I
N
EX
I
S
T
.
1
2
"
P
V
C
W
A
T
E
R
M
A
I
N
EX
I
S
T
.
1
8
"
C
L
A
Y
S
E
W
E
R
M
A
I
N
20 4010200
SCALE IN FEET
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
READ, DON P. & SHARON L.
TRACT 3
COS 13659
211 OFFICES LLC.
TRACT 2
COS 13659
EXISTING 12" PVC
STORM PIPE
CITY OF KALISPELL
GRANT DEED
DOC# 199828810500
GOODRICH, PAUL S.
PARCEL A
COS 11261
GOODRICH, PAUL S.
PARCEL B
COS 11261
SIDMORE, CHUCK L. &
MOURNA A.
TRACT 2
COS 7935(X
1
5
)
E
X
I
S
T
I
N
G
P
A
R
K
I
N
G
S
T
A
L
L
S
(X
1
9
)
E
X
I
S
T
I
N
G
P
A
R
K
I
N
G
S
T
A
L
L
S
(X
7
)
E
X
I
S
T
I
N
G
P
A
R
K
I
N
G
S
T
A
L
L
S
EXIST. 6" PVC WATER MAIN
ENCROACHMENT EASEMENT ON
EXISTING BUILDINGS, SHED, AND
ROOFLINE CONSTRUCTED ACROSS
SUBJECT PROPERTY BOUNDARY
XSSMH-01
RIM: 2,954.50
IE E: 2,946.16
IE W: 2946.20
XSSMH-02
RIM: 2,954.34
IE W: 2,942.85
IE N: 2,941.94
IE S: 2942.04
XSDCB-01
RIM: 2951.46
IE SW: 2949.72
EXISTING SHED
ROOFLINE
G
S
S
S
E
ETT
D
S
CO
CO
CO
I
BP BP BP
X
X
X
XXXXXXXXX
X
X
X
X
X
X
X
X
X
X X X X
X
X
NG NG
OHP
OHP
OHP OHP
OHP
OHP
OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
OHP
O
H
P
OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP HP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHT
V
OHTV
OHTV
S
S
S
S
S
S
S
S
S
S
S
W
W
W W W W W W W W
W
W
W W W W W W W
W W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
S
D
SD
SD
SD
X
X
SS
SS
SS
SS
SS
SS
W
X
X
O
O
O
O
O
O
O
O
O O O O O O
O O O O O
O
O
O
O
O
O
O
O
O
O
O
O
OOOOOOOOO
OO
O
O
O
O
SS
SS
WS
WS
10
S
D
WS
RD
RDRDRDRDRDRDRDRDRD
RD
RD
RD
RD RD RD RD RD RD RD RD RD
6F
S
6FS
WS
WS
WS
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W 8W
WS WS
WS
WS RD
RD RD RD
WS WS WS
WS
WS
RDRDRD
RD
MH SD
SS
SS
SS
6SD 6SD 6SD
6S
D
6S
D
6S
D
MH
MH
PVB
B
P
B
P
B
P
B
P
B
P
BP
B
P
B
P
B
P
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP BP
B
P
B
P
BP
BP
BP
BP
BP
BP
BPBPBP
B
P
B
P
B
P
BP
BP
BP
BP
BP
B
P
B
P
BP
B
P
BP
BPBPBPBPBP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP BP BP BP
BP
BP BP BP BP BP
BP BPBP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BPBP
BPBPBPBP
BP
BP
BP BP BP BP BPBPBPBPBPBP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
SS
SSSS
OO
O
OO
OOOOOOOOOOO
O
O
O O
O
O
OO
S
S
S
S
S
S
S
S
S
S
SSSS
DEMOLITION KEY NOTES
1.REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT TO THE EXTENTS SHOWN IN
ACCORDANCE WITH MPWSS 02112 AND PROJECT SPECIFICATIONS. PROVIDE CLEAN EDGE FOR
NEW ASPHALT TIE-IN.
2.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB & GUTTER TO THE EXTENTS SHOWN IN
ACCORDANCE WITH MPWSS 02112.
3.REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE TO THE EXTENTS SHOWN IN
ACCORDANCE WITH MPWSS 02112. SAWCUT TO NEAREST JOINT.
4.REMOVE AND PROPERTY DISPOSE OF EXISTING SITE FENCING TO THE EXTENTS SHOWN
5.REMOVE AND PROPERLY DISPOSE OF EXISTING LIGHT POLE, BASE, AND BOLLARDS (IF
APPLICABLE) IN ACCORDANCE WITH MPWSS 02114.
6.EXISTING BUILDING TO BE REMOVED BY OWNER
7.PROTECT EXISTING TREES TO REMAIN
8.PROTECT EXISTING SIDEWALK TO REMAIN
9.PROTECT EXISTING SANITARY SEWER INFRASTRUCTURE TO REMOVED AND CAPPED.
#
GENERAL NOTES
1.VERIFY EXTENTS OF DEMOLITION PRIOR TO BIDDING.
2.DEMOLITION SHALL NOT PROCEED UNTIL EROSION & SEDIMENTATION CONTROL MEASURES
HAVE BEEN INSTALLED.
3.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL MATERIALS IN
ACCORDANCE WITH CITY OF KALISPELL STANDARDS AND MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS.
4.ASPHALT SHALL BE NEATLINE SAWCUT BY METHOD APPROVED BY ENGINEER.
5.ALL DISTURBANCE OF EXISTING UTILITIES SHALL BE COORDINATED WITH OWNING UTILITY
COMPANY PRIOR TO DISTURBANCE.
6.EXISTING CONCRETE CURB & GUTTER REMOVAL SHALL BE NEATLINE SAWCUT TO THE NEAREST
JOINT.
7.CONTRACTOR SHALL TAKE CARE TO PRESERVE & PROTECT EXISTING ASPHALT TO REMAIN
ADJACENT TO THE SITE TO MAXIMUM EXTENT POSSIBLE. ANY DAMAGE DEEMED UNNECESSARY
BY ENGINEER SHALL BE REPAIRED AT CONTRACTOR EXPENSE.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO CONCRETE SIDEWALK, CURB & GUTTER
AND ASPHALT THAT IS DAMAGED DURING CONSTRUCTION NOT CALLED OUT FOR REMOVAL.
9.NOT ALL SURFACE FEATURES ARE SHOWN. CONTRACTOR SHALL VISIT THE SITE AND MAKE
THEMSELVES AWARE OF ANY ADDITIONAL SURFACE FEATURES IN CONFLICT WITH THE
PROJECT.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING UTILITY LOCATES PRIOR TO ANY
EXCAVATION AND SHALL NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS AS SOON AS
POSSIBLE
FENCE REMOVAL
CONCRETE REMOVAL
LEGEND
ASPHALT REMOVAL
CURB AND GUTTER REMOVAL
PROTECT EXISTINGTREES TO REMAIN
2ND STREET W
SO
U
T
H
M
E
R
I
D
I
A
N
R
O
A
D
WASH RACK
EROSION CONTROL NOTES
1.THE PROJECT AND ADJACENT AREAS DISTURBED DURING CONSTRUCTION SHALL BE
PROTECTED WITH TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE ENTIRETY OF
THE PROJECT. THE CONTRACTOR SHALL EMPLOY EROSION, SEDIMENT, AND STORMWATER
RUNOFF CONTROL BEST MANAGEMENT PRACTICES (BMPS). THE CONTRACTOR SHALL NOT
ALLOW UNTREATED RUNOFF TO DRAIN FROM THE PROJECT SITE.
2.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL BMPS BEFORE ANY CONSTRUCTION
BEGINS AT THE SITE.
3.EROSION AND SEDIMENT CONTROL BMPS SHALL REMAIN IN PLACE AND BE CLEANED AND
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND STABILIZATION OF DISTURBED AREAS
HAS BEEN ESTABLISHED.
4.WASHOUT OF CONCRETE TRUCKS SHALL OCCUR OFF-SITE AT AN APPROVED LOCATION.
TRUCKS SHALL NOT BE WASHED INTO STREETS, DRAINAGE AREAS, GUTTERS, OR ANY STORM
DRAIN SYSTEMS.
5.BMPS SHALL BE INSPECTED EACH DAY WORK IS UNDERWAY AT THE SITE AND IMMEDIATELY
AFTER ANY STORM EVENT OF 0.5" OR MORE OF PRECIPITATION OCCURS. CONTRACTOR SHALL
CLEAN OR MAINTAIN SUCH DEVICES WHEN THEY ARE NOT EFFECTIVE IN TRAPPING AND
RETAINING SEDIMENT, AND ADD DEVICES WHERE NECESSARY. ANY NECESSARY REPAIRS TO
BMPS SHALL BE MADE WITHIN 24 HRS OF OBSERVATION OR NOTIFICATION FROM THE CITY OR
PROJECT ENGINEER.
6.ALL BMPS SHALL MEET AND BE INSTALLED PER THE CURRENT CITY OF KALISPELL STANDARDS.
7.TRACKING PAD AND ADJACENT STREETS SHALL BE CONTINUOUSLY CLEANED AND MAINTAINED
BY THE CONTRACTOR.
8.ALL STORM DRAINAGE INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED FROM
SEDIMENTATION WITH DRAIN GUARD. DRAIN GUARDS SHALL BE KEPT IN PLACE UNTIL
STABILIZATION OF DISTURBED AREAS IS ACHIEVED.
