RIVERSIDE NORTH PUMP HOUSE - SILVERBROOK - 2025-02-12WESTCRAFT HOMES GENERAL NOTES
GOVERNING CODE
INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION
UNIFORM PLUMBING CODE, 2021 EDITION
INTERNATIONAL MECHANICAL CODE, 2021 EDITION
NATIONAL ENERGY CODE, 2020 EDITION
INTERNATIONAL ENERGY CONSERVATION CODE, 2021 EDITION
1. DESIGN LOADS (U.N.O)
A. FLOORS, STAIRS, & EXTERIOR DECKS 40 PSF LIVE + 10 PSF DEAD
B. ROOFS 30 PSF LIVE + 20 PSF DEAD
C. SNOW LOAD 46 PSF
2. CLIMATIC AND GEOGRAPHIC CRITERIA
D. BASIC WIND SPEED (BASED ON 3-SECOND GUST) 115 MPH
E. SEISMIC CATEGORY D-1
F. WEATHERING SEVERE
G. FROST LINE 36” (TO BOTTOM OF FOOTING)
H. WINTER DESIGN TEMP -10 F
I. ICE BARRIER UNDERLAYMENT REQUIRED YES
J. ALLOWABLE SOIL BEARING PRESSURE 1500 PSF
3. DESIGN MAXIMUM ALLOWABLE LIVE LOAD DEFLECTIONS
A. FLOORS L/480
B. ALL OTHER STRUCTURAL MEMBERS L/240
C. EXTERIOR WALLS – WIND LOADS* L/240
*WIND LOADS WERE TAKEN AS 0.7 TIMES COMPONENT AND CLADDING LOADS FOR PURPOSE OF
DETERMINING
DEFLECTION LIMITS.
CONSTRUCTION AND SAFETY
1. VERIFY ALL INFORMATION AND DIMENSIONS CONTAINED WITHIN THESE CONSTRUCTION
DOCUMENTS AND NOTIFY WESTCRAFT HOMES OF ERRORS, OMISSIONS, OR MISSING
INFORMATION.
2. CHANGES FROM THESE DOCUMENTS MAY NOT BE MADE WITHOUT THE APPROVAL OF
STUDIO A HOME DESIGNS.
3. IF INSUFFICIENT INFORMATION EXISTS, CONTACT WESTCRAFT HOMES FOR CLARIFICATION
BEFORE PROCEEDING WITH THE WORK.
4. THESE DRAWINGS ARE NOT TO BE SCALED.
DIVISION 02- SITE
1. PRIOR TO THE START OF CONSTRUCTION CONTACT MONTANA 811 TO LOCATE UNDERGROUND
UTILTIES
2. DESIGN ALLOWABLE SOIL BEARING PRESSURE BELOW FOOTINGS = 1500 PSF
3. FROST DEPTH TO UNDERSIDE OF FOOTING 36” FROM GRADE.
4. SITE WORK SHALL CONSIST OF EXCAVATION AND GRADING AS NEEDED TO PREPARE THE SIDE
FOR CONSTRUCTION, BACK FILL AND FINAL GRADING.
5. AT MIN., FINISHED GRADE SHALL SLOPE 6" IN THE FIRST 10'-0" AWAY FROM THE PERIMETER
FOUNDATION.
6. A MINIMUM OF 6" SHALL BE MAINTAINED BETWEEN THE BOTTOM EDGE OF THE SIDING AND
FINISHED GRADE.
7. UPON COMPLETION OF CONSTRUCTION THE SITE SHALL BE GRADED W/ TOP SOIL, SPRINKLER
SYSTEM INSTALLED, SODDED, AND LANDSCAPED TO MEET HOA REQUIREMENTS.
8. FENCING TO BE INSTALLED TO MEET HOA / SUBDIVISION REQUIREMENTS (AS SPECIFIED).
9. MAINTAIN EROSION CONTROL MEASURES UNTIL LANDSCAPING IS INSTALLED. SEE PLAN.
DIVISION 03 - FOUNDATIONS
1. FOUNDATION ELEVATIONS SHOWN ARE FOR DESIGN / BIDDING PURPOSES AND MAY VARY TO
SUIT SUB-SURFACE SOIL CONDITION. ALL FOOTINGS SHALL BEAR ON LEVEL (W/IN 1 IN 12)
UNDISTURBED SOIL.
2. ALL FOOTINGS SHALL BE CONTINUOUS 10" DEEP AND 20" WIDE (OR AS PER PLAN) REINFORCED W/ 3 -
#4 CONTINUOUS TIED TO WALL W/ #4 BENT @ 24" O.C.
3. STEPPED FOOTINGS SHALL STEP DOWN AT A RATIO OF 2'-0" VERTICAL TO 4'-0" HORIZONTAL, AS
ALLOWED BY SITE CONDITIONS; MINIMUM DEPTH OF FOOTING SHALL BE 36"
4. TIE FOUNDATION WALLS TO FOOTING W/ #4 DOWELS B.W. @16” O.C.
5. FOUNDATION WALLS SHALL BE 8" (OR AS PER PLAN) PLACED CONTINUOUSLY W/OUT COLD JOINTS.
REINFORCE WALLS W/ #4 B.W. 16" O.C. ADJUST TOP OF WALL TO ON SITE CONDITIONS.
6. PROVIDE UNDER SLAB REQUIREMENTS FOR RADON MITIGATION SYSTEM (AS NEEDED).
7. BACKFILL ALONG EXTERIOR FACE OF ALL PERIMETER FOOTINGS AND ALONG EXTERIOR
RETAINING TYPE WALLS SHALL BE A WELL GRADED GRANULAR MATERIAL.
8. PERIMETER FOOTINGS TO BE 4” PERFORATED WEEPING TILE AND FABRIC SOCK COVERED
WITH WASHED GRAVEL, CONNECTEED TO A SUMP PUMP THAT RUNS TO EXTERIOR DISCHARGE
PIPE OR DRYWELL. CRAWL SPACES WILL HAVE FOOTING DRAINS AS NEEDED.
9. BACKFILL TALL FOUNDATION WALLS ONLY AFTER THE FIRST FLOOR FRAMING AND SHEATHING
IS IN PLACE, UNLESS THE WALLS HAVE BEEN CURED FOR AT LEAST 7 DAYS AND ARE BRACED
TO RESIST THE LATERAL EARTH PRESSURE FROM THE BACKFILL.
10. APPLY DAMPPROOFING ON ALL FOUNDATION WALLS AND FOOTINGS BELOW GRADE WITH
DECO PRODUCT; TIES REMOVED AND HOLES TABBED.
11. ALL SLAB AND FOUNDATION WALL PENETRATIONS ARE TO BE SEALED PRIOR TO BACKFILLING.
12. THE NATIONAL ELECTRICAL CODE REQUIRES THAT THE BUILDING ELECTRICAL SYSTEM SHALL
BE GROUNDED TO REINFORCING STEEL IN THE CONCRETE FOOTING. THE WORK ASSOCIATED
W/ THIS REQUIREMENT AND THE METHOD USED SHALL BE COORDINATED BY THE
CONTRACTOR. (N.E.C. 250.50)
DIVISION 04 - CONCRETE
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-99, "SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY SUPPLEMENTAL
REQUIREMENTS BELOW, AND THE RECOMMENDED PRACTICE FOR RESIDENTIAL CONCRETE
CONSTRUCTION ACI 332R-84.
2. MATERIALS:
a. CONCRETE FOR FOOTINGS: f'c = 3,000 PSI
b. CONCRETE FOR FOUNDATION WALLS & RETAINING WALLS: f'c = 3,500 PSI.
c. CONCRETE FOR INTERIOR SLAB ON GRADE: f'c = 3.000 PSI.
d. CONCRETE FOR EXTERIOR FLAT WORK: f'c = 2,500 PSI,
e. CONCRETE FOR DRIVEWAYS: fc = 3000 PSI
f. REINFORCING STEEL: ASTM A615 40 KSI YIELD DEFORMED BARS. U.N.O.
g. ADMIXTURES: ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED IN
REINFORCED CONCRETE OF CONCRETE CONTAINING METALS.
3. INTERIOR CONCRETE SLABS INCLUDING BASEMENTS AND GARAGES TO BE 4" THICK W/ 10 MIL
VAPOR BARRIER, OVER MIN. 6" CRUSHED GRANULAR COMPACTED BASE.
a. SAW CUT EXPANSION JOINTS 15’-0” O.C. BOTH DIRECTIONS. SMOOTH FINISH.
4. EXTERIOR DRIVEWAY AND APRON TO BE 6” MINIMUM THICKNESS REINFORCED WITH
SCHEDULE 40- #4 REBAR 24” O.C. BOTH WAYS, OVER 12” CRUSHED GRAVEL, WITH A BROOM
FINISH.
5. EXTERIOR FLATWORK TO INCLUDE SIDEWALKS AND PATIOS TO BE 4” MINIMUM THICKNESS
WITH A BROOM FINISH OVER COMPACTED FILL.
6. IF CONCRETE ARRIVES AT THE SITE W/ A SLUMP BELOW THE SPECIFIED SLUMP AND IS
UNSUITABLE FOR PLACING AT THAT SLUMP. THE SLUMP MAY BE ADJUSTED ONCE ONLY BY
ADDING WATER UP TO THE AMOUNT ALLOWED IN THE ACCEPTED MIXTURE PROPORTIONS.
ADDITION OF WATER SHALL BE IN ACCORDANCE W/ ASTM C94.
7. WHEN THE AIR TEMPERATURE IS LESS THAN 40° F, THE TEMPERATURE OF THE CONCRETE
SHALL BE MAINTAINED BETWEEN 50° AND 70° F FOR 7 DAYS.