DEMOLITION
PLAN
C002
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
10 205100
SCALE IN FEET
1
3
3
4
4
1
3
2
5
6
6
7
7 7 7 7
88
8
8
9
MAINTENANCE SHOP SAMARITAN HOUSE FAMILY LIVING
(PHASE 1)
COMMUNITY
BUILDING
ARMORY
ARMORY
8
OVERHEAD POWER REMOVAL
5
5
5
3
6SD 6SD 6SD
6S
D
6S
D
6S
D
E
ETT
BP BP BP
X
OHT
V
OHTV
OHTVW
W
W W W W W W W W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
X
X
W
X
X
O
O
O
O
O
O
O
O
O O O O O O
O O O O O
O
O
O
O
O
O
O
O
O
O
O
O
OOOOOOOOO
OO
O
O
O
O
6SD 6SD 6SD
6S
D
6S
D
6S
D
O
X
X
O
O
O
O
O
O
O
O
O O O O O O
O O O O O
O
O
O
O
O
O
O
O
O
O
O
O
OOOOOOOOO
OO
O
O
O
O
6SD 6SD 6SD
6S
D
6S
D
6S
D
OO
O
OO
OOOOOOOOOOO
O
O
O O
O
O
OO
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
BP
BP
BP
BP
BP
BP
BP
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
OO
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
OOOOO
OOOOO
OOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O O O O
10 205100
SCALE IN FEET
21.67'
#
LOT SUMMARY
LOT AREA - APPROX. 2.42 AC
ZONED B-3 CORE AREA - BUSINESS
MINIMUM SETBACKS:
FRONT - N/A
SIDE - N/A
SIDE CORNER - N/A
REAR - N/A
MINIMUM LOT AREA: N/A
MINIMUM LOT WIDTH (FT): N/A
MINIMUM YARDS (FT):
FRONT YARD - N/A
SIDE YARD - N/A
SIDE CORNER - N/A
REAR YARD - N/A
MAXIMUM BUILDING HEIGHT (FT): 60 (UNLIMITED WITH CUP)
PERMITTED LOT COVERAGE (%): N/A
MAXIMUM FENCE HEIGHT (FT):
FRONT - 4
SIDE - 6.5
REAR - 6.5
SIDE CORNER - 6.5
SAMARITAN HOUSE FAMILY LIVING
(PHASE 1)
COMMUNITY
BUILDING
ARMORY
OVERALL SITE
PLAN
C100
2ND STREET W
SO
U
T
H
M
E
R
I
D
I
A
N
R
O
A
D
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJCGENERAL NOTES
1.SEE LANDSCAPE PLANS FOR DETAILED SITE FINISHES NOT DETAILED ON THESE PLANS.
2.IN GENERAL EXISTING AND STRUCTURES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED
BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. STRUCTURES AND FACILITIES INSTALLED AS
PART OF PHASE 1 ARE SHOWN IN LIGHT LINE WEIGHTS.
3.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS 7TH EDITION DATED APRIL 2021 (MPWSS), THE 2023 KALISPELL CITY PUBLIC WORKS STANDARDS & SPECIFICATION
MANUAL, AND THE PROJECT SPECIFICATIONS.
4.TRAFFIC CONTROL PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH
THE 2023 KALISPELL CITY PUBLIC WORKS STANDARDS & SPECIFICATION MANUAL AND MONTANA UNIFORM TRAFFIC CONTROL
DEVICES STANDARDS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS REQUIRED FOR CONSTRUCTION AND
COMPLYING WITH ALL THE TERMS OF THE PERMITS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6.ANY CHANGES IN PUBLIC RIGHT-OF-WAY SHALL REQUIRE APPROVAL FROM THE CITY OF KALISPELL. CONTRACTOR TO ENSURE CITY
APPROVAL PROVIDED PRIOR TO CONSTRUCTION.
7.UNLESS OTHERWISE NOTED, CURB & GUTTER IS STANDARD TYPE CURB PER CITY OF KALISPELL STANDARDS.
8.LIGHT POLES, ELECTRIC TRANSFORMERS, AND OTHER DRY UTILITY FEATURES ARE SHOWN FOR GRAPHICAL REPRESENTATION
ONLY. SEE ELECTRICAL PLANS AND COORDINATE WITH OWNING UTILITY FOR INSTALLATION.
9.CONTRACTOR SHALL ENSURE THAT TIE-IN TO EXISTING ASPHALT DOES NOT EXCEED 5% SLOPE. ASPHALT CUTTING AND REMOVAL
SHALL BE EXTENDED AS NECESSARY TO NOT EXCEED 5% SLOPE.
CONSTRUCTION NOTES
1.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT
TO THE ENGINEERS ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.
2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF
REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.
3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE
STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR
PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE
CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF EMPLOYEE OR
TRESPASSER.
4.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS AND PROPERTY CORNERS PRIOR TO BEING DISTURBED
BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A
PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.
5.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACE TO EQUAL, OR BETTER CONDITION THAN EXISTED PRIOR TO
EXCAVATION AND CONSTRUCTION, AS DETERMINED BY OWNER AND THE ENGINEER.
6.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT THEIR EXPENSE.
STREETS AND DISTURBED AREAS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
7.ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH CITY OF KALISPELL AND OWNING UTILITY COMPANY FOR
SHUT DOWN AND TIE-IN TO EXISTING UTILITIES.
9.THE CONTRACTOR SHALL NOTIFY THE CITY OF KALISPELL AND ENGINEER 48-HOURS PRIOR TO BEGINNING ANY WORK AND 24
HOURS PRIOR TO ANY SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK.
10.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH CITY OF KALISPELL, OWNER, CONTRACTOR, SUBCONTRACTOR, AND
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE
AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL
BE BORN SOLELY BY THE CONTRACTOR.
12.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS
ENCOUNTERED ON THE PROJECT.
13.THE CONTRACTOR IS RESPONSIBLE FOR CREATING, FILING, AND ABIDING BY A STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) AND NOTICE OF INTENT (NOI) APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR
LOCAL GOVERNING AGENCY, AS APPROPRIATE. CONTRACTOR SHALL CONTROL EROSION AND SEDIMENTATION BY INSTALLING
SUITABLE BMPS AND MAINTAIN THEM FOR THE DURATION OF THE PROJECT.
14.CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL FOR DURATION OF THE PROJECT.
20 4010200
SCALE IN FEET
40.21'
7.00'42.83'
5.00'5.00'
10.67'10.75'
32.03'
12.00'
7.00'
129.33'
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
(PHASE 3)
10.18'
3.66'28.17'7.83'10.75'31.33'
59.00'
7.33'
7.89'
10.75'
42.82'
33.60'
27.82'
R22.0'
R2.0'
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
KEY NOTES
1.ASPHALT PAVEMENT PER DTL. 1/C500, SEE SHEET C101
2.STANDARD CURB AND GUTTER PER DTL 3/C500, SEE SHEET 101
3.SITE SIDEWALK PER DTL 2/C500, SEE SHEET C101
4.STAMPED CONCRETE PATH. SEE LANDSCAPING PLANS
5.ADA PEDESTRIAN RAMP PER DTL 4/C500
6.PARKING STRIPING PER DTL 3/C500, TYP.
7.ADA PARKING SIGNAGE AND STRIPING DIMENSIONED THIS SHEET. PARKING SIGNS MOUNTED
ON BUILDING OR POSTS AS SHOWN.
8.CEDAR PRIVACY FENCING AND ACCESS GATES; COORDINATE WITH ARCHITECTURAL PLANS
9.CMU TRASH ENCLOSURE, COORDINATE WITH ARCHITECTURAL SHEETS
10.SEE ARCHITECTURAL SHEETS FOR GATE DETAIL
11.BOLLARD PER DETAIL 4/C500.
12.RAISED PLANTER. SEE LANDSCAPING PLANS.
13.VALLEY GUTTER SEE PER DTL 8/C500
14.PRECAST CONCRETE PAD.
15.LANDSCAPE EDGING. SEE LANDSCAPING PLANS.
1
3
3
3
9
11
8
8
8
8 4
23.36'
1212
12
12
12
12 12
CONSTRUCTION
LIMITS PHASE 3
5
5
ARMORY
(PHASE 2)
CONSTRUCTION
LIMITS PHASE 3
5
2
1
ARMORY
13
10
5.00'
52
1
11
20.00'
9.42'
5.42'
4.94'
146.54'
157.17'
27.83'
36.96'
46.93'
14 14 14 14 14 14 14 14 14 14
3.00'
4.00'
4.00'
4.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'5.00'
5.00'5.00'
1515
15
CO
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
6W
WSWS
WSWSWS
WS
WS
RD RD
RD
RD
RD
RD
RD
RD
RD
RD
6F
S
6F
S
6FS 6FS 6FS 6FS
WS
WS
WS
WS
WS WS
8W
8W
8W
8W
8W
8W 8W 8W 8W
WS WS
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
B
P
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
CO
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
8W
8W 8W 8W
12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD
12
S
D
12
S
D
12
S
D
6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS
6F
S
6F
S
6F
S
6F
S
6F
S
6F
S
6F
S
WS
WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS
WS
W
S
WS
WS
WS
WS
WS
WS
WS
SS
SS SS SS SS SS SS SS SS SS
12
S
D
RDRDRDRD
RD
RD
2
9
5
4
2954
29
5
4
2955
2955
29
5
5
FG: 2955.18 FG: 2955.18
FG: 2955.18 EOC: 2955.18
RIM : 2955.00
FG: 2955.09
RIM: 2955.00FG: 2955.09RIM: 2955.00
FG: 2955.18
FG: 2955.00
EOC: 2955.24
FG: 2955.34
FG: 2955.09
FG: 2955.19
FG: 2955.09
FG: 2955.19
FG: 2955.09
FG: 2955.09
FG: 2955.19FG: 2955.19
FG: 2955.09
FG: 2955.15
FG: 2955.09
EOC: 2955.24
EOC: 2955.18
EOC: 2955.26 EOC: 2955.26
EOC: 2955.29
EOC: 2955.25
EOC: 2955.25
EOC: 2955.20
EOC: 2955.19
EOC: 2955.20
EOC: 2955.20
EOC: 2955.20
EOC: 2955.19
FG: 2955.19
EOC: 2955.19 EOC: 2955.25
EOC: 2955.25 EOC: 2955.29
EOC: 2955.26 EOC: 2955.26
FG: 2955.14
TBC: 2955.15 TBC: 2955.15
FLC: 2955.15FLC: 2955.15
EOA: 2955.15 EOA: 2955.15
EOA: 2955.25
EOA: 2955.25
FLC: 2955.23
FLC: 2955.24
TBC: 2955.25
TBC: 2955.25
FG: 2955.34
SW: 2955.34
SW: 2955.15
FG: 2955.03
FG: 2955.34
FG: 2955.34 FG: 2955.34
-
1
.
2
2
%
-0
.
8
7
%
-5.41%
-1
.
6
6
%
-0.73%
-0.56
%
-1
.
6
3
%
-0.66%
-0.6
7
%
-0.
4
4
%
-0.41%
-1.4
2
%
-1.
6
1
%
0.
2
4
%
-0
.
5
4
%
-1.94%
-5
.
7
9
%
-9
.
5
0
%
-9
.
3
6
%
-9
.
0
6
%
-8
.
7
5
%
-6
.
9
6
%
-5
.
9
8
%
-11.81%
-2.28%
-1.72%
-1.24%
EOA: 2954.90
SW: ???
SW: 2955.21
EOA: 2955.10
SW: 2955.23
-0.13%
-0.40%-0.43%-0.43%-0.32%
-0.29%-0.33%
FG: 2955.18
SW: 2953.77
RIM: 2955.19
-0.59%
-0.68%
-1
.
4
8
%
-0
.
9
8
%
-0.51%
-0.65
%
-1
.
5
7
%
-0
.
8
6
%
-0
.
9
2
%
-0.50%
-0.50%
-1
.
1
8
%
SW: 2953.64
SW: 2954.00
SW: 2954.13
SW: 2954.36
SW: 2954.04
SW: 2953.94
FG: 2954.23
FG: 2953.76
TBC: 2954.09
FLC: 2953.60
TBC: 2954.02
SW: 2954.17
SW: 2954.49
FLC: 2953.52
0.
7
6
%
-1.30%
-1
.
9
0
%
TBC: 2953.97
TBC: 2953.49
-1.08
%
-0.75%
-1
.
5
8
%
SW: 2954.72
SW: 2954.79 EOC: 2955.18RIM: 2955.21
RIM: 2955.19
-0.60%
-0.67%
-1
.
5
5
%
-0.50%
EOC: 2955.22
EOC: 2955.18
EOC: 2955.18
-1.67%
A
B
C
6W
WSWS
WSWSWS
WS
WS
RD RD
RD
RD
RD
RD
RD
RD
RD
RD
6F
S
6F
S
6FS 6FS 6FS 6FS
WS
WS
WS
WS
WS WS
8W
8W
8W
8W
8W
8W 8W 8W 8W
WS WS
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
B
P
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
OOOOO
OOOOO
OOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O O O O
10 205100
SCALE IN FEET
GRADING
PLAN
C101
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
FFE: 2955.34'
ARMORY
FFE: 2955.15'
GENERAL GRADING NOTES
1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION & SEDIMENTATION CONTROL
MEASURES HAVE BEEN INSTALLED
2.UNLESS OTHERWISE NOTED, ALL CALLOUTS ARE TO FINISHED GRADE.
3.ALL TIE-INS TO EXISTING ASPHALT AND CONCRETE SHALL BE SAWCUT OR NEAT CUT BY
METHOD APPROVED BE ENGINEER. PROVIDE SMOOTH TRANSITIONS TO EXISTING
SURFACES.
4.GRADING AND DRAINAGE INFRASTRUCTURE SHALL CONFORM TO ADA REQUIREMENTS.
5.LIMITED COORDINATES, DIMENSIONS, AND OTHER LAYOUT INFORMATION HAVE BEEN
PROVIDED ON THIS SHEET. CONTRACTOR WILL BE PROVIDED WITH A DIGITAL SITE MODEL
TO AIR IN CONSTRUCTION STAKING AND SURVEYING. THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DEVIATIONS BETWEEN THE DIGITAL FILES AND HARD COPY PLANS.
6.PROVIDE SMOOTH TRANSITIONS FROM FULL HEIGHT CURB TO LAYDOWN CURB AND FROM
SPILL TO CATCH CURB.
7.SEE LANDSCAPE PLANS FOR DETAILED SITE FINISHES NOT DETAILED ON THESE PLANS.
8. IN GENERAL EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE
SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR
FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS.
CONSTRUCTION NOTES
1.CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE BMP (BEST
MANAGEMENT PRACTICES) DURING ALL CONSTRUCTION ACTIVITIES AND MAINTENANCE
OF BMP'S DURING CONSTRUCTION.
2.ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND BUILDING ENTRANCES.
3.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE
MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 7TH EDITION DATED APRIL 2021
(MPWSS), THE 2023 KALISPELL CITY PUBLIC WORKS STANDARDS & SPECIFICATION
MANUAL, AND THE PROJECT SPECIFICATIONS.
4.TRAFFIC CONTROL PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL TRAFFIC
CONTROL SHALL BE IN ACCORDANCE WITH THE 2023 KALISPELL CITY PUBLIC WORKS
STANDARDS & SPECIFICATION MANUAL AND MONTANA UNIFORM TRAFFIC CONTROL
DEVICES STANDARDS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS
REQUIRED FOR CONSTRUCTION AND COMPLYING WITH ALL THE TERMS OF THE PERMITS.
NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6.ANY CHANGES IN PUBLIC RIGHT-OF-WAY SHALL REQUIRE APPROVAL FROM THE CITY OF
KALISPELL. CONTRACTOR TO ENSURE CITY APPROVAL PROVIDED PRIOR TO
CONSTRUCTION.
7.UNLESS OTHERWISE NOTED, CURB & GUTTER IS STANDARD TYPE CURB PER CITY OF
KALISPELL STANDARDS.
8.LIGHT POLES, ELECTRIC TRANSFORMERS, AND OTHER DRY UTILITY FEATURES ARE SHOWN
FOR GRAPHICAL REPRESENTATION ONLY. SEE ELECTRICAL PLANS AND COORDINATE WITH
OWNING UTILITY FOR INSTALLATION.
9.CONTRACTOR SHALL ENSURE THAT TIE-IN TO EXISTING ASPHALT DOES NOT EXCEED 5%
SLOPE. ASPHALT CUTTING AND REMOVAL SHALL BE EXTENDED AS NECESSARY TO NOT
EXCEED 5% SLOPE.
ABBREVIATIONS:
TBC TOP BACK OF CURB
FLC FLOWLINE OF CURB
SW SIDEWALK
FG FINISHED GRADE
FF FINISHED FLOOR
EG EXISTING GRADE
RIM RIM ELEVATION
EOC EDGE OF CONCRETE
GBL GRADE BREAK LINE
3030
3029
DESIGN SPOT GRADE (SEE ABBREV.)
EXISTING SPOT GRADE
DESIGN SURFACE MAJOR CONTOUR
DESIGN SURFACE MINOR CONTOUR
EXISTING SURFACE MAJOR CONTOUR
EXISTING SURFACE MINOR CONTOUR
3030
3029
FG:3030.48
EG:3030.54
LEGEND
GRADING BOUNDARY
TRANSITIONING CURB
TRANSITIONING CURB
DOOR
FFE: 2955.34
DOOR
FFE: 2955.34
DOOR
FFE: 2955.34
DOOR
FFE: 2955.34
DOOR
FFE: 2955.34
GB
L
GB
L
GB
L
GB
L
M
H
BP
B
P
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
BP
BPBP
BP
BP
BP
BP
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
B
P
BP
BP
BP
B
P
B
P
BP
B
P
B
P
BP
BP
B
P
B
P
BP
BP
BP
B
P
BPBP
BP
B
P
B
P
BP
BP
BP
BP
BP
BP
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
BP
BP
B
P
B
P
BP
BP
B
P
B
P
BP
BP
BP
BP
BP
BP
O
O O
O O O O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
M
H
BP
B
P
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
BP
BPBP
BP
BP
BP
BP
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
B
P
BP
BP
BP
B
P
B
P
BP
B
P
B
P
BP
BP
B
P
B
P
BP
BP
BP
B
P
BPBP
BP
B
P
B
P
BP
BP
BP
BP
BP
BP
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
B
P
BP
B
P
B
P
BP
BP
B
P
B
P
BP
BP
B
P
B
P
BP
BP
BP
BP
BP
BP
E
E
T
BP
BP
B
P
B
P
BP
BP
N
G
OH
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OHP
OHP
OHP
OH
P
OH
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8W
8
W
8W
8W
8
W
8W
8
W
8W
8
W
8
W
8W
8
W
8W
8
W
8
W
8W
8
W
8W
8W
8
W
8
W
8W
1
2
S
D
1
2
S
D
1
2
S
D
1
2
S
D
12
S
D
1
2
S
D
12
S
D
12
S
D
1
2
S
D
12
S
D
1
2
S
D
12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD
12S
D
12S
D
12S
D
12S
D
12S
D
12S
D
12S
D
12S
D
12S
D
12SD
12SD
6
F
S
WS
W
S
W
S
WS
R
D
R
D
RD
RD
RD
RD
RD
RD
RD
R
D
R
D
RD
M
H
RD
RD
RD
RD
RD
RD
RD
R
D
R
D
RD
R
D
R
D
RD
RD
R
D
R
D
R
D
R
D
1
+
0
0
2
+
0
0
3+00
4+0
0
4+29
CB-1
STA 1+00.00
RIM=2954.95
CB-2
STA 1+49.53
RIM=2955.00
CDS UNIT
STA 2+08.91
RIM=2955.00
STORM MH-1
STA 3+17.54
RIM=2952.68
STORM MH-2
STA 4+00.23
RIM=2952.67
(E) STORM MANHOLE
STA 4+29.28
RIM=2952.23
RIM: 2955.19
I.E.=2953.71
RIM: 2955.19
I.E.=2953.71
RIM: 2955.21
I.E.=2953.71
RIM: 2955.21
I.E.=2953.71
2940
2950
2960
2940
2950
2960
1+00 2+00 3+00 4+00 4+29
(E
)
S
T
O
R
M
M
A
N
H
O
L
E
ST
A
4
+
2
9
.
2
8
RI
M
=
2
9
5
2
.
2
3
IE
I
N
(
E
)
=
2
9
5
1
.
2
8
IE
O
U
T
(
S
)
=
2
9
5
1
.
1
8
IE
I
N
(
E
)
=
2
9
5
0
.
0
8
IE
I
N
(
N
)
=
2
9
4
8
.
2
6
IE
O
U
T
(
W
)
=
2
9
4
9
.
9
8
108.63 LF 12" PV
C
@
2
.
0
1
%
82.70 LF 12" PVC @ 0.50%
29.05 LF 12" PVC @ 0.50%
CB
-
2
ST
A
1
+
4
9
.
5
3
RI
M
=
2
9
5
5
.
0
0
CB
-
1
ST
A
1
+
0
0
.
0
0
RI
M
=
2
9
5
4
.
9
5
CD
S
U
N
I
T
ST
A
2
+
0
8
.
9
1
RI
M
=
2
9
5
5
.
0
0
59.38 LF 12" PVC @ 0.50%
49.53 LF 12" PVC @ 0.50%
IE
I
N
(
E
)
=
2
9
5
1
.
6
6
IE
I
N
(
N
)
=
2
9
5
2
.
1
6
IE
O
U
T
(
W
)
=
2
9
5
1
.
5
6
IE
I
N
(
N
)
=
2
9
5
2
.
4
0
IE
O
U
T
(
W
)
=
2
9
5
1
.
9
0
ST
O
R
M
M
H
-
2
ST
A
4
+
0
0
.