8. DURING HOT WEATHER, WHEN NECESSARY, PROVIDE FOR PROTECTIVE MEASURES IN
ADVANCE OF PLACEMENT.
9. AT CORNERS OR INTERSECTIONS OF WALLS AND GRADE BEAMS, PROVIDE BENT BARS OF
EQUAL SIZE AND AT SAME SPACING AS TYPICAL REINFORCING AROUND CORNER AND/OR
ABUTTING WALL OR GRADE BEAM. BARS SHALL HAVE EMBEDMENT OF 18" MIN.
10. LAP SPLICE REINFORCING BARS AS FOLLOWS. #4 - 30", #5 - 40"
11. ALL CAST-IN-PLACE WALLS SHALL BE PLACED CONTINUOUSLY W/ NO COLD JOINTS AND
VIBRATED ADEQUATELY TO PREVENT AIR POCKETS. WHERE VERTICAL JOINT REQUIRED, CAST
WALL FULL HEIGHT AND EXTEND HORIZONTAL REBAR 2'-0" BEYOND JOINT. WATERPROOF
EXTERIOR FACE OF JOINT.
12. BEAM POCKETS IN CONCRETE WALLS SHALL HAVE A HEIGHT 2" DEEPER THAN BEAM, BE 1"
WIDER THAN THE BEAM WIDTH, AND PROVIDE A MIN. 4" BEAM BEARING LENGTH. SOLID GROUT
OR SOLID STEEL SHIMS SHALL BE PLACED BELOW BEAM BEARINGS.
13. AT SILL PLATES, PROVIDE 1/2" DIAMETER HOT DIPPED GALVANIZED A307 ANCHOR BOLTS @ 32"
O.C. MAX. AND W/IN 12" OF CORNERS, U.N.O. ON DRAWINGS. EMBED ANCHOR BOLTS 7" IN CAST
CONCRETE WALLS.
14. PROVIDE (2) #5 BARS 2" ABOVE ALL CONCRETE OPENINGS LESS THAN 5' WIDE. EXTEND BARS
2'-0" BEYOND EDGES OF OPENINGS.
DIVISION 05 - MASONRY
1. ALL ABOVE GROUND MASONRY SHALL CONFORM TO ACI 530 / ASCE 5/TMS 402 THE MSJC CODE
AND SPECIFICATIONS.
2. PROVIDE CULTURED OR THIN CUT STONE AS SHOWN ON THE ELEVATIONS. STONE TO BE
SELECTED BY HOME OWNER AND INSTALLED PER MANUFACTURER RECOMENDATIONS.
DIVISION 06 – WOODS & PLASTICS
1. FRAMING LUMBER (PROVIDE THAT WHICH IS LISTED OR EQUAL):
A. 2 x 8 AND LARGER: NO. 2 GRADE OR BETTER FIR LARCH KILN DRIED.
B. 2 x 4 AND 2 x 6: STUD GRADE OR BETTER HEM FIR KILN DRIED.
C. 4 x 4 AND 6 x 6: NO. 2 GRADE OR BETTER PRESSURE TREATED HEM FIR.
D. PRESSURE TREATED LUMBER: NO. 2 GRADE OR BETTER HEM FIR WITH ACQ (ALKALINE
COPPER QUAT), CBA-A, CA-C, CA-B (COPPER AZOLE), OR BORATE PRESSURE TREATED
LUMBER (SILL PLATES ONLY): PRESSURE TREAT TO AWPA USE CATEGORY UC2 FOR SILL
PLATES; UC3B FOR ABOVE GROUND EXTERIOR DECKING, STAIRS, RAILINGS, ETC.; AND
UC4A FOR GROUND CONTACT.
3. SHEATHING & SUBFLOORING
A. FLOOR SHEATHING: 23/32” EDGE GOLD SPAN RATING 48/24 TONGUE & GROOVE
SUBFLOOR. ALL SUBFLOORING SHALL BE GLUED AND RING SHANK NAILED.
B. OSB MAY NOT BE USED BELOW THIN SET TILE FLOORS. PLYWOOD TO BE NAILED AND
GLUED.
C. ROOF SHEATHING: 15/32” OSB APA SPAN RATING 40/20 ROOF SHEATHING EXPOSURE 1.
WALL SHEATHING: 7/16” APA SPAN RATING 24/16 WALL SHEATHING EXPOSURE 1.
D. DECK BOARDS: 5/4” X 6” COMPOSITE DECKING PRE-COLORED- TREX WITH HIDDEN
FASTENERS. CONNECTIONS: ALL SHEATHING SHALL BE NAILED TO WOOD FRAMING WITH
8d NAILS AT 6" ON CENTER AT PANEL EDGES, 12" ON CENTER AT INTERMEDIATE
SUPPORTS UNLESS NOTED OTHERWISE.
E. ADHESIVE FOR SUBFLOORING: SHALL CONFORM TO PERFORMANCE SPECIFICATION
AFG-01 DEVELOPED BY APA.
4. MANUFACTURED WOOD I JOISTS: DEPTH AS SHOWN ON DRAWINGS.
A. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
B. SHOP DRAWINGS ARE REQUIRED AND SHALL BEAR THE DESIGNER’S ENGINEERING SEAL
FROM THE STATE THE PROJECT OCCURS. SHOP DRAWINGS SHALL SHOW ALL DESIGN
AND FABRICATION DATA, TEMPORARY AND PERMANENT BRACING REQUIREMENTS,
HANDLING AND ERECTION INSTRUCTIONS, AND ALL FIELD-CONNECTION REQUIREMENTS.
I-JOISTS SHALL NOT BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVED BY
ARCHITECT/ENGINEER.
C. SUPPLIER SHALL INDICATE ALL AREAS REQUIRING SQUASH BLOCKS OR OTHER TYPES OF
BLOCKING. CONTRACTOR SHALL INSTALL BLOCKING WHERE INDICATED ON THE
DRAWINGS, WHERE INDICATED BY THE SUPPLIER, AND BELOW ALL POINT LOADS.
5. WOOD TRUSSES
A. ALL WORK TO CONFORM TO THE "NATIONAL DESIGN STANDARD FOR METAL PLATE
CONNECTED WOOD TRUSS CONSTRUCTION" (ANSI/TPI 1-2002) BY THE TRUSS PLATE
INSTITUTE, INC.
B. UNLESS NOTED OTHERWISE, ALL TRUSSES SHALL BE DESIGNED FOR THE LOADS AS
SHOWN IN THE DESIGN LOAD SECTION OF THESE NOTES.
C. SHOP DRAWINGS ARE REQUIRED AND SHALL BEAR THE DESIGNERS ENGINEERING SEAL
FROM THE STATE THE PROJECT OCCURS. PER IRC 802.10, SHOP DRAWINGS SHALL
INCLUDE ALL DESIGN AND FABRICATION DATA, TEMPORARY AND PERMENANT BRACING
REQUIREMENTS (CLEARLY SHOWING PERMANENT BRACING REQUIREMENTS FOR WEB
COMPRESSION AND BOTTOM CHORD MEMBERS), HANDLING AND ERECTION
INSTRUCTIONS, ALL FIELD-CONNECTION REQUIREMENTS, AND AN ERECTION PLAN
LOCATING ALL TRUSSES.
D. FABRICATOR SHALL DESIGN ALL TRUSS TO TRUSS AND/OR TRUSS TO BEAM
CONNECTIONS AND SHALL SPECIFY THE PROPER SIZED HANGER ON THE SHOP
DRAWINGS.
E. WOOD TRUSSES SHALL NOT BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVAED
BY STUDIO A HOME DESIGNS.
6. GLULAMS
A. ALL GLULAM STRUCTURAL MEMBERS SHALL BE CERTIFIED WITH THE APA TRADEMARK
AND MEET ANSI STANDARD A190.1 STANDARD FOR GLULAMINCATED TIMBER.
7. STAIRS
A. INTERIOR STAIRS TO BE SITE BUILT WITH 3 LSL CUT STRINGERS, ¾” RISERS AND 1” OSB
TREADS, GLUED AND NAILED
B. GARAGE STAIRS TO BE TREATED STRINGERS, OSB RISERS AND 1” OSB TREADS. INSTALL
RAIL AS REQUIRED BY CODE.
8. FASTENERS:
A. BOLTS: ANCHOR BOLTS FOR PRESSURE TREATED LUMBER SILLS (W/ THE EXCEPTION OF
BORATE TREATED): STAINLESS STEEL TYPE 304 OR 316 -OR- HOT DIP GALVANIZED PER
ASTM A123: ASTM A36, ASTM A307, OR ASTM F1554 GRADE 36. OTHER BOLTS: ASTM
A307. PROVIDE STANDARD CUT WASHER BETWEEN BOTH HEAD AND NUT TO WOOD
CONNECTION.
B. NAILS (CONTRACTOR SHALL CONFIRM NAIL SIZES INDICATED ON DRAWINGS AND NOTES
MEET THE FOLLOWING DIAMETER AND LENGTH REQUIREMENTS):
8d = 0.131” DIA, 2 ½” LG.
10d = 0.148” DIA, 3” LG.
16d = 0.162” DIA, 3 ½” LG.
C. WOOD SCREWS:
#8= 0.164” DIA.
#10= 0.19” DIA.
#12= 0.216” DIA.
D. LAG SCREWS: PROVIDE STANDARD WASHER BETWEEN HEAD TO WOOD CONNECTION.
PREBORE HOLES PRIOR TO INSTALLATION.
D. CONNECTIONS SHALL BE MADE PER TABLE 602.3a(1), "FASTENING SCHEDULE FOR
STRUCTURAL MEMBERS", IN REFERENCED BUILDING CODE.
E. AT BOLTED 2x LEDGERS, PROVIDE NO LESS THAN 2” CLR. FROM CENTER OF BOLT TO TOP AND
BOTTOM OF LEDGER.