2
3
RI
M
=
2
9
5
2
.
6
7
ST
O
R
M
M
H
-
1
ST
A
3
+
1
7
.
5
4
RI
M
=
2
9
5
2
.
6
8
IE
I
N
(
N
)
=
2
9
4
9
.
0
0
IE
O
U
T
(
S
E
)
=
2
9
4
8
.
9
0
IE
I
N
(
N
W
)
=
2
9
4
8
.
4
9
IE
O
U
T
(
S
)
=
2
9
4
8
.
3
9
0
VERT. SCALE IN FEET
0
HORIZ. SCALE IN FEET
12 2 4
510 10 20
STORM PLAN
& PROFILE
C102
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
FINISHED GRADE
EXISTING GROUND
CONSTRUCTION NOTES:
1.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTINGS UNLESS OTHERWISE NOTED.
2.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
3.ALL PROVISIONS FOR COMPLETING SEWER SYSTEM ACCEPTANCE TESTING SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND INCIDENTAL TO OTHER PAY ITEMS.
4.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITY LINE (BY POTHOLING IF
NECESSARY) AHEAD OF NEW UNDERGROUND UTILITY INSTALLATION IN ORDER TO PREVENT CONFLICTS.
5.STORM SEWER MAIN SHALL BE IN STALLED IN TYPICAL UTILITY TRENCH UTILIZING TYPE 1 TRENCH
BACKFILL UNLESS OTHERWISE NOTED PER DETAIL 2/C501.
6.STORMWATER CATCH BASINS SHALL BE INSTALLED PER DETAIL 7/C500.
7.STORMWATER CATCH BASINS SHALL BE ADJUSTED TO FINISHED GRADE PER DETAIL 7/C500.
8.STORM DRAIN PIPE SHALL HAVE A MINIMUM COVER OF 24" WITH RESPECT TO FINISHED FINISHED GRADE.
9.CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS WITH ALL OTHER
EXISTING AND PROPOSED UTILITIES.
10.STORMWATER CATCH BASINS SHALL BE GROUTED PER DETAIL 7/C500.
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
(PHASE 3)
ARMORY
(PHASE 2)
42 LF OF 4-INCH PVC
STORM DRAIN PIPE
4 LF OF 4-INCH PVC
STORM DRAIN PIPE
22 LF OF 4-INCH PVC
STORM DRAIN PIPE
40 LF OF 4-INCH PVC
STORM DRAIN PIPE
20 LF OF 4-INCH PVC
STORM DRAIN PIPE
6W
WS
WS
6F
S
6F
S
6FS 6FS
8W
8W
8W
8W
8W
8W 8W 8W 8W
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
O
OOOOO
OOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O O O O
6W
WS
WS
6F
S
6F
S
6FS 6FS
8W
8W
8W
8W
8W
8W 8W 8W 8W
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
W
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
8W
8W 8W 8W
12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD
12
S
D
12
S
D
12
S
D
12
S
D
6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS 6FS
6F
S
6F
S
6F
S
6F
S
6F
S
6F
S
6F
S
WS
WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS
WS
W
S
WS
WS
WS
WS
WS
WS
WS
SS
SS SS SS SS SS SS
12
S
D
RDRDRDRD
RD
RD
RD
1+00
2+00
2+91
STA 2+50.43
(P) 8" 45° BEND
STA 2+61.61
(P) 8" 45° BEND
STA 1+17.85
(P) 8" 11.25° BEND
STA 1+05.00
(P) 8" GATE VALVE
STA 1+00.00
12"X12"X8" TAPPING SLEEVE
STA 2+90.64
(PHASE 1) 8" GATE VALVE
STA 1+91.10
(P) 4" STORM DRAIN PIPE
CROSSING
STA 2+40.62
(P) 4" STORM DRAIN PIPE
CROSSING
2940
2950
2960
2940
2950
2960
1+00 2+00 2+91
8" C900 PVC PIPE
STA 1+00.00
(P) 12"X12"X8" TAPPING SLEEVE
STA 1+05.00
(P) 8" GATE VALVE
STA 1+17.81
(P) 8" 11.25° BEND
STA 2+50.43
(P) 8" 45° BEND
STA 2+61.61
(P) 8" 45° BEND
STA 2+90.64
(PHASE 1) 8" GATE VALVE
STA 1+91.10
(P) 4" STORM DRAIN PIPE
CROSSING
STA 2+40.62
(P) 4" STORM DRAIN PIPE
CROSSING
11.7'
0
VERT. SCALE IN FEET
0
HORIZ. SCALE IN FEET
12 2 4
510 10 20
WATER PLAN
& PROFILE
C103
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
FINISHED GRADE
EXISTING GROUND
7.17'
GENERAL NOTES
1.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTINGS UNLESS OTHERWISE NOTED.
2.ALL WATER MAIN AND SERVICE PIPING SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH
RESPECT TO FINISHED GRADE.SITE SHALL BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO
ASSURE 6.5 FEET MINIMUM COVER OR DEEPER, AS SPECIFIED. IF 6.5 FEET OF COVER CANNOT BE OBTAINED,
INSULATION OF PIPING MAY BE REQUIRED AS DIRECTED BY ENGINEER.
3.ALL WATER SERVICES AND MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF KALISPELL
STANDARDS AND MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS, 7TH EDITION). IN THE
EVENT OF CONTRADICTIONS BETWEEN REQUIREMENTS, CITY OF KALISPELL STANDARDS SHALL PREVAIL.
4.ALL PROVISIONS FOR COMPLETING WATER SYSTEM ACCEPTANCE TESTING SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.
5.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITY LINES (BY POTHOLING IF
NECESSARY) AHEAD OF NEW UNDERGROUND UTILITY INSTALLATION IN ORDER TO PREVENT CONFLICTS.
6.CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS WITH ALL OTHER EXISTING
AND PROPOSED UTILITIES.
CONSTRUCTION NOTES
1.WATER VALVES SHALL BE INSTALLED INSIDE OF PROTECTIVE ROAD BOX AND BE ADJUSTED TO FINISHED GRADE
PER DETAIL 9/C501.
2.WATER MAIN AND SERVICE SHALL BE INSTALLED IN TYPICAL UTILITY TRENCH UTILIZING TYPE 1 TRENCH
BACKFILL UNLESS OTHERWISE NOTED PER DETAIL 2/C501.
3.WATER FITTINGS AND APPURTENANCES SHALL BE OF MECHANICAL JOINT TYPE AND FULLY RESTRAINED UNLESS
OTHERWISE SPECIFIED. FITTINGS SHALL MEET AWWA C153 OR C110. CORE BLUE T-BOLTS ARE REQUIRED FOR
ALL FITTINGS.
4.CONCRETE THRUST BLOCKS ARE REQUIRED:
THRUST BLOCKS FOR FITTINGS AND BENDS GREATER THAN 22.5 DEGREES SHALL BE INSTALLED
PER DETAIL 7/C501
THRUST BLOCKS FOR APPURTENANCES AND VALVES SHALL BE INSTALLED PER DETAIL 6/C501.
5.WATER AND STORM MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION OF
10 FEET. .
6.WATER SERVICE SHALL BE CONSTRUCTED OF POLYETHYLENE PIPE AND INCLUDE CURB STOP AND METER PIT
PER DETAIL 3/C501
7.TRACER WIRE MUST BE INSTALLED ALONG ALL NEW WATER PIPING PER CITY OF KALISPELL REQUIREMENTS
AND BE INSPECTED AND CERTIFIED BY CITY PERSONNEL PRIOR TO PAVEMENT.
8.ONCE ALL PIPING IS COMPLETE AND TESTED, THE CONTRACTOR AND CITY PERSONNEL SCHEDULE A PRE-PAVE
WALKTHROUGH.
9.CONTRACTOR TO VERIFY CONNECTIONS TO ALL EXISTING FACILITIES.
CONTRACTOR TO VERIFY DEPTH
OF EXISTING WATER MAIN
PRIOR TO CONSTRUCTION.
CONTRACTOR TO VERIFY DEPTH
OF EXISTING WATER MAIN
PRIOR TO CONSTRUCTION.
PROPOSED 2-INCH SERVICE
CONNECTED TO PREVIOUSLY
INSTALLED WATER MAIN.
PROPOSED 6-INCH FIRE SERVICE
CONNECTED TO PREVIOUSLY
INSTALLED WATER MAIN.
REMOVE PREVIOUSLY
INSTALLED 8-INCH CAP
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
(PHASE 3)
ARMORY
(PHASE 2)
4.42'4.19'
CONNECTION AT BUILDING. SEE
MECHANICAL DRAWINGS
CONNECTION AT BUILDING. SEE
MECHANICAL DRAWINGS
X
X
X
X O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
OOOOOOOOOOOOOOOOO
O
O
OOOOOO
O
6W
SS SS SS
WSWS
WSWSWS
WS
WS
WS
WS
RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD
RD
RD
RD
RD
RD
RD
RD
RD
RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD
6F
S
6F
S
6FS 6FS 6FS 6FS
WS
WS
WS
WS
WS WS
8W
8W
8W
8W
8W 8W 8W 8W
WS WS WS
RDRDRDRDRDRD
RD
MH
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP BP BP BP BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
BP
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
OOOOOO
OOOOO
OOOOOOOO
6W
SS SS SS
WSWS
WSWSWS
WS
WS
WS
WS
RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD
RD
RD
RD
RD
RD
RD
RD
RD
RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD
6F
S
6F
S
6FS 6FS 6FS 6FS
WS
WS
WS
WS
WS WS
8W
8W
8W
8W
8W 8W 8W 8W
WS WS WS
RDRDRDRDRDRD
RD
MH
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP BP BP BP BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
BP
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
X
X
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
WWWW
8W
8W 8W 8W
6FS 6FS 6FS 6FS 6FS
6F
S
6F
S
6F
S
6F
S
6F
S
6F
S
6F
S
WS WS WS WS WS WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
12
S
D
MH
3+45
1+00
2+00 3+00STA 1+04.97
(P) 6" FIRE SERVICE CROSSING
2
9
5
3
2
9
5
4
STA 1+07.97
(P) 2" DOMESTIC SERVICE CROSSING
2940
2950
2960
2940
2950
2960
1+00 2+00 3+00 3+45
4" SDR 35 PIPE
STA 1+04.97
(P) 6" FIRE SERVICE CROSSING
STA 1+07.97
(P) 2" DOMESTIC SERVICE CROSSING
0
VERT. SCALE IN FEET
0
HORIZ. SCALE IN FEET
12 2 4
510 10 20
SEWER PLAN
& PROFILE
C104
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
FINISHED GRADE
(PART OF PHASE 1)
EXISTING GROUND
8.18'
CONNECTION AT BUILDING. SEE
MECHANICAL DRAWINGS
PROPOSED 4-INCH SDR 35
SANITARY SEWER SERVICE
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
(PHASE 3)
CONNECT PROPOSED 4-INCH
SANITARY SEWER SERVICE
TO EXISTING 18-INCH
SANITARY SEWER MAIN.
CONTRACTOR TO VERIFY
DEPTH OF EXISTING MAIN
PRIOR TO CONNECTION.
CONNECT PROPOSED 4-INCH
SANITARY SEWER SERVICE
TO EXISTING 18-INCH
SANITARY SEWER MAIN.
CONTRACTOR TO VERIFY
DEPTH OF EXISTING MAIN
PRIOR TO CONNECTION.
CONSTRUCTION NOTES:
1.SEWER SERVICE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF KALISPELL STANDARDS AND MONTANA
PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS, 7TH EDITION). IN THE EVENT OF CONTRADICTIONS BETWEEN
REQUIREMENTS, CITY OF KALISPELL STANDARDS SHALL PREVAIL.
2.ALL PROVISIONS FOR COMPLETING SEWER SYSTEM ACCEPTANCE TESTING SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND INCIDENTAL TO OTHER PAY ITEMS.
3.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITY LINE (BY POTHOLING IF NECESSARY)
AHEAD OF NEW UNDERGROUND UTILITY INSTALLATION IN ORDER TO PREVENT CONFLICTS.
4.SANITARY SEWER SERVICE SHALL BE INSTALLED IN TYPICAL UTILITY TRENCH UTILIZING TYPE 1 TRENCH BACKFILL.
CONNECTION AT BUILDING. SEE
MECHANICAL DRAWINGS
SAMARITAN HOUSE FAMILY LIVING
(PHASE 1)
6W
6W
WS
WS
6F
S
6F
S
6F
S
6F
S
6FS 6FS
8W
8W
8W
8W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W
B
P
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
CO
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
W
W
W
W
W
W
W
W
W
WWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
IR
IR IR
IR IR
IR
IR
IR IR
IR
IR
IR
IR IR
6W
6W
WS
WS
6F
S
6F
S
6F
S
6F
S
6FS 6FS
8W
8W
8W
8W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W
B
P
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
BP
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
OOOOOOO
O
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O
O
O
O
O
O
O O O O O O
PLANT SCHEDULE
BOTANICAL NAME COMMON NAME QTY CONTAINER
SIZE
HEIGHT/
SPREAD
SHRUB
DAPHNE X
BURKWOODII
CAROL MACKIE
DAPHNE 15 2 GAL 3 / 4
SORBARIA
SORBIFOLIA SEM ASH LEAF SPIREA 10 2 GAL 3-4 / 3-4
SPIREA BETULIFOLIA BIRCH LEAF SPIREA 3 2 GAL 2-3 / 2-3
RHUS AROMATICA GO-LOW FRAGRANT
SUMAC 2 2 GAL 2-3 / 5-8
PERENNIAL
DESCHAMPSIA
CESPITOSA
GOLD DEW TUFTED
HAIR GRASS 29 1 GAL 3-4 / 1.5-2
GAILLARDIA
GRANDIFLORA
ARIZONA RED SHADES
BLANKET FLOWER 44 1 GAL 1.5-2 / 2-3
MONARDA DIDYMA JACOB CLINE BEE BALM 16 1 GAL 2-3 / 2-3
REDBECKIA FULGIDA
RUDBECKIA,
GOLDSTRUM ORANGE
CONEFLOWER
19 1 GAL 2-3 / 2
6 12360
SCALE IN FEET
3.
0
'
LANDSCAPING
PLAN
C200
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
LEGEND
PROPOSED ASPHALT PROPOSED CONCRETE
BARK MULCH
LAWN TURFPVC IRRIGATION SLEEVE
GENERAL LANDSCAPING NOTES
1.EXISTING AND PROPOSED PLANT SYMBOLS AS SHOWN ON PLANS DO NOT INDICATE ACTUAL DRIP LINE.
CONTRACTOR SHALL VERIFY IN FIELD PRIOR TO CONSTRUCTION AS NEEDED.
2.ALL TREES SHALL RECEIVE MIN. 4' DIA. MULCH RING.
3.TREE AND SHRUB PLANTERS TO CONTAIN 12" MIN., TOPSOIL, WEED BARRIER, AND MULCH PER PLAN. PROVIDE 1"
IRRIGATION LINE FROM ZONE VALVE AND DRIP IRRIGATE.
4.MIN. 4" TOPSOIL TO BE PROVIDED IN LAWN AREAS. TOPSOIL SHALL BE FREE OF WEEDS, ROOTS AND OTHER
DELETERIOUS MATERIALS.
5.IRRIGATION DESIGN AND INSTALLATION TO PROVIDE HEAD TO HEAD COVERAGE, LIMIT OVERSPRAY ONTO
BUILDING, WALKS, ASPHALT, LIGHT POLES, AND FENCING. ALL PLANTER ISLANDS AND HYDROSEEDED AREAS
SHALL BE IRRIGATED.
6.GRASS AREAS SHALL BE ON SEPARATE ZONES FROM PLANTING BEDS.
7.BARK MULCH SHALL BE COARSE GROUND WOODCHIP/SHRED MATERIAL 1-5" IN SIZE, 4" DEEP MIN. AND DARK
BROWN IN COLOR. TAPER TO 2" WHEN ABUTTING PAVEMENT OR HARDSCAPE.
8.SOD SHALL BE ECO FINE FESCUE MIX SOD, 13 CHEWING FESCUE, 13 CREEPING RED FESCUR, 13 HARD FESCUE, OR
APPROVED EQUAL.
9.PLANTING SOIL SHALL BE PROVIDED MIXED AND READY FOR INSTALLATION.
10.CONTRACTOR SHALL ENSURE SUBGRADE IS SCARIFIED PRIOR TO INSTALLING PLANTING SOIL AND BLEND WITH
INITIAL PLACEMENT OF PLANTING SOIL.
11.PLACEMENT OF PLANTING SOIL AND OTHER LANDSCAPING WORK SHALL BE COORDINATED WITH SITE UTILITY
WORK AND SHALL OCCUR AFTER INSTALLATION OF ALL HARDSCAPE IMPROVEMENTS.
12.LANDSCAPER SHALL CONTACT THE PARKS SUPERINTENDENT PRIOR TO ANY INSTALLATION OF TREES IN THE
BOULEVARD AND HAVE ANY NECESSARY PERMITS FILED PRIOR TO PLANTING.
IR
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
ARMORY BUILDING
KEY NOTES
1.IRRIGATION SLEEVE PER DTL. 10/C500
2.14" RAISED CONCRETE PLANTER BEDS
3.TURF DOG PARK
4.BARK MULCH INSIDE PLANTER BEDS
5.CAROL MACKIE DAPHNE; SEE PLANT SCHEDULE
6.JACOB CLINE BEE BALM; SEE PLANT SCHEDULE
7.RUDBECKIA GOLDSTRUM ORANGE CONEFLOWER; SEE PLANT SCHEDULE
8.SEM ASH LEAF SPIREA; SEE PLANT SCHEDULE
9.ARIZONA RED SHADES BLANKET FLOWER; SEE PLANT SCHEDULE
10.GOLD DEW TUFTED HAIR GRASS; SEE PLANT SCHEDULE
11.BIRCH LEAF SPIREA; SEE PLANT SCHEDULE
12.PORTLAND CONCRETE TYP.
13.SAW CUTS; DEPTH 1
4", 1
8" WIDTH. SAW CUTS TO FOLLOW GRID PATTERN SHOWN. ENSURE CUTS ARE
STRAIGHT AND UNIFORMLY SPACED.
1
1
2
2
2 2
3
2 2
222
4
4
4
4
4
4
4
56
7
9
8
10
11
1 SHRUB PLANTING
SCALE: NTS
NOTES
1.B&B OR CONTAINERIZED SHRUB (TYP)
2.SET ALL PLANTS AT NURSERY LEVEL (TYP)
3.MIN 2"-3" OF MULCH (PER SPECS)
4.SHRUB BED SOIL PREPARATION DEPTH (SEE SPECS)
5.FINISH GRADE
6.1 DEPTH PER SPECS
7.REMOVE CONTAINER COMPLETELY OR REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL
8.NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC MULCH
9.UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK)
1
2 3
4
5
7
8
9
1
15
LANDSCAPE EDGING
6
1015
1
4
12
12 12131313
10.0'10.0'10.0'10.0'10.0'10.0'10.0'10.0'10.0'10.0'3.
0
'
3.
0
'
3.
0
'
6W
6W
6F
S
6F
S
6F
S
6F
S
6FS
8W
8W
8W
8W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W
B
P
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
CO
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
W
W
W
W
W
W
W
W
W
WWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
6W
6W
6F
S
6F
S
6F
S
6F
S
6FS
8W
8W
8W
8W
8W
8W
8W
8W 8W 8W 8W 8W 8W 8W 8W
B
P
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP BP
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
B
P
B
P
B
P
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
OOOOOO
O
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO
O
O
O
O
O
O
O
O
O
O
O
O
O
O O O O O O
6 12360
SCALE IN FEET
IRRIGATION
PLAN
C201
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
LEGEND
DRIP IRRIGATION
SPRINKLED IRRIGATION
IRRIGATION NOTES
1.SEE SHEET 3/C505 FOR IRRIGATION CONTROLLER DETAILS
2.IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY THE GENERAL
LAYOUT OF IRRIGATION SYSTEM COMPONENTS.
3.IRRIGATION DESIGN AND INSTALLATION TO PROVIDE HEAD TO HEAD COVERAGE, LIMIT OVERSPRAY
ONTO BUILDING, WALKS, ASPHALT, LIGHT POLES, AND FENCING. ALL PLANTER ISLANDS AND
HYDROSEEDED AREAS SHALL BE IRRIGATED.
4.CONTRACTOR SHALL VERIFY AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO CONSTRUCTION AND
REPORT ANY DISCREPANCIES BETWEEN PRESSURES SHOWN IN THE DRAWINGS TO THE ENGINEER.
5.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS ON SITE TO A CONDITION THAT
MEETS OR EXCEEDS PRE-EXISTING CONDITIONS.