F. ALL CONNECTION HARDWARE SPECIFIED ON THE STRUCTURAL DRAWINGS AS
MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY SHALL BE FASTENED AS SPECIFIED
IN THE SIMPSON PRODUCT AND INSTRUCTION MANUAL.
G. FOR WOOD ROOF RAFTERS AND TRUSSES, INSTALL SIMPSON STRONG DRIVE SDWC TRUSS
SCREW AT EACH MEMBER AT EACH BEARING LOCATION IN ADDITION TO THE TYPICAL NAILING
REQUIREMENT IN THE “FASTENING SCHEDULE”.
H. BRIDGING IN ALL FLOOR AND CEILING JOISTS, INCLUDING MANUFACTURED WOOD I-JOISTS,
SHALL BE 2" X 4" CROSS BRIDGING (DOUBLE NAILED) AT 8'-0" O.C. MAXIMUM. STEEL CROSS
BRIDGING IS AN ACCEPTABLE ALTERNATE.
I. PROVIDE A STUD AT ALL TOP PLATE SPLICE LOCATIONS.
J. PROVIDE DOUBLE JOISTS IN FLOOR CONSTRUCTION BELOW ALL INTERIOR PARTITIONS THAT
RUN PARALLEL WITH THE JOISTS (SPREAD JOISTS AS NECESSARY TO ACCOMMODATE
PLUMBING).
K. FOR BUILT UP FREE STANDING COLUMNS, USE THE FOLLOWING NAILING PATTERNS: (2) 2X4-
10d NAILS AT 6” O.C. STAGGERED FRONT TO BACK, SET NAILS 1” FROM EDGE; (3) 2X4-30d NAILS
AT 8” O.C. STAGGERED FRONT TO BACK, SET NAILS 1 ½” FROM EDGE; (3) 2X6- (2) ROWS OF 30d
NAILS AT 8” O.C. STAGGERED SIDE TO SIDE AND FRONT TO BACK, SET NAILS 1 ½” FROM EDGE.
L. NOTCHES IN EXTERIOR WALL OR INTERIOR BEARING WALL STUDS ARE NOT TO EXCEED ONE
FOURTH OF THE STUD WIDTH, AND NO HOLES ARE TO BE BORED GREATER THAN 40% OF THE
STUD WIDTH OR WITHIN 5/8” OF STUD EDGE.
M. WHERE CONCENTRATED LOADS FROM BEAMS, GIRDER TRUSSES, ETC. BEAR ON STUD WALLS,
PROVIDE THE NUMBER OF STUDS NECESSARY TO SUPPORT THE FULL WIDTH OF THE BEARING
MEMBER, UNLESS NOTED OTHERWISE. THE REQUIRED NUMBER OF SUPPORTING STUDS
SHALL CONTINUE FOR THE FULL HEIGHT OF WALL BELOW THE CONCENTRATED LOAD, WITH
CONTINUOUS BLOCKING THRU FLOOR FRAMING AT EACH FLOOR LEVEL, DOWN TO SOLID
BEARING ON FOUNDATION WALL SILL PLATE OR INTERIOR STEEL OR WOOD BEAM.
N. MINIMUM BEARING STUD & FULL HEIGHT STUD REQUIREMENTS FOR SUPPORT OF HEADERS IN
EXTERIOR WALLS AND INTERIOR BEARING WALLS:
A. HEADER SPAN 6’-0” OR LESS: MINIMUM (1) 2x BEARING STUD NAILED TO (1) FULL HEIGHT
STUD WITH 10d NAILS AT 24” O.C.
B. HEADER SPAN GREATER THAN 6’-0”: MINIMUM (2) 2x BEARING STUDS NAILED TO (1)
FULL HEIGHT STUD WITH 10d NAILS AT 24” O.C., UNLESS OTHERWISE.
18. MULTIPLE HEADERS AND BEAMS W/ DEPTH LESS THAN 14” SHALL BE FASTENED TOGETHER W/
A MIN. OF (3) ROWS OF 10d COMMON NAILS AT 12" O.C., STAGGERED ON OPPOSITE SIDES. FOR
DEPTHS EQUAL TO OR GREATER THAN 14”, FASTEN TOGETHER WITH (4) ROWS OF 10d NAILS AT
12”O.C. FOR FOUR OR MORE PLY BEAMS, THRU-BOLT WITH 1/2" DIAMETER BOLTS AT 12" O.C.
STAGGERED TOP AND BOTTOM. ALL SIDE LOADED BEAMS SHALL BE THRU-BOLTED.
19. ALL NAILS AND FASTENERS WITH EXTERIOR EXPOSURE OR IN CONTACT WITH TREATED
LUMBER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. DO NOT MIX GALVANIZED
AND STAINLESS STEEL PRODUCTS.
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
1. ATTIC AREA TO BE INSULATED WITH BLOWN CELLULOSE AT A MINIMUM R-VALUE OF R-49.
2. VAULTED CEILINGS OVER 5/12 PITCH TO BE INSULATED WITH R-30 BATTS WITH PROPER VENTS.
3. GARAGE CEILINGS TO BE INSULATED WITH R-38 BATTS.
4. AT INTERSECTION OF FLOOR JOIST AND EXTERIOR WALL, HARD TO REACH VOIDS AND WALL
PENETRATIONS INSTALL EXPANDING FOAM.
5. EXTERIO WALLS TO RECEIVE R21 BATTS BETWEEN THE STUDS WITH POLY VAPOR BARRIER.
6. INTERIOR WALLS TO RECEIVE R-13 BATS. AROUND BATHROOM, LAUNDRY, AND BEDROOM
WALLS.
7. AIR SEAL EXTERIOR WALLS & PENETRATIONS UTILIZING CAULK, EXPANDING FOAM, WEATHER
STRIPPING, AND GASKETS AS NEEDED.
8. PROVIDE CONTINUOUS FOAM SILL GASKET BELOW SILL PLATES AND AT ALL CONCRETE TO
WOOD CONNECTIONS.
9. PROVIDE TYVEK HOUSE WRAP W/ JOINTS TAPED ON EXTERIOR WALLS AND 15# FELT ON
ROOFS. PROVIDE SNOW AND ICE SHIELD REQUIRED.
10. AT FINISHED / UNFINISHED BASEMENT AREAS FIR OUT WALLS WITH 2X4 16” O.C. AND INSTALL 3
½” R-19 BATS. BETWEEN STUDS.
11. PROVIDE 5” ALUMINU RAIN GUTTERS WITH DOWNSPOUTS.
DIVISION 08 – DOORS AND WINDOWS
1. FRONT ENTRY DOOR TO BE THERMA TRU CCA210 CRAFTSMAN STYLE DOR OR EQUAL. 1 ¾”
THICK X 3’-0” WIDE X 6’-8” HIGH WITH SECURITY STRIKER PLATE.
2. AT GARAGE TO HOUSE ENTRY 1 HR FIRE RATED DOOR, MINIMUM 2’-8” X 6’-8” HIGH DOOR WITH
SPRING HINGES AND SECURITY STRIKER PLATE.
3. EXTERIOR FRENCH DOOR TO BE THERMA TRU OR EQUAL STEEL INSULATED 1 ¾” X 2’-8” X 6’-8”
WITH 4MM TEMPERED GLASS, DOUBLE BORE, WITH SECURITY STRIKER PLATE. FACTORY
PRIMED IF PAINTED.
4. WINDOWS TO BE MILL GUARD; VINYL FRAME WITH DOUBL PAIN, LOW E, ARGON FILLED WITH
MINIMUM U FACTOR OF 0.32. TAN OR WHITE SELECTED BY OWNER. SEE WINDOW SCHEDULE.
5. OVER HEAD GARAGE DOORS TO BE WAYNE DALTON MODEL 9600 OR EQUAL WITH 1/2HP LIFT
MASTER OPENER WITH 2 TRANSMITTERS AND 1 KEYLESS ENTRY.
DIVISION 09 - EXTERIOR FINISHES
1. INSTALL LP SMARTSIDE AS SHOWN ON THE ELEVATIONS PER MANUFACTURER GUIDANCE AND
DIRECTIONS. SEE ELEVATIONS
2. EXTERIOR PAINTING. PROVIDE SW SUPER PAINT IN A SATIN FINISH.
DIVISION 09 - INTERIOR FINISHES
1. INTERIOR WALLS: ½” GYP BD Q/ SKIP TROWEL FINISH, SCREWED. CEILINGS TO BE 5/8 GPBD
WITH A SKIP TROWEL FINISH. SURFACES IN GARAGE THAT ARE ADJACENT TO CONDITIONED
LIVING SPACES TO BE 5/8” TYPE ‘X’ GYP BD. USE A NON-PAPERFACED BACKER BOARD IN ALL
WET AREAS OF HOUSE.
2. WALLS AND CEILINGS TO RECEIVE (1) COAT OF PRIMER & (2) COATS OF PAINT W/ EGG SHELL
FINISH. COLOR SELECTED BY OWNER: SW BUILDER SOLUTION PAINT.
3. INTERIOR TRIM: TO RECEIVE (2) COATS BRIGHT WHITE LATEX PAINT W/ SEMI-GLOSS FINISH. SW
PRO CLASSICS PAINT.
4. INTERIOR TRIM TO BE MDF 5/4 X 6 BASE, 5/4 X 6 HEADER AND 5/4 X 4 CASING.
5. INTERIOR DOORS REINFORCED HOLLOW CORE: SEE DOOR SCHEDULE.
6. PROVIDE ALLOWANCE FOR THERMADOR APPLIANCES OR EQUAL.
DIVISION 15 - MECHANICAL & ELECTRICAL SYSTEMS:
1. ELECTRICAL SYSTEM TO BE INSTALLED IN ACCORDANCE WITH THE ICC ELECTRICAL CODE AND
THE NATIONAL ELECTRICAL CODE PUBLISHED BY THE NFPA. ALL WORK TO BE COMPLETED BY
LICENSED PERSONNEL. 200 AMP SERVICE. ALL FIXTURES SHALL BE UL RATED. ALL WIRE TO
BE SOLID COPPER.