6.ALL LINES SHALL SLOPE TO DRAIN; CONTRACTOR SHALL ADD MANUAL DRAINS AT ALL MAIN LINE LOW
POINTS AS NEEDED FOR COMPLETE DRAINAGE AND WINTERIZATION OF SYSTEM. CONTRACTOR SHALL
PROVIDE CITY OF KALISPELL APPROVED BACKFLOW PREVENTER AND ENSURE WINTERIZATION OF
SYSTEM.
7.ALIGN VALVE BOXES PARALLEL WITH EDGE OF PAVEMENT; 12-18" FROM EDGE OF HARDSCAPE.
8.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM
PERFORMANCE AND ADJUST NOZZLES TO ELIMINATE OVERSPRAY ONTO WALKS AND BUILDINGS.
9.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SUFFICIENT ZONING FOR THE PROPOSED
IRRIGATION SYSTEM AND SHALL PROVIDE ADEQUATE COVERAGE USING THE PROVIDED 1" IRRIGATION
SERVICE.
10.ALL LAWN/GRASS AREAS SHALL BE ON SEPARATE ZONES FROM PLANTING BEDS.
11.ALL IRRIGATION COMPONENTS SHALL BE FULLY AUTOMATIC.
12.IRRIGATION SYSTEM SHALL COMPLY WITH MOST RECENT VERSION OF UNIFORM PLUMBING CODE.
13.ALL IRRIGATION SYSTEM ELECTRICAL CONNECTIONS SHALL COMPLY WITH MOST RECENT VERSION OF
NATIONAL ELECTRICAL CODE.
14.LANDSCAPE BEDS: DRIP EMITTERS - MEDIUM DENSITY, ONE OF MORE DRUP EMITTERS PER PLAN WITH
DROP TUBING EITHER ABOVE OR BELOW GRADE. 40% OR LESS FOLIAGE COVERAGE OF THE PLANTED
ARE. PRECIP: 0.45 IN/HR. PSI: 25. GPM: 25.
15.LAWN AREAS: TURF ROTATOR - 5-15' RADIUS, TRIANGULAR SPACED, HEAD TO HEAD COVERAGE. PRECIP:
1.46 IN/HR. PSI: 40. GPM: 36.
IRRIGATION MAINLINE 2"
IRRIGATION DRIP TUBING
IRRIGATION POLY LINE, TO BE DETERMINED
BY CONTRACTOR
DRIP VALVE PER DTL. 5/C505
ZONE CONTROL VALVE
PER DTL. 3/C151
SPRINKLER HEAD
IRRIGATION SLEEVEIR
PVB PRESSURE VACUUM BREAKER
ASSEMBLY
ZONE SCHEDULE
ZONE TYPE AREA (SF)
S-1 SPRINKLERED 1338
D-1 DRIP 1489
D-2 DRIP 916
SAMARITAN HOUSE
VETERANS AFFAIRS
SUPPORTING HOUSING
ARMORY BUILDING
KEY NOTES
1.12'' DRIP IRRIGATION IN MULCH BEDS PER DTL.
2.12'' DRIP TUBE SNAKED INSIDE MULCH BEDS PER DTL. 1/C500 THIS SHEET
3.DRIP IRRIGATION FEEDER LINE 1" POLY LINE
4.MP ROTARY SPRINKLER (90°,180°,360°); PER DTL. 1/C500 THIS SHEET. ANGLES DETERMINED BY
CONTRACTOR.
5.SPRINKLERED LAWN AREA
6.1 14" MAIN POLYLINE
7.DRIP IRRIGATION VALVE D-1
8.DRIP IRRIGATION VALVE D-2
9.MP ROTARY SPRINKLER IRRIGATION VALVE ZONE S-1
10.IRRIGATION VALVE BOX; MUST BE PARALLEL WITH MAINTENANCE BUILDING AND MATCHING
SLOPE.
11.ROTARY SPRINKLER ZONE S-1; SEE ZONE SCHEDULE THIS SHEET
12.DRIP ZONE D-1; SEE ZONE SCHEDULE THIS SHEET
13.DRIP ZONE D-2; SEE ZONE SCHEDULE THIS SHEET
1
1
111
1
1
1 1
2
2
2 2 2
2
2
2
3
3
3
3
3
3
3
3
3
4
4
4 4
10
8
7
6
6 DRIP TUBING
SCALE: NTS
NOTES:
1.PLACE EMITTERS 34 BETWEEN THE TRUNK AND OUTER DRIPLINE
2.EVENLY SPACE EMITTERS AROUND PLANT
3.STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR
TRANSFER, AND AT 6'-0" MAX O.C.
TYPICAL 1
2" DRIP TUBING
TYPICAL COMPRESSION OR BARB FITTING
TRANSFER BARB TEE FOR DOUBLE EMITTER
COMPRESSION OR BARB FITTING
MULTI-OUTLET EMITTER OR TRANSFER
TYPICAL 12" DRIP TUBING STAKE
TYPICAL 14" DISTRIBUTION TUBING, 48" MAX. LENGTH
TYPICAL 1
4" TUBE STAKE WITH EMITTER OR CAP
8 PRO-06-PRS40-CV MP ROTATOR SPRINKLER
SCALE: NTS
FINISH GRADE
MODEL PROS-06-PRS40-CV
WITH 'CV' OPTIONS INSTALLED
SCH 80 NIPPLE
LATERAL TEE OR ELL
LATERAL PIPE
1
2" MARLEX STREET ELLS (3)
9
1
12
12
12 12
121212
2
5
11
1 13
NOTES
1. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT EACH POINT OF CURVATURE AND POINT OF TANGENCY.
2. CONTRACTION JOINTS SHALL BE PLACED AT EVERY 10' OF CURB LENGTH AND SHALL HAVE A MINIMUM DEPTH OF 112" AND A MINIMUM WIDTH OF 1/8".
CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH WILL LEAVE CORNERS ROUNDED AND DESTROY
AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH.
3. EXPOSED EDGES SHALL BE FINISHED TO A RADIUS OF 1/4".
4. CONCRETE SHALL BE M-4500 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4500 PSI, 5% TO 8% AIR ENTRAINMENT, AND MAXIMUM SLUMP
OF 4".
5. INDIVIDUAL CONTRACTORS FORMS MAY VARY SLIGHTLY FROM THIS
PATTERN. PATTERNS DIFFERING MATERIALLY FROM THE ABOVE DIMENSIONS SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
6. FOUR INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE CURB AND GUTTER FOUNDATION. THE BASE MATERIAL SHALL BE
COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99.
SIDEWALK
S=2.00% MAX
BOULEVARD
1. PRE-FORMED 1/2" EXPANSION JOINT MATERIAL MEETING THE REQUIREMENTS OF AASHTO M-213 SHALL BE PLACED AT
45-FOOT INTERVALS AND AT ALL COLD JOINTS.
2. CONTRACTION JOINTS SHALL BE SPACED THE APPROXIMATE SAME DIMENSION AS THE WIDTH, BUT NOT TO EXCEED SIX
FEET. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH WILL LEAVE
THE EDGES ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH. CONTRACTION JOINTS
SHALL BE A MINIMUM OF 14 TIMES THE SIDEWALK THICKNESS.
3. ALL VISIBLE EDGES AND JOINTS SHALL BE ROUNDED WITH AN EDGING TOOL WITH A MINIMUM 1/4" RADIUS.
4. CONCRETE SHALL BE M-4500 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4500 PSI, 5% TO 8% AIR
ENTRAINMENT, AND MAXIMUM SLUMP OF 4".
5. SIX INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE SIDEWALK FOUNDATION. THE
BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99.
6. SIDEWALK MINIMUM THICKNESS:
RESIDENTIAL: 4"
COMMERCIAL OR AT DRIVE APPROACH: 6"
S=2.00% MIN
RO
W
5'9' LOCAL ST.
6' COLLECTOR
1 PAVEMENT SECTION DETAIL
SCALE: NTS
*SEE GEOTECHNICAL REPORT FOR SPECIFIC RECOMMENDATIONS
NOTES:
1.ASPHALTIC CONCRETE PG 58-28 ASPHALT CONCRETE PAVEMENT SURFACE COURSE
PG58-28 SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 02510 MONTANA
PUBLIC WORKS STANDARD SPECIFICATION, SEVENTH EDITION, APRIL 2021. SEE CITY
OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION FOR PAVEMENT AND
MATERIAL TESTING REQUIREMENTS.
2.CRUSHED GRAVEL BASE, -3/4" DIAMETER @95% MAX DRY DENSITY (+- 3% OPTIMUM
MOISTURE) PER AASHTO T-99
3.SUB-BASE @ 95% MAX DRY DENSITY (+- 3% OPTIMUM MOISTURE) PER AASHTO T-99
DOWNSPOUT
NDS DOWNSPOUT ADAPTER
OFFSET, OR APPROVED EQUAL
FINISHED GRADE
(2) 45 DEG.
ELBOWS
6"
M
I
N
TO DAYLIGHT, S=0.6% MIN.
2 STANDARD SIDEWALK SECTION
SCALE: NTS
4 ADA ACCESSIBLE CURB RAMP DETAIL
SCALE: NTS
STANDARD "CATCH" CURB
R=14"
(TOP BACK OF CURB)
6"
2'-0"
6"18"
R=3"
34"
6"
R=
3
"
6"
FLOW LINE
TBC ELEV = EOC
PLUS 514" (0.44')
9"
STANDARD "SPILL" CURB
R=14"
(TOP BACK OF CURB)
6"
2'-0"
6"18"
R=3"
3 4"
6"
R=
3
"
6"
TBC ELEV = EOC
PLUS 634" (0.56')
9"
STANDARD DRIVEWAY LAYDOWN
1"
TOP BACK
OF CURB
2'-0"
9"
FLOW LINE
12" RISE
6"
34"
STANDARD ACCESSIBLE RAMP LAYDOWN
TOP BACK
OF CURB
2'-0"
9"
FLOW LINE
1:12 MAX
EOC EOC
PAVEMENT SECTION - THICKNESS SCHEDULE
STANDARD DUTY
ASPHALT CONCRETE SURFACING 4"
CRUSHED BASE COURSE 6"
SUB BASE 9"
7 ROOF DRAIN CONNECTION WITH BUILDING CLEAN OUT
SCALE: NTS
6 STORMWATER CATCHBASIN
SCALE: NTS
3" MINUS SUB BASE , SEE NOTE 3
ASPHALT PAVEMENT, THICKNESS PER
TABLE AND INSTALLED PER NOTE 1
3/4" MINUS CRUSHED AGGREGATE BASE COURSE.
SEE PAVEMENT SECTION TABLE AND NOTE 2
A A
GENERAL NOTES:
1.RAMP SLOPE SHALL NOT BE STEEPER THAN 12:1.
2.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%.
3.BEGIN RAMP SLOPE AT FLOWLINE OF GUTTER.
5.APPLY BROOM FINISH TO RAMPS; FINE HAIR BROOM ON LONGITUDINAL GRADES <6%,
ROUGH HAIR BROOM ON LONGITUDINAL GRADES >6%.
6.SEE TYPICAL CONCRETE CURB AND SIDEWALK DETAIL FOR CONCRETE SPECIFICATIONS.
7.SEE MPWSS 02529 FOR JOINT REQUIREMENTS.
8.SEE MPWSS FOR TECHNICAL CURB RAMP REQUIREMENTS
KEY NOTES:
1.LANDING
2.RAMP
3.RAMP FLARE
4.1' FLARED TRANSITON
5.LANDSCAPE CURB
5
1
2
1 22
FINISHED GRADE
CROWN TOP OF
CONCRETE
PAINT OSHA YELLOW OR
YELLOW PLASTIC SLEEVE
4" STEEL PIPE FILLED
WITH CONCRETE.
6"
4'
-
0
"
2'
-
6
"
6"
1'-6"
1"
2" WIDE REFLECTIVE TAPE
3"
STRUCTURAL
CONCRETEPLAN VIEW
SECTION VIEW
BUILDING
1.00'
1.00'
PROPOSED BUILDING
BOLLARD
5 TYPICAL BOLLARD
SCALE: NTS
3 TYPICAL CURB DETAIL
SCALE: NTS
24
"
CONCRETE ADJUSTMENT RING,
2" MIN, 12' MAX 2'-5"
CONCRETE CATCH
BASIN
STORM PIPE, SEE
PLAN FOR SIZE
AND SLOPE
NOTES:
1. ALL JOINTS BETWEEN CATCH BASIN, ADJUSTMENT RINGS, CASTING, AND
STORM SEWER PIPE SHALL BE WATER TIGHT.
FLEXIBLE GASKETED
OR BOOTED JOINT,
GROUT INTERIOR
6" OF CRUSHED BASE COURSE
COMPACTED TO 95% PER ASTM D698
EAST JORDAN 1251M GRATE
OR APPROVED EQUAL
S=2.00% MAX
1. CONTRACTION JOINTS SHALL BE SPACED THE APPROXIMATE SAME DIMENSION AS THE WIDTH, BUT NOT TO EXCEED SIX
FEET. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH WILL LEAVE
THE EDGES ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH. CONTRACTION JOINTS
SHALL BE A MINIMUM OF 14 TIMES THE SIDEWALK THICKNESS.
2. ALL VISIBLE EDGES AND JOINTS SHALL BE ROUNDED WITH AN EDGING TOOL WITH A MINIMUM 1/4" RADIUS.
3. CONCRETE SHALL BE M-4500 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4500 PSI, 5% TO 8% AIR
ENTRAINMENT, AND MAXIMUM SLUMP OF 4".
4. SIX INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE SIDEWALK FOUNDATION. THE
BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99.
4'-0"
8 STANDARD VALLEY GUTTER SECTION
SCALE: NTS
S=2.00% MAX
2'-0"2'-0"
6"
6"
DETAILS
C500
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
BEDDING, HAUNCHING &
INITIAL BACKFILL
1.5" TO 3.5 " DIAMETER CRUSHED STONE
TO STABILIZE UNSTABLE FOUNDATION
3" MINUS CRUSHED
SUBBASE
MPWSS SECTION 02234
PARAGRAPH 2.3 & 2.4
6"
4"
SUB-BASE PER PAVEMENT DETAIL
CRUSHED GRAVEL BASE PER PAVEMENT DETAIL
ASPHALT PER PAVEMENT DETAIL
DETECTABLE WARNING TAPE, MIN. 3"
IN WIDTH, APWA COLORS
12
"
-
2
4
"
12 GAUGE HDPE OR HMWPE INSULATED SOLID CORE
COPPER TONING WIRE, TAPE TO TOP OF WATER
MAIN EVERY 5 FT. JOINTS SHALL BE MADE WITH
MOISTURE DISPLACEMENT CONNECTORS
12"
MIN.SLOPING, BENCHING, SHORING OR
SUPPORT SYSTEMS IN THIS AREA
TO CONFORM TO O.S.H.A. REGULATIONS
MINIMUM TRENCH WIDTH PER MPWSS
WATER SYSTEM CONSTRUCTION NOTES:
1.THRUST BLOCKING IS REQUIRED AT ALL TEES, BENDS, CAPS, WATER MAIN VALVES, AND FIRE HYDRANTS IN ACCORDANCE WITH MONTANA PUBLIC
WORKS STANDARD SPECIFICATIONS.
2.WATER MAINS SHALL BE INSTALLED WITH 12 GAUGE SOLID CORE COPPER TONING WIRE WITH HDPE OR HMWPE INSULATION APPROVED BY THE
MANUFACTURER FOR DIRECT BURY. THE TONER WIRE SHALL BE TAPED TO THE TOP OF THE WATER MAIN AT INTERVALS NO MORE THAN 5 FT.
TONER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL FIRE HYDRANT LOCATIONS. TONER WIRE SHALL BE ROUTED UP BEHIND EACH
HYDRANT WITH THE LAST 3 FEET OF THE WIRE BELOW THE SURFACE BEING ENCLOSED IN 1 INCH CONDUIT. TONER WIRE SHALL BE ACCESSIBLE
WITH 3 FT OF EXCESS TO CONNECT WITH TONING EQUIPMENT.
3.ALL IRON FITTINGS AND METAL PARTS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT.
4.CONCRETE COLLARS SHALL BE INSTALLED AT WATER VALVE BOX RISERS AND MANHOLE RING AND CASTINGS. SEE CITY OF KALISPELL
STANDARDS FOR CONSTRUCTION.
5.TEMPORARY WATER SERVICES SHALL BE SUPPLIED DURING CONSTRUCTION WHEN WATER SERVICE WILL BE INTERRUPTED FOR MORE THAN
FOUR (4) HOURS. A TEMPORARY WATER SERVICE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION. ALL TEMPORARY WATER SERVICES SHALL COMPLY WITH MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY DESIGN
CIRCULAR 1.
6.CONTRACTOR SHALL PERFORM HYDROSTATIC LEAK TESTING IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AS
MODIFIED BY CITY SPECIAL PROVISION 02660.
7.ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH MONTANA PUBLIC WORKS
STANDARD SPECIFICATIONS AS MODIFIED BY CITY SPECIAL PROVISION 02660.
8.THE CONTRACTOR SHALL BE RESPONSIBLE TO TAKE ALL BAC-T TESTS UNDER THE SUPERVISION OF CITY STAFF. AFTER SAMPLE COLLECTION
THE CITY SHALL TAKE CUSTODY OF SAMPLES AND DELIVER TO A CERTIFIED ENVIRONMENTAL LAB. ALL TESTING SHALL BE AT THE EXPENSE OF
THE CONTRACTOR.
9.WATER SERVICES SHALL NOT BE INSTALLED LESS THAN 36 INCHES BELOW FINAL GRADE ON PRIVATE PROPERTY, OR AT A MINIMUM OF 6 INCHES
BELOW KNOWN FROST LEVELS, WHICHEVER IS GREATER.
UTILITY EASEMENT
BOULEVARD
10.00'
512' STEEL T-POST
CENTER METER BOX
IN BOULEVARD SIDEWALK
NOTES:
1.3 4" - 2" SERVICES SHALL BE INSTALLED WITH BR2 SERIES SERVICE SADDLES AND PE SERVICE LINE.
2.4" AND LARGER SERVICES SHALL BE INSTALLED WITH A ROMAC SSTIII STAINLESS STEEL TAPPING SLEEVE
AND CLASS 150 PVC SERVICE LINE.
3.MUELLER H-10306 (3
4" or 1" SERVICE) OR MUELLER H-10310 (1 1
4", 1 1
2", OR 2" SERVICES) CAST IRON
EXTENSION TYPE WITH ARCH PATTERN BASE, MINIMUM LENGTH 6 1
2', EQUIPPED WITH A PROPERLY SIZED
STATIONARY ROD AND A PENTAGON BRASS PLUG OR APPROVED EQUAL.
4.MULLER THERMO-COIL METER PITS WITH SIDE LOCKING COMPOSITE LIDS AND INSULATION PADS FOR
SERVICES UP TO 1". MULLER EZ VAULT OR APPROVED EQUAL WITH SIDE LOCKING COMPOSITE LIDS AND
INSULATION PADS FOR SERVICES LARGER THAN 1"
1.00'
4.50'4.50'5'
9'
MUELLER SERIES 300
BALL STYLE CURB STOP VALVE
3
4
2 TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
3 WATER SERVICE CONNECTION
SCALE: NTS
5 TYPICAL MJ GATE VALVE SECTION
SCALE: NTS
6 THRUST BLOCKING FOR WATER MAIN VALVES
SCALE: NTS
7 THRUST BLOCKING FOR WATER MAIN FITTINGS
SCALE: NTS
8 WATER MAIN AND SEWER MAIN SEPARATION
SCALE: NTS
4 WATER MAIN TAPPING SADDLE
SCALE: NTS
NOTES:
1.ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY IN
ACCORDANCE WITH AASHTO T-99
2.ALL TRENCH CONSTRUCTION SHALL CONFORM TO CURRENT OSHA STANDARDS - EXCAVATIONS
3.INSTALL DETECTABLE WARNING TAPE AND TONER WIRE ON ALL WATER MAINS AND SEWER FORCE MAINS
PER CITY STANDARDS.