2. THE NATIONAL ELECTRICAL CODE REQUIRES THAT THE BUILDING ELECTRICAL SYSTEM SHALL
BE GROUNDED TO REINFORCING STEEL IN THE CONCRETE FOOTING. THE WORK ASSOCIATED
W/ THIS REQUIREMENT AND THE METHOD USED SHALL BE COORDINATED BY THE
CONTRACTOR. (N.E.C. 250.50)
3. PROVIDE ROCKER TYPE SWITCHES W/ DIMMER, 3-WAY AND 4-WAY, AS SHOWN, WHITE, U.N.O.
SWITCHES TO BE INSTALLED AT 42" ABOVE FINISHED FLOOR, PER CODE.
4. PROVIDE OUTLETS, WHITE U.N.O. OUTLETS TO BE INSTALLED 12" ABOVE FINISHED FLOOR,
PER CODE. PROVIDE GFCI OUTLETS WHEN REQUIRED BY CODE.
5. PROVIDE CARBON MONOXIDE DETECTORS PER CODE.
6. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS, IN HALLWAYS OUTSIDE OF BEDROOMS, AND
IN ALL MAJOR LIVING AREAS. SMOKE DETECTORS TO BE INTERCONNECTED PER IRC SECTION
313.
7. PROVIDE A FORCED AIR NATURAL GAS HEATING AND COOLING SYSTEM WITH FORCED AIR
DELIVERY. HEAT/ COOL TO MAINTAIN 70 DEGREES INSIDE AT 0 DEGRESS OUTSIDE.
8. VENT CLOTHES DRYERS, COOKING EQUIPMENT, AND BATHROOM FANS TO OUTSIDE.
9. PROVIDE HUMIDISTAT IN CONDITIONED CRAWL SPACES.
10. INSTALL WHOLE HOUSE FAN PER CODE.
DIVISION 15 - PLUMBING
1. ALL PLUMBING TO BE COPPER PIPE OR PEX INFEED WITH ABS PLASTIC WASTE AND VENT
PIPES. INSTALL PER CODE BY LICENSED PERSONNEL.
2. H/W PIPES MAY NOT EXCEED 1/2" DIA.
3. INSTALL HOSE BIBS AS SHOWN ON DRAWINGS; 2 TOTAL.
4. PROVIDE A HIGH EFFICIENCY ELECTRIC TANKLESS WATER HEATER.
5. INSTALL SUMP PUMPS AND LIFT STATIONS AS NEEDED.
EXTERIOR FINISHES
ALUM. GUTTERS & 6" FASCIA
(Colour match on site)
BLACK WINDOWS W/ CROSS GRILLS TYP.
4" TRIM SIDES & BOTTOM, 6" TOP TYP.
(Black Fox SW 7020 )
LP ACCENT SIDING
(Porpoise SW 7047)
6" TRIM
(Black Fox SW 7020 )
DECORATIVE WOOD BRACKETS
(SW Charwood Stain)
LP LAP SIDING
(Attitude Gray SW 7060)
EXT. DOORS W/ LITE TYP.
(Black Fox SW 7020)
NOTE: BLACK DOOR HARDWARE &
EXT. LIGHTING DRAWN BY:
CONTACT:BROCK FULKERTH
DATE:
SCALE:
PAGE:
SILVERBROOK
1/4"=1'-0"
FEB. 12TH, 2024
CLIENT NAME:
ADDRESS:
WESTCRAFT HOMES
315 PARKWAY DRIVE
KALISPELL, MONTANA, USA
59901
PHONE: 1-(406)-257-8249
FAX: 1-(406)-257-8231
MODEL:
BROCK FULKERTH
SPEC
These drawings are COPYRIGHTED
by Westcraft Homes
All rights reserved, including
reproduction in any form.
No copies allowed without permission IN
WRITING from Westcraft Homes
-Infringement upon this Copyright is
subject to legal prosecution.
C
REVISON #: 1
TOTAL SQ/FT:
130 SQ.FT.
A0 -GENERAL NOTES & 3D RENDERING
A1 -PUMP HOUSE PLANS
PUMP HOUSE SQ.FT: 130 SQ.FT.
EXT. SLAB SQ.FT: 30 SQ.FT.
LOT:
RIVERSIDE NORTH
PUMP HOUSE
TABLE OF CONTENTS
A0 -GENERAL NOTES & 3D RENDERING
A1 -PUMP HOUSE PLANS
A0
INTERIOR SLAB ABOVE
6" CONC. SLAB FLOOR
10 MIL VAPOR BARRIER
OVER 1/2" CHIPS
10' - 0"
13
'
-
0
"
FOUNDATION PLAN
3' - 0"6' - 0"1' - 0"
5'
-
0
"
13
'
-
0
"
8" FOUNDATION WALLS ON
20" WIDE X 10" THK FOOTINGS
FOOTINGS TO BE BELOW FROST LINE -
WITH 8" WIDE STEM WALL UNDER FLOOR
EXTERIOR CONC.
SLAB ABOVE
6" CONC. SLAB ON
GRADE SLOPE AWAY
FROM WALL 1/8" PER
24" RUN
18
'
-
0
"
F1
8
A1
10' - 0"
B.O. FTG.
10
"
6" 8" 6"
1/4" CHAMFER
3'
-
0
"
M
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M
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F
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THICKEN TO 8" OVER WALL
#4 BAR, 2'-0" O.C.2'-0"
2'-0"
8" CONC. FNDN. WALL
REINFORCE WITH SCH 40-#4
18" O.C. VERT. AND HORIZ.
2-#4 CONTIN.
#4 2'-0" @ 4'-0" O.C.
FOOTING DRAINS
AROUND PERIMETER
WITH GRAVEL AND
FILTER FABRIC
AS NEEDED
10"
6" CONCRETE SLAB REINFORCED
WITH #4 REBAR GRID 24" O.C.
OVER 10 MIL VAPOR BARRIER,
OVER 6" GRAVEL BASE
SAW CUT EXPANSION JOINTS AT
15'-0" O.C. MAX.
2X6 FRAMED WALL 16" O.C.
FOUNDATION DETAILF1
1'
-
6
"
2'
-
6
"
13
'
-
0
"
2-
2
/
6
X
6
/
8
E
X
T
.
W
/
L
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E
(O
B
S
C
U
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G
L
A
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)
3' - 0"6' - 0"1' - 0"
10' - 0"
PUMP
HOUSE
CONC. SLAB
3/0X6/8 EXT. W/ LITE
(OBSCURE GLASS)
FLOOR PLAN
18
X
3
6
P
(O
P
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C
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)
6'
8
"
H
E
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.
10' - 0"
13
'
-
0
"
5'
-
0
"
18
'
-
0
"
8
A1
5' - 6"3' - 0"1' - 6"
1'
-
6
"
5'
-
0
"
2'
-
6
"
CONC.
FLOOR
SEE LIFT STATION
PLANS FOR LIFT
STATION LOCATION/
DETAILS & SITE
INFORMATION
RIGHT ELEVATION
DECORATIVE STAINED
WOOD BRACKETS
ALUM. GUTTERS
& FASCIA
6" FASCIA
4" TRIM SIDES & BOTTOM, 6" TOP TYP.
30 YR. ASPHALT SHINGLES
4" CORNER TRIM TYP.
1' - 0"
1' - 0"
2' - 0"
6
12
2"
EXT. WALL MOUNTED LIGHT
FRONT ELEVATION
1' - 0"
1' - 2"10' - 8"1' - 2"1' - 0"
ALUM. GUTTERS & 6" FASCIA
WINDOWS W/ CROSS GRILLS TYP.
13
'
-
1
0
"
O
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T
6
12
4" TRIM SIDES & BOTTOM, 6" TOP TYP.
LP ACCENT SIDING
6" TRIM
DECORATIVE WOOD BRACKETS
6
12
4" CORNER TRIM TYP.
LP LAP SIDING
LEFT ELEVATION
6
12
ALUM. GUTTERS
& FASCIA
6" FASCIA
30 YR. ASPHALT SHINGLES
4" CORNER TRIM TYP.
1' - 0"
1' - 0"
2' - 0"
DECORATIVE STAINED
WOOD BRACKETS
REAR ELEVATION
6
12
6
12
ALUM. GUTTERS
& FASCIA
6" FASCIA
LP ACCENT SIDING
6" TRIM
4" CORNER TRIM TYP.
1' - 0"1' - 0"
SECTION A
9'
-
1
1
/
8
"
6"
1'
-
0
"
H
.
H
.
1' - 0"1' - 0"
13
'
-
1
0
"
O
V
E
R
A
L
L
H
E
I
G
H
T
6
12
6
12
6'
-
8
"
3'
-
0
"
3'
-
8
"
2"
SEE LIFT STATION
PLANS FOR LIFT
STATION LOCATION/
DETAILS & SITE
INFORMATION
ALUM. GUTTERS & FASCIA
6/12 PITCH AS SHOWN
6/12
6/126/12
1'
-
0
"
13
'
-
0
"
1'
-
0
"
1' - 0"10' - 0"1' - 0"
1'
-
2
"
10
'
-
8
"
1'
-
2
"
ROOF PLAN
DRAWN BY:
CONTACT:BROCK FULKERTH
DATE:
SCALE:
PAGE:
SILVERBROOK
1/4"=1'-0"
FEB. 12TH, 2024
CLIENT NAME:
ADDRESS:
WESTCRAFT HOMES
315 PARKWAY DRIVE
KALISPELL, MONTANA, USA
59901
PHONE: 1-(406)-257-8249
FAX: 1-(406)-257-8231
MODEL:
BROCK FULKERTH
SPEC
These drawings are COPYRIGHTED
by Westcraft Homes
All rights reserved, including
reproduction in any form.
No copies allowed without permission IN
WRITING from Westcraft Homes
-Infringement upon this Copyright is
subject to legal prosecution.
C
REVISON #: 1
TOTAL SQ/FT:
130 SQ.FT.
A0 -GENERAL NOTES & 3D RENDERING
A1 -PUMP HOUSE PLANS
PUMP HOUSE SQ.FT: 130 SQ.FT.
EXT. SLAB SQ.FT: 30 SQ.FT.
LOT:
RIVERSIDE NORTH
PUMP HOUSE
A1
129'
S
m
G-R PUMP LIFT STATION
SEE DETAIL SHEET C202
6' HIGH FENCE
SEE ELECTRICAL
PLANS FOR
CONNECTION
3' WIDE GATE
MANDOOR
FINISHED GRADE
CONCRETE WET WELL
RIM ELEV = 3006.5
6" CONCRETE PAD
SEE STRUCTURAL PLANS
FF ELEV = 3006.5
13
.
0
'
32.0'
32
.
0
'
10.0'
2.
2
'
3.0
'
3.5'
6.0'
LIGHTING WILL
BE PROVIDED
ON BUILDING
EXTEND 4" DI PIPE TO 5
FEET BEYOND FENCE LINE
12.7 FT OF 8" DIAMETER CLASS 50 CLDI PIPE AT
1.0% FROM MANHOLE TO 6" INTO WET WELL
WITH ROMAC MACRO COUPLING OR
APPROVED EQUAL
6' HIGH CHAINLINK LOCKABLE
ENTRANCE 12' WIDE
3006
3
0
0
5
30
0
4
30
0
3
30
0
6
MAINTENANCE ROAD,
SEE DETAIL SHEET
C314 OF THE
RIVERSIDE NORTH -
PHASE 1 PLANS
4" HDPE SEWER FORCE
MAIN, SEE PLANS
20' BUILDING
SETBACK
10' BUILDING
SETBACK
4" 90 DEG DI ELBOW
NEW 4" SEWER
FORCE MAIN TO BE
INSTALLED INSIDE
EXISTING 8" PIPE
8" THICK 138" X 65" CONCRETE
GENERATOR PAD WITH 6" OF 3/4"
CRUSH BELOW. ELEVATION 3006.5,
SEE ELECTRICAL PLANS FOR
GENERATOR CONNECTION
GRAVEL PAD AREA
SLOPE TO DRAIN AWAY FROM
CONCRETE PADS AND WET WELL LID.
SEE DETAIL SHEET C203
4.5
'
5.0
'
2.5
'
5.0
'
3.
0
'
4" ROMAC ALPHA COUPLER OR FLANGED
FITTING WITH STAINLESS BOLTS TO
CONNECT DI PIPE TO HDPE PIPE
WGM GROUP
WWW.WGMGROUP.COM
C201
0
SCALE - FEET
5 5 10
N
FOR REVIEW
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JANUARY 23, 2025
431 1ST AVENUE WEST
KALISPELL, MT 59901
TEL: 406-756-4848
SEWER MAIN
EDGE OF ASPHALT
LEGEND-PROPOSED
FENCE
ASPHALT
EDGE OF ASPHALT
CONCRETE SIDEWALK
ASPHALT
LEGEND-EXISTING
CURB AND GUTTER
LOT LINE
LOT LINE
RIGHT OF WAY
EASEMENT
GRAVEL
CONCRETE
BURIED ELECTRIC
SEWER FORCE MAIN
S SANITARY SEWER
MANHOLE
CONTOUR - MAJOR (5 FT)
CONTOUR - MINOR (1 FT)
CONTOUR - MAJOR (5 FT)
CONTOUR - MINOR (1 FT)
BURIED ELECTRIC LINE
GAS MAIN
EXISTING 8" PIPE
COMBINATION AIR RELEASE
VAULT FOR SEWER FORCE MAIN
FENCE
LIFT STATION
TYPE & FINISH PRODUCT SPECIFICATION FINISH SPECIFICATION
LAP SIDING
MANUFACTURER:
LP ® Building Products
PRODUCT LINE:
LP ® Color Strand
Pre-Finished Trim & Siding
MANUFACTURER:
Sherwin Williams
FINISH:
PPG Duracolor COLOR:
Attitude Gray
SW 7060
TRIM, SOFFIT, FASCIA
MANUFACTURER:
LP ® Building Products
PRODUCT LINE:
LP ® SmartSide Trim & Siding
MANUFACTURER:
Sherwin Williams
FINISH: Painted
COLOR:
Black Fox
SW 7020
ACCENT
MANUFACTURER:
LP ® Building Products
PRODUCT LINE:
LP ® SmartSide Trim & Siding
MANUFACTURER:
Sherwin Williams
FINISH: Painted COLOR:
Porpoise SW 7047
DOORS MANUFACTURER:
Therma Tru Doors
PRODUCT LINE: Profiles Steel ™
Steel Exterior Double Prehung
Entry Door and Single Prehung
Entry Door
Craftsman Lite 2-Panel Flush with
privacy glass
MANUFACTURER:
Sherwin Williams
FINISH: Painted COLOR:
Black Fox
SW 7020
DOOR HARDWARE
MANUFACTURER:
Schlage
PRODUCT LINE:
Century Front Entry Handleset
with Latitude Lever
COLOR:
Matte Black
LIFT STATION
TYPE & FINISH PRODUCT SPECIFICATION FINISH SPECIFICATION
ROOF
MANUFACTURER:
CertainTeed ®
PRODUCT LINE:
Landmark ® Series
MATERIAL:
Two-piece laminated fiber glass-
based construction
COLOR: Heather Blend
GUTTERS/DOWNSPOUT
MANUFACTURER:
Custom Bilt Metals
PRODUCT LINE:
“K” or “o/G” Style seamless gutter in
5” or 6”
MATERIAL:
Continuous aluminum
COLOR:
Matched on site
WINDOWS
MANUFACTURER:
Milgard
PRODUCT LINE:
Style Line ® Series
MATERIAL:
Vinyl
COLOR:
Black Interior & Exterior
LIGHTING
MANUFACTURER:
Maxim Lighting PRODUCT LINE:
Belfry 13-Inch Outdoor Wall Light
COLOR:
Black
DIAMOND PEAK DRIVE
SAGE GROUSE WAY
CALM
W
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FOX
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LOT 103
LOT 104
LOT 105
LOT 106
LOT 485
LOT 484
LOT 483
LOT 482
LOT 480
LOT 481
LOT 520
LOT 518
LOT 519
LOT 522LOT 521
LOT 512
LOT 511
LOT 513
LOT 508 LOT 507
LOT 505LOT 504LOT 503
LOT 506
LOT 496
LOT 498LOT 500
LOT 494
LOT 497LOT 495
LOT 499LOT 501LOT 502
LOT 493
LOT 492
LOT 491
LOT 487
LOT 489
LOT 490
LOT 486
LOT 488
LOT 510 LOT 509
STORMWATER TRACT 1
STORMWATER TRACT 2
LANDSCAPE SHEETS
L100 OVERALL LANDSCAPE PLAN
L101 LANDSCAPE PLAN ENLARGEMENT
L102 LANDSCAPE PLAN ENLARGEMENT
L103 LANDSCAPE NOTES AND DETAILS
L200 OVERALL STREET TREE PLAN
L201 STREET TREE PLAN ENLARGEMENT
L202 STREET TREE PLAN ENLARGEMENT
L203 STREET TREE NOTES AND DETAILS
L300 OVERALL IRRIGATION PLAN
L301 IRRIGATION PLAN ENLARGEMENT
L302 IRRIGATION PLAN ENLARGEMENT
L303 IRRIGATION SCHEDULE AND DETAILS
L304 IRRIGATION DETAILS
0
SCALE - FEET
60 60 120OVERALL LANDSCAPE PLAN1PLAN
N
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WGM GROUP
WWW.WGMGROUP.COM
L100
FOR REVIEW
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JANUARY 2025
L101
L101
L101
L102
L102
PHASE
1
P
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1
TRAIL
LOT 508 LOT 507
LOT 509
STORMWATER TRACT 2
0
SCALE - FEET
20 20 40LANDSCAPE PLAN ENLARGEMENT1PLAN
N
WGM GROUP
WWW.WGMGROUP.COM
L101
FOR REVIEW
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0
SCALE - FEET
20 20 40
LANDSCAPE PLAN ENLARGEMENT2PLAN N
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SCALE - FEET
20 20 40LANDSCAPE PLAN ENLARGEMENT3PLAN
N
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LOT 480
STORMWATER TRACT 1
LOT 485
0
SCALE - FEET
20 20 40LANDSCAPE PLAN ENLARGEMENT1PLAN
N
WGM GROUP
WWW.WGMGROUP.COM
L102
FOR REVIEW
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0
SCALE - FEET
20 20 40
LANDSCAPE PLAN ENLARGEMENT2PLAN
N
1.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT
CITY OF KALISPELL STANDARDS AND THE STATE OF MONTANA BUILDING AND
SPECIALTY CODES
2.INSTALL EROSION CONTROL SYSTEMS IN ACCORDANCE WITH CITY OF
KALISPELL STANDARDS PRIOR TO SITE WORK AND LANDSCAPE
INSTALLATION.
3.MARK AND PROTECT ALL UTILITIES, SITE FEATURES, AND VEGETATION TO BE
RETAINED WITH ORANGE FENCING.
4.CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT AND UTILITY
COMPANIES, LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK.