4.BEDDING, HAUNCHING & INITIAL BACKFILL SHALL BE A CLEAN SAND MEETING USCS CLASSIFICATION
SYSTEM SW, OR A CLASS I MATERIALS AS DEFINED IN ASTM D 2321 WITH A MAXIMUM PARTICLE SIZE OF
3/4" AND MEETING MIGRATION REQUIREMENTS OF THE SAME STANDARD (SECTION X.1.8)
MUELLER SERIES A-2360 RESILIENT WEDGE MJ
GATE VALVE, WITH STANDARD SQ. WRENCH NUT
SEE PLAN FOR SIZE
CONCRETE VALVE COLLAR PER CITY OF
KALISPELL CONSTRUCTION STANDARDS
CAST IRON, 3 PIECE SLIP VALVE BOX,
MARKED WATER
DETECTABLE WARNING TAPE, MIN. 3"
IN WIDTH, APWA COLORS
CONCRETE THRUST
BLOCK PER SCHEDULE
CL 150 WATER MAIN, SEE PLAN FOR SIZE,
SHALL CONFORM TO AWWA C-900
OR AWWA C-905 FOR PIPE > 12" DIA
SET VALVE BOX DEPTH IN ACCORDANCE
TO MPWWS STANDARD DRAWING
5' MAX
TONING WIRE
"A"
2'-0"
2'-6"
3'-0"
3'-5"
4'-4"
5'-5"
6'-5"
STANDARD THRUST BLOCK DIMENSIONS
VALVEROD "A"
2'-0"
2'-0"
2'-3"
2'-3"
3'-0"
3'-8"
4'-4"
SIZE
6" & 8"
10"
12"
14"
16"
18"
24"
SIZE
3/4"
3/4"
3/4"
1"
1 1/8"
1 1/4"
1 3/8"
"C"
2'-0"
2'-0"
2'-0"
2'-4"
2'-11"
3'-0"
"B"
2'-0"
2'-0"
2'-0"
2'-0"
3'-0"
3'-0"
4'-0"4'-0"
ANCHOR
"B"
100 PSI
"C
"
6"
2'-0"
3'-0"
4'-3"
4'-0"
5'-1"
6'-4"
6'-5"
"A"
2'-0"
2'-9"
3'-5"
4'-6"
4'-1"
5'-1"
6'-6"
"C"
2'-0"
2'-0"
2'-8"
3'-0"
3'-0"
3'-0"
4'-0"
"B"
2'-0"
2'-6"
3'-0"
3'-0"
3'-0"
3'-0"
4'-0"
"C"
2'-0"
2'-6"
3'-0"
3'-0"
4'-0"
4'-0"
"A""B"
2'-0"
2'-6"
3'-0"
3'-0"
4'-0"
4'-0"
5'-0"5'-0"
150 PSI
"A"
200 PSI
"C"
2'-0"
3'-0"
3'-0"
4'-0"
4'-0"
4'-0"
2'-0"
"A"
3'-7"
5'-1"
4'-9"
6'-1"
5'-9"
6'-0"7'-8"
"B"
2'-0"
3'-0"
3'-0"
4'-0"
4'-0"
4'-0"
6'-0"
"C"
2'-7"
3'-0"
3'-0"
4'-0"
4'-0"
5'-0"
2'-0"
"B"
3'-0"
3'-0"
4'-0"
4'-0"
5'-0"
6'-0"6'-0"
250 PSI 300 PSI
REBAR ANCHOR
"C
"
NOTE:
1. COAT RODS WITH A BITUMASTIC NO.
50 COATING OR EQUAL.
2. PRESSURES SHOWN ARE MAXIMUM
WORKING PRESSURES IN THE SYSTEM
SIZE
3'-3"
2'-6"
1'-11"
3'-10"
3'-10"
4"
10"
8"
6"
14"
12"
1'-2"
A B
1'-7"
4'-0"
3'-4"
2'-8"
2'-0"
5'-5"
0'-10"
2'-9"
2'-1"
1'-7"
3'-5"
3'-3"
1'-6"
3'-10"
3'-0"
2'-2"
B
4'-11"
4'-8"
4'-0"
4'-8"
3'-2"
2'-5"
1'-9"
A
6'-6"
1'-8"
3'-8"
3'-0"
2'-5"
1'-10"
A
4'-9"
2'-7"
2'-2"
1'-9"
1'-9"
1'-7"
A
3'-5"
B
0'-6"
1'-11"
1'-6"
0'-10"
B
2'-5"
2'-3"
STANDARD DIMENSIONS FOR THRUST BLOCKING
B
TEE
FITTING
TEES & PLUGS
3
BMIN.A
45° BEND & WYES
TEE (Plugged)
90° BEND
UNDISTURBED EARTH
BEND
REDUCER
REDUCERS & 22° BEND
NOTES:
1. THESE TABLES ARE BASED ON 150
PSI MAIN PRESSURE & 2000 PSF SOIL
BEARING PRESSURE.
2. WRAP ALL FITTINGS WITH
POLYETHYLENE.
EXISTING
PIPE
NEW PIPE
10' - 0" MINSEWER
MAIN
NO VERTICAL
REQUIREMENT
WATER
MAIN
NOTE:
SPECIFIC MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY APPROVAL IS REQUIRED FOR A DISTANCE LESS
THAN 10 FEET BETWEEN WATER AND SANITARY SEWER.
NO EXCEPTION TO THE PIPE SEPARATION REQUIREMENT IS PERMITTED WHEN THE SEWAGE PIPE IS A
FORCEMAIN. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH
JOINTS WILL BE AS FAR FROM THE FORCEMAIN AS POSSIBLE.
LESS THAN 18" OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS MADE FROM
ONE SINGLE 20 FOOT LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90°.
SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCES APPROVAL IS REQUIRED FOR A
VERTICAL SEPARATION OF LESS THAN 18" BETWEEN WATER MAIN AND SANITARY SEWER.
"L" IS A LENGTH OF PIPE AS SUPPLIED BY THE MANUFACTURE.
ADEQUATE STRUCTURE SUPPORT FOR PIPES AT CROSSING SHALL BE PROVIDED.
4L
NEW PIPE
EXISTING
PIPE
L/2
1 2
PARALLEL ARRANGEMENT
3
18" MIN.2
CROSSING
5
L 4
L/2
18" MIN.2
3
1
2
3
4
5
ROMAC MODEL SST
TAPPING SLEEVE,
SEE PLAN FOR SIZE
EX. WATER MAIN, SEE
PLAN FOR SIZE AND
MATERIAL
CONCRETE THRUST
BLOCK CONCRETE SUPPORT
BLOCK
PIPE BEDDING TRENCH PER
TYPICAL TRENCH SECTION DETAIL
MUELLER SERIES A-2360 RESILIENT
WEDGE MJ x FL GATE VALVE, WITH STANDARD
SQ. WRENCH NUT, ALL FLANGE BOLTS
SHALL BE COR-BLUE OR COR-TEN,
SEE PLAN FOR SIZE
UNDISTURBED
TRENCH
EXCAVATION
1 WATER SYSTEM CONSTRUCTION NOTES
SCALE: NTS
9 CONCRETE COLLAR
SCALE: NTS
12
"
M
I
N
6"
M
I
N
.
DI
R
E
C
T
I
O
N
O
F
T
R
A
F
F
I
C
ROUND CONCRETE
VALVE COLLAR ALTERNATE
SQUARE CONCRETE
VALVE COLLAR
#4 REBAR CENTER
HORIZ. AND VERT.
VALVE BOX
CONTROL JOINT, TYP
OF 4
PLAN VIEW
#4 REBAR CENTER
HORIZ. AND VERT.
VALVE BOX
3/8"
CONCRETE VALVE
BOX COLLAR
SECTION VIEW
NOTE:
1. ALL VISIBLE EDGES AND JOINTS SHALL BE ROUNDED WITH A 1/4" RADIUS EDGING TOOL.
2. CONCRETE SHALL BE M-4500 WITH 3/4" MAX. AGGREGATE, MIN. 28 DAY STRENGTH OF 4500 PSI, 5% TO 8% AIR
ENTRAINMENT AND MAX SLUMP OF 4".
3. ALL JOINTS SHALL BE SAW CUT.
TYPICAL ROAD SECTION PER
TRENCH DETAIL
18
"
M
I
N
ROUND CONCRETE
MANHOLE COLLAR ALTERNATE
SQUARE CONCRETE
MANHOLE COLLAR
#4 REBAR CENTER
HORIZ. AND VERT.
CONTROL JOINT, TYP
OF 4
MANHOLE RING
AND CASTING
6"
M
I
N
.
TYPICAL ROAD SECTION PER
TRENCH DETAIL
6"
M
I
N
.
6"
M
I
N
.
#4 REBAR CENTER
HORIZ. AND VERT.
3/8"
CONCRETE
MANHOLE
COLLAR18" MIN
12" MIN
DETAILS
C501
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC
SANITARY SEWER MAIN
INSERTA-TEE AS APPROVED
BY PUBLIC WORKS FOR
EXISTING INSTALLATIONS
45° ELBOW
PVC BELL AND SPIGOT PIPE,
MIN. 4", MIN SLOPE 1/4" PER
12"
COMPACTED BACKFILL
NOTES:
1. NO SERVICE
CONNECTIONS SHALL BE
MADE AT MANHOLES.
2 TYPICAL SANITARY SERVICE TO MAIN1SANITARY SEWER BUILDING SERVICE AND CLEAN OUT
SCALE: NTS
CONNECT TO
BUILDING PLUMBING;
COORDINATE
LOCATION WITH
PLUMBING PLANS
PIPE BEDDING
6" ABOVE AND BELOW PIPE
SERVICE
LINE CAP
2.00
2.
0
0
CONCRETE COLLAR
SANITARY SEWER CLEANOUT CASTING
EJ 1566Z FRAME AND CASTING
OR APPROVED EQUAL MARKED " CLEAN OUT"
PLAN
FLOW
SANITARY SEWER; SIZE
AND SLOPE PER PLAN
DETAILS
C502
Scale
drawn by
issue date
revisions
checked by
lsw job number
ANY REPRODUCTION AND/OR MODIFICATION
IN ANY FORM OF THIS DOCUMENT IS
PROHIBITED WITHOUT THE WRITTEN
PERMISSION OF LSW ARCHITECTS, PC
172 Timberwolf Pkwy
Kalispell, MT 59901
406.752.2216
m-m.net
AS INDICATED
LSW Architects, PC
471 Electric Avenue
Bigfork, MT 59911
406.407.6521
LSW-Architects.com
7/
1
7
/
2
0
2
3
3
:
5
0
:
0
4
P
M
11
1
0
2
N
D
S
T
W
.
KA
L
I
S
P
E
L
L
,
M
T
5
9
9
0
1
2022-0073
SA
M
A
R
I
T
A
N
H
O
U
S
E
AD
M
I
N
I
S
T
R
A
T
I
O
N
C
E
N
T
E
R
12/06/2024
LPU
DESIGN DEVELOPMENT
JJC