CONTRACTOR IS RESPONSIBLE TO REPAIR DAMAGES TO EXISTING UTILITIES,
HARDSCAPES, STRUCTURES, TREES, TURF, AND VEGETATION AS A RESULT
OF THE CONTRACTORS ACTIVITIES.
5.PRIOR TO PLANTING, ON-SITE TOPSOIL SHALL BE TESTED FOR SOIL FERTILITY
BY A CERTIFIED TESTING LAB AND REVIEWED AND APPROVED BY LANDSCAPE
ARCHITECT. IF NECESSARY, TOPSOIL FOR TREE PITS, SHRUB PITS, AND
GROUND COVER BEDS SHALL BE AMENDED AS RECOMMENDED BY THE SOIL
FERTILITY REPORT. TOPSOIL DEPTH SHALL BE A MINIMUM DEPTH OF 6" FOR
GRASS AND SEED AREAS AND 12" FOR SHRUB BEDS.
6.MATCH GRADES OF LAWNS TO CURBS, SIDEWALKS, AND TRAILS AT A 5%
MAXIMUM SLOPE AND A 2% MINIMUM SLOPE, OR AS SHOWN ON GRADING AND
DRAINAGE PLANS. TAPER TO EXISTING GRADES.
7.ALL PLANTING AREAS ADJACENT TO BUILDING SHALL SLOPE AWAY FROM THE
BUILDING FOR THE FIRST 10 FEET AT A 2% MINIMUM SLOPE, OR AS DIRECTED
BY THE GEOTECHNICAL ENGINEER'S REPORT.
8.EDGING AS SPECIFIED. INSTALL EDGING AFTER INSTALLATION OF IRRIGATION
AND PRIOR TO PLANTING. RE-STAKE EDGING IF NECESSARY AS DIRECTED BY
OWNER'S REPRESENTATIVE.
9.WEED BARRIER FABRIC TO BE INSTALLED IN ALL GARDEN BEDS.
10.MULCH IN LOCATIONS & TYPE AS SPECIFIED ON PLANS. MULCH ALL GARDEN
BEDS AND TREE RINGS.
GENERAL NOTES
SYMBOL BOTANICAL / COMMON NAME QTY
TREES
AMELANCHIER X GRANDIFLORA 'ROBIN HILL'
ROBIN HILL APPLE SERVICEBERRY
MATURE SIZE 20'H X 15'W
5
LARIX SIBIRICA
SIBERIAN LARCH
MATURE SIZE 60'H X 25'W
8
PICEA GLAUCA 'DENSATA'BLACK HILLS WHITE SPRUCE
MATURE SIZE 60'H X 25'W
14
TILIA CORDATA X MONGOLICA 'HARVEST
GOLD'
HARVEST GOLD LINDEN
MATURE SIZE 40`H X 30`W
6
ULMUS X 'FRONTIER'
FRONTIER ELM
MATURE SIZE 45'H X 35'W
7
TREES: MEDIUM 25`-40`
GLEDITSIA TRIACANTHOS VAR. INERMIS'HARVE'
SKYLINE HONEYLOCUST
MATURE SIZE 45'H X 33'
1
TILIA MONGOLICA 'HARVEST GOLD'
HARVEST GOLD LINDEN
MATURE SIZE 40'H X 30'W
4
TREES: SMALL 15`-25`
PRUNUS NIGRA 'PRINCESS KAY'
PRINCESS KAY PLUM
MATURE SIZE 20'H X 20'W
3
SHRUBS
RIBES CEREUM
WAX CURRANT
MATURE SIZE 4'H X 4'W
11
ROSA WOODSII
MOUNTAIN ROSE
MATURE SIZE 4' X 4'
11
SHEPHERDIA ARGENTEA
SILVER BUFFALOBERRY
MATURE SIZE 12'H X 12'W
2
PERENNIALS
RATIBIDA COLUMNIFERA
PRAIRIE CONEFLOWER
MATURE SIZE 18"H X 18"W
36
SYMBOL BOTANICAL / COMMON NAME DENSITY QTY
PLANTING NOTES
1.PRIOR TO PLANTING, CONTRACTOR IS RESPONSIBLE FOR CONTACTING CITY OF
KALISPELL TO SCHEDULE PRE-CONSTRUCTION MEETING AND TO OBTAIN PROPER
TREE PLANTING PERMITS.
2.PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR
NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
ALL PLANTS TO BE NURSERY GROWN.
3.ALL TREES SHALL BE PLANTED CONFORMING TO ANSI A300 STANDARDS.
4.NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR WRITTEN CONSENT FROM THE
LANDSCAPE ARCHITECT. ANY PLANT OR MATERIAL NOT MEETING THE
REQUIREMENTS SHALL BE REJECTED, REMOVED, DISPOSED OF AND REPLACED BY
AND AT THE CONTRACTOR'S EXPENSE.
5.PLANTS SHALL BE INSPECTED AND APPROVED ON-SITE PRIOR TO PLANTING BY
LANDSCAPE ARCHITECT.
6.PLANTS SHALL BE LOCATED BY THE CONTRACTOR AND LANDSCAPE ARCHITECT
SHALL GIVE DIRECTION, MAKE ADJUSTMENTS, AND APPROVE LOCATION PRIOR TO
INSTALLATION.
7.VERIFY ALL QUANTITIES. PLANT QUANTITIES IN THE PLANT SCHEDULE ARE FOR
REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE TO COMPLETE THEIR OWN
QUANTITY TAKE-OFFS FOR ALL PLANS AND SIZES SHOWN ON THE PLAN. IN CASE
OF A DISCREPANCY THE PLANTING PLAN SHALL DICTATE QUANTITY.
8.SEED/SOD ALL DISTURBED EXISTING LAWN AREAS TO PRE-DISTURBANCE
CONDITION.
9.BACKFILL TO BE LOOSENED NATIVE SOIL UNLESS AMENDMENT IS NECESSARY AS
DICTATED BY SOIL TEST.
10.LANDSCAPE CONTRACTOR SHALL WATER PLANTINGS UNTIL IRRIGATION SYSTEM IS
FULLY FUNCTIONAL AND PROVIDE A 2-YEAR WARRANTY PERIOD AFTER
INSTALLATION AND ACCEPTANCE BY LANDSCAPE ARCHITECT, AND GUARANTEE
ALL PLANTINGS TO BE ALIVE AND IN SATISFACTORY HEALTH.
11.LARGE BOULEVARD TREES 40' + SPACING SHALL BE A MINIMUM OF 40' APART,
MEDIUM BOULEVARD TREES 25-40' TALL SPACING SHALL BE A MINIMUM OF 30'
APART, AND SMALL BOULEVARD TREES 15'-25' TALL SHALL BE A MINIMUM OF 25'
APART.
12.ANY BOULEVARD TREES THAT ARE DISPLACED DUE TO UTILITY, DRIVEWAY, OR
OTHER POTENTIAL CONFLICTS DURING CONSTRUCTION WILL BE PLACED WITHIN
PARKS TO BE DETERMINED BY LANDSCAPE ARCHITECT.
GRASSES
CITY OF KALISPELL MOIST TO WET SITES MIX
DETENTION BASIN SEED MIXPERCENT BY WEIGHT:
30% BLUE WILDRYE
20% SLENDER WHEATGRASS
30% CREEPING WILDRYE
30% WESTERN WHEATGRASS
SEE PLANTING SPECIFICATIONS FOR SEEDING
RATES
16,806 SF
NATIVE GRASS
WHITEFISH BOULEVARD MIX
39.46% HARD FESCUE
23.40% CREEPING RED FESCUE BOREAL22.46% CHEWING FESCUE
13.66% SHEEP FESCUE
PERCENTAGE IS BY WEIGHT. SEE SEEDING
SPECIFICATIONS FOR SEEDING RATES
13,287 SF
TURF SOD
DROUGHT TOLERANT FESCUE BLEND 4,340 SF
WGM GROUP
WWW.WGMGROUP.COM
L103
FOR REVIEW
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JANUARY 2025
PRUNE TREE AS SPECIFIED TO
RETAIN NATURAL FORM AND TO
REMOVE DEAD OR DAMAGED
LIMBS OR BRANCHES.
ROUND WOOD TREE STAKES AND FLAT
GROMMET TREE STRAPS AS SHOWN.
STAKES SHALL NOT PENETRATE ROOT
BALL. STAKES SHALL BE REMOVED
AFTER TWO YEARS.
SEASONAL TREE WRAP TO PROTECT
AGAINST DEER, RODENTS, AND SUN
SCALD. INSTALL ANNUALLY IN
SEPTEMBER AND REMOVE ANNUALLY IN
APRIL.
PULL MULCH 3" AWAY FROM
TRUNK FLARE
4' DIAMETER MULCH RING AND WEED
BARRIER FABRIC, AS SPECIFIED.
BACKFILL AS SHOWN. PLANTING SOIL
MIX AS SPECIFIED.
REMOVE BURLAP, WIRE BASKET, TAGS,
LABELS, AND STRINGS.
EXCAVATE SLOPING SHALLOW PIT TWICE
THE DIAMETER OF THE ROOT BALL.
DEPTH OF PIT TO BE NO GREATER THAN
THE HEIGHT OF THE ROOT BALL. ALL
WALLS TO BE FRACTURED AND
UNGLAZED.
NOTES:
1.TREE SHALL BE PLANTED WITH TRUNK FLARE SET AT FINISHED GRADE.
2.TREE STAKING IS MANDATORY.
TREE PLANTING
NTS1
FINISH
GRADE
PULL MULCH 3" AWAY FROM TRUNK.
PROVIDE SPECIFIED MULCH.
MULCH AND WEED BARRIER FABRIC. SEE EDGING,
MULCH & FABRIC DETAIL
REMOVE ROOT CONTAINMENT MATERIALS, TAGS,
LABELS, AND STRINGS
BACKFILL AS SHOWN. PLANTING SOIL MIX AS
SPECIFIED. PLANTING DEPTH TO MATCH FINISH GRADE.
EXCAVATE SLOPING SHALLOW PIT TWICE THE
DIAMETER OF THE ROOT BALL. DEPTH OF PIT TO BE NO
GREATER THAN THE HEIGHT OF THE ROOT BALL. ALL
WALLS TO BE FRACTURED AND UNGLAZED.
NOTES:
ALL SHRUBS TO BE PLANTED SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE
AS ORIGINALLY GROWN IN THE NURSERY.
SHRUB PLANTING
NTS2
PLACE PLANT IN CENTER OF PIT ON UNDISTURBED SOIL
3" DEPTH MULCH AS PER SPECIFICATIONS
BACKFILL PLANTING HOLE 23 FULL WITH PLANTING SOIL.
SETTLE WITH WATER, CONTINUE TO FILL WITH SOIL,
WATER AGAIN. WATER THOROUGHLY AFTER
INSTALLATION TO ELIMINATE AIR POCKETS.
SET ROOT CROW OF PLANT 1" ABOVE SOIL FINISH GRADE
TO ALLOW FOR SETTLEMENT. REMOVE EXCESS POTTING
MIX TO EXPOSE CROWN.
PERENNIAL PLANTING
NTS3
NOTE: GRADE SUBGRADE TO 3 12" BELOW
TOP OF WALK OR CURB
LAY MULCH - 3" DEEP ON GRADE
TOP OF MULCH 12" BELOW
TOP OF WALK OR CURB
CONCRETE
WALK
OR
CURB
SPECIFIED MULCH
WALK OR CURB EDGING
NTS4
2
1.USE TRIANGULAR EQUIDISTANT SPACING BETWEEN PLANTINGS. SEE PLANTING
PLAN FOR SPACING DETAILS
2.GROUND COVER PLANT LOCATION
3.3" OF TOP DRESS MULCH AS PER SPECIFICATIONS
4.SET ROOT CROWN OF PLANTING 1" ABOVE SOIL FINISH GRADE TO ALLOW FOR
SETTLEMENT. REMOVE EXCESS POTTING MIX TO EXPRESS ROOT CROWN.
5.BACKFILL PLANTING HOLE 23 FULL WITH PREPARED SOIL, SETTLE WITH WATER,
CONTINUE TO FILL WITH SOIL, WATER AGAIN. WATER THOROUGHLY AFTER
INSTALLATION TO ELIMINATED AIR POCKETS.
PLAN
SECTION
1
5
342
GROUNDCOVER TRIANGULAR SPACING
NTS6
WEED BARRIER FABRIC
4' HIGH WATER SAUCER
3" DEPTH MULCH. PULL MULCH 2" AWAY FROM
BASE OF PLANT
PRUNE ALL DAMAGED OR DEAD WOOD
IMMEDIATELY PRIOR TO PLANTING
NOTES:
PROVIDE 1 AGRI-FORM TABLET PER SHRUB.
PLANTING PIT SHALL BE 2X THE DIA OF THE
ROOT BALL.
PLANTING SOIL, WATER THOROUGHLY TO
SETTLE & REMOVE AIR POCKETS PROVIDE 6" MIN
CLEARANCE BETWEEN BALL AND PIT WALLS. ALL
WALLS SHALL BE FRACTURED & UNGLAZED.
REMOVE ALL WIRE, WINE, BURLAP MESH AND
CONTAINERS, (INCLUDING FIBER CONTAINERS
BEFORE PLANTING.
SET ROOT BALL ON UNDISTURBED NATIVE SOIL
GRASS PLANTING
NTS5
GR
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WWW.WGMGROUP.COM
0
SCALE - FEET
100 100 200OVERALL STREET TREE PLAN1PLAN
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L201L202
L203
L200
FOR REVIEW
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WGM GROUP
WWW.WGMGROUP.COM
L201
FOR REVIEW
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PHASE 1
FUTURE PHASE
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MATCH LINE - SEE SHEET L203 0
SCALE - FEET
50 50 100STREET TREE PLAN ENLARGEMENT1PLAN
N
MATCH LINE - SEE SHEET L201
WGM GROUP
WWW.WGMGROUP.COM
L202
FOR REVIEW
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PHASE 1
FUTURE PHASE
PLANTING NOTES
1.TREE MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR
NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
ALL PLANTS TO BE NURSERY GROWN.
2.TREE PLANTINGS SHALL CONFORM TO ANSI A300 TREE CARE INDUSTRY
STANDARDS.
3.NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR WRITTEN CONSENT FROM THE
LANDSCAPE ARCHITECT. ANY TREE OR MATERIAL NOT MEETING THE
REQUIREMENTS SHALL BE REJECTED, REMOVED, DISPOSED OF AND REPLACED BY
AND AT THE CONTRACTOR'S EXPENSE.
4.TREES SHALL BE INSPECTED AND APPROVED ON-SITE PRIOR TO PLANTING BY
OWNER'S REPRESENTATIVE.
5.TREES SHALL BE LOCATED BY THE CONTRACTOR AND LANDSCAPE ARCHITECT
SHALL GIVE DIRECTION, MAKE ADJUSTMENTS, AND APPROVE LOCATION PRIOR TO
INSTALLATION.
6.VERIFY ALL QUANTITIES. TREE QUANTITIES IN THE PLANT SCHEDULE ARE FOR
REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE TO COMPLETE THEIR OWN
QUANTITY TAKE-OFFS FOR ALL PLANS AND SIZES SHOWN ON THE PLAN. IN CASE
OF A DISCREPANCY THE PLANTING PLAN SHALL DICTATE QUANTITY.
7.LANDSCAPE CONTRACTOR SHALL WATER PLANTINGS UNTIL IRRIGATION SYSTEM IS
FULLY FUNCTIONAL OR HOMEOWNER/ HOA HAS TAKEN OWNERSHIP OF LOT. IF
CITY OWNED, CONTRACTOR SHALL WATER PLANTINGS THROUGHOUT 2-YEAR
WARRANTY PERIOD. CONTRACTOR SHALL PROVIDE A 2-YEAR WARRANTY PERIOD
AFTER INSTALLATION AND ACCEPTANCE BY LANDSCAPE ARCHITECT, AND
GUARANTEE ALL TREES TO BE ALIVE AND IN SATISFACTORY HEALTH.
8.ANY BOULEVARD TREES THAT ARE DISPLACED DUE TO UTILITY, DRIVEWAY, OR
OTHER POTENTIAL CONFLICTS DURING CONSTRUCTION SHALL BE PLACED IN A
MORE SUITABLE LOCATION IN PARKLAND.
GENERAL NOTES
1.LOCATE UTILITIES BEFORE PLANTING TREES. NOTIFY MONTANA UTILITY NOTIFICATION
CENTER PRIOR TO ANY EXCAVATION (PHONE NO. 811).
TREES SHALL BE CENTERED BETWEEN CURB AND SIDEWALK.
3.SMALL TREES SHALL BE SPACED 20' O.C. OR AS SHOWN TO ACCOMMODATE UTILITIES
AND/ OR ANTICIPATED DRIVEWAYS.
MEDIUM TREES SHALL BE SPACED 30' O.C. OR AS SHOWN TO ACCOMMODATE UTILITIES
AND/ OR ANTICIPATED DRIVEWAYS.
LARGE TREES SHALL BE SPACED 40' O.C. OR AS SHOWN TO ACCOMMODATE UTILITIES
AND/ OR ANTICIPATED DRIVEWAYS.
OPTIMAL TREE SPACING MAY BE MODIFIED TO ACCOMMODATE FUTURE DRIVEWAYS
AND THE EXACT LOCATION OF UTILITIES.
STREET TREES SHALL BE PLANTED WITHIN SIX (6) MONTHS OF COMPLETION OR
OCCUPANCY OF THE PRIMARY STRUCTURE ERECTED ON ANY LOT, WHICHEVER
OCCURS FIRST.
BUILDER OR DEVELOPER IS RESPONSIBLE FOR INSTALLATION OF TOPSOIL, SOD, AND
IRRIGATION IN BOULEVARD AREA FRONTING LOTS.
CITY OF KALISPELL REQUIRES A PERMIT FOR INSTALLATION OF BOULEVARD TREES. SEE
CITY OF KALISPELL STREET TREE ORDINANCE CITY MUNICIPAL CODE 1826.
CONTRACTOR RESPONSIBLE FOR OBTAINING TREE PLANTING PERMITS.
UTILITY OFFSET
ANTICIPATED DRIVEWAY LOCATION (TBD, NOT SHOWN ON PLANS)
PULL MULCH 3" AWAY FROM
TRUNK FLARE
BACKFILL AS SHOWN. TOPSOIL AS SPECIFIED.
REMOVE BURLAP, WIRE BASKET, TAGS,
LABELS, AND STRINGS.
EXCAVATE SLOPING SHALLOW PIT TWICE THE
DIAMETER OF THE ROOT BALL. DEPTH OF PIT
TO BE NO GREATER THAN THE HEIGHT OF THE
ROOT BALL. ALL WALLS TO BE FRACTURED AND
UNGLAZED.
PRUNE TREE AS SPECIFIED TO
RETAIN NATURAL FORM, ESTABLISH
CENTRAL LEADER, AND TO REMOVE
DEAD OR DAMAGED LIMBS OR
BRANCHES.
TREE STAKES AND FLAT
GROMMET TREE STRAPS.
STAKES SHALL NOT PENETRATE ROOT
BALL. STAKES SHALL BE REMOVED
AFTER ONE YEAR.
SEASONAL TREE GUARD TO PROTECT
AGAINST DEER, RODENTS, AND SUN
SCALD. INSTALL ANNUALLY IN
SEPTEMBER AND REMOVE ANNUALLY IN
APRIL. SEE NOTE #3 BELOW.
4' DIAMETER MULCH RING AND WEED
BARRIER FABRIC, AS SPECIFIED.
NTS
TREE PLANTING DETAIL1SECTION
NOTES:
1.TREE SHALL BE PLANTED WITH TRUNK FLARE SET AT FINISHED GRADE. THE FIRST
MAJOR ROOT FLARE SHALL BE WITHIN 1" OF FINISHED GRADE.
2.TREE STAKING IS MANDATORY.
3.TREE GUARD, 3-4' LENGTH, 3" DIAMETER MIN. PROVIDE SUBMITTAL FOR APPROVAL BY
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
4.2-YEAR WARRANTY REQUIRED ON ALL TREES. WARRANTY TO START ONCE ARBORIST
ACCEPTS THE TREE PLANTING.
LEGEND
D
S DYH
D
D
SYMBOL COMMON / BOTANICAL NAME QTY
TREES: LARGE 40`+
BURR OAK
QUERCUS MACROCARPA 46
NEW HORIZON ELM
ULMUS JAPONICA X PUMILA 'NEW HORIZON'
MATURE SIZE 30'H X 25'W
33
TREES: MEDIUM 25`-40`
AMERICAN HORNBEAM
CARPINUS CAROLINIANA 30
BAUMANN HORSE CHESTNUT
AESCULUS HIPPOCASTANUM 'BAUMANNII'
MATURE SIZE 50'H X 50'W
42
HARVEST GOLD LINDEN
TILIA MONGOLICA 'HARVEST GOLD'
MATURE SIZE 40'H X 30'W
32
SKYLINE HONEYLOCUST
GLEDITSIA TRIACANTHOS VAR. INERMIS 'HARVE'
MATURE SIZE 45'H X 33'
22
TREES: SMALL 15`-25`
PRINCESS KAY PLUM
PRUNUS NIGRA 'PRINCESS KAY'
MATURE SIZE 20'H X 20'W
11
PLANT SCHEDULE
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WGM GROUP
WWW.WGMGROUP.COM
L203
FOR REVIEW
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PHASE 1
DIAMOND PEAK DRIVE
SAGE GROUSE WAY
CALM
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LOT 104
LOT 105
LOT 106
LOT 485
LOT 484
LOT 483
LOT 482
LOT 480
LOT 481
LOT 520
LOT 518
LOT 519
LOT 522LOT 521
LOT 512
LOT 511
LOT 513
LOT 508 LOT 507
LOT 505LOT 504LOT 503
LOT 506
LOT 496
LOT 498LOT 500
LOT 494
LOT 497LOT 495
LOT 499LOT 501LOT 502
LOT 493
LOT 492
LOT 491
LOT 487
LOT 489
LOT 490
LOT 486
LOT 488
LOT 510 LOT 509
STORMWATER TRACT 1
STORMWATER TRACT 2
POC BF
C
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
114"
1"
1"1"1"
114"
1"114"112"
112"
2"
1"114"1"114"112"2"
1"114"112"112"
2"
2"
1"
114"
112"
1"
112"1"114"
1"114"112"2"
1"
1"
114"
1"1"
114"
1"
2"
1"
114"
112"1"
112"
1"
1"
114"114"
112"
1"
2"
1"
114"
114"
112"
112"
2"
2"1"
114"
114"
112"
112"
2"
2"
1"114"
1"114"
114"
1"
1"
112"
112"
1"2"2"
2"
2"
2"
2"
1"
1"1"
1"1"
112"
2"1"1"114"
1"
2"
2"114"
1"
1"
1"
1"1"
1"1"
1
3112"
1
2
38.42"
2
338112"
3
4
38112"
4
5
9.651"
5
6
13.5112"
6 7
34.2112"
7
8
-112"
8
9
8112"
9
10
38112"
10
11
22.8112"
11
12
30.8112"
12
13
1.611"
13
14
38.5112"
14
15
38.5112"
15
16
18112"
16
17
38.5112"
17
18
38.5112"
18
19
5.551"
19
20
6.621"
20
21
3112"
21
22
38.5112"
22
23
30.8112"
23
24
11.21"
24
IRRIGATION NOTES
1.CONTRACTOR RESPONSIBLE FOR PROVIDING IRRIGATION AS-BUILTS TO
OWNER AT COMPLETION OF INSTALLATION.
2.CONTRACTOR RESPONSIBLE TO INFORM LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES OR CHANGES NEEDED TO THE IRRIGATION DESIGN. IF
CONTRACTOR MAKES CHANGES TO THE IRRIGATION DESIGN WITHOUT
NOTIFYING THE LANDSCAPE ARCHITECT, CONTRACTOR ASSUMES FULL
RESPONSIBILITY OF THE IRRIGATION SYSTEM DESIGN AND FUNCTIONALITY.
3.CONTRACTOR TO VERIFY STATIC PRESSURE IN THE FIELD PRIOR TO BIDDING
AND CONSTRUCTION. IN THE EVENT OF A DISCREPANCY, CONTRACTOR
SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING OF ANY CHANGES
NECESSARY TO PROVIDE THE REQUIRED OPERATIONAL PRESSURE AND
FLOW. IF NOTIFICATION IS NOT RECEIVED, CONTRACTOR ASSUMES FULL
RESPONSIBILITY FOR SYSTEM OPERABILITY.
4.INSTALLED SYSTEM TO BE FULLY WINTERIZEABLE. CONTRACTOR TO
PROVIDE OWNER'S REPRESENTATIVE WITH WINTERIZATION PLAN.
5.CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION
INSTALLATION.
6.THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY CONDITIONS AND
DIMENSIONS PRIOR TO CONSTRUCTION.
7.IRRIGATION PLANS ARE SCHEMATIC REPRESENTATIONS ONLY. PLACE LINES
IN A COMMON TRENCH WHENEVER POSSIBLE. FIELD ADJUST LINES TO AVOID
CONFLICT WITH UTILITIES.
8.IRRIGATION IS COORDINATED WITH THE PLANTING PLAN AND SITE
IMPROVEMENTS AND IS DESIGNED WITH RECTANGULAR SPACING GIVING
HEAD TO HEAD COVERAGE. COORDINATE IRRIGATION HEAD LAYOUT WITH
NEW PLANT MATERIALS, LOCATE SPRAY HEADS 30" FROM BASE OF TREE.
9.ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND
PROPERLY ADJUSTED TO PROVIDE ADEQUATE HEAD TO HEAD COVERAGE
AND MINIMIZATION OF OVER SPRAY ONTO WALKS, BUILDINGS, PARKING
AREAS, ETC.
10.THE MAINLINE SHALL BE SIZED AT 2". IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE CALCULATIONS FOR LATERAL SIZING BASED ON
CONTRACTOR LAYOUT.
11.INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN MINIMUM 4" PVC
SLEEVE BELOW ALL PAVED SURFACES UNLESS OTHERWISE INDICATED ON
THE PLANS. INSTALL SLEEVES PRIOR TO PLACEMENT OF PAVEMENTS AND
PAVEMENT SUB-BASE. WHERE PAVEMENT EXISTS BORE AND PLACE
SLEEVES.
12.COORDINATE IRRIGATION POINT OF CONNECTION AND LOCATION OF
AUTOMATIC CONTROL VALVES WITH PROJECT MANAGER. COORDINATE ALL
WORK WITH OTHER TRADES, I.E. ELECTRICAL, MASONRY, ETC.
13.CONTRACTOR TO PROGRAM AUTOMATIC CONTROLLER TO ALLOW FOR THE
EQUIVALENT OF 1" OF WATER PER WEEK, OR PER SITE AND PLANTING NEEDS
FOR BEST PLANT HEALTH.
14.ALL PIPES SHALL BE TRENCHED. PROVIDE POSITIVE DRAINAGE OF MAINLINE.
PLACE MANUAL DRAIN AT LOW POINTS IN MAINLINE. IDENTIFY LOCATIONS ON
AS-BUILTS.
15.USE 45°. ELLS INSTEAD OF 90-DEG. ELLS ON ALL MAINLINES 2-1/2" AND
LARGER. INSTALL CMU THRUST BLOCKS AT ALL MAINLINE CHANGES IN
DIRECTION.
16.CONTRACTOR TO INSTALL CONTROLLER AND ACCESSORIES AS REQUIRED.
CONTRACTOR TO FURNISH CONTROL WIRES FROM VALVES TO CONTROLLER.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 110 VOLT
SERVICE FROM EXISTING ELECTRICAL SERVICE AND CONNECTION TO
CONTROLLER SERVICE.
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L300
FOR REVIEW
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L302
L302
L302
L301
L301
POINT OF CONNECTION
THE POC IS AN 8" PVC WATER
SERVICE LINE WITH STATIC
PRESSURE OF ABOUT 72 PSI. TAP
LINE WITH 2" IRRIGATION SERVICE
LINE AND INSTALL A 2" WATER
SERVICE CONNECTION, METER, AND
BACKFLOW PREVENTER PER CITY OF
KALISPELL STANDARDS. THIS
SYSTEM IS DESIGNED FOR 40 GPM
DESIGN CAPACITY, AND MINIMUM
WORKING PRESSURE OF 40 PSI.
LOT 480
STORMWATER TRACT 1
POC BF
C
1"
1"
1"
114"
1"
1"
114"114"
112"
1"
2"
1"
114"
114"
112"
112"
2"
2"1"
114"
114"
112"
112"
2"
2"
1"114"
1"
114"
114"
1"
1"
112"
112"
2"
2"
114"
3
38112"
3
4
38112"
4
5
9.651"
5
6
13.5112"
6 7
34.2112"
7
8
-112"
8
9
8112"
9
10
38112"
10
11
22.8112"
11
LOT 485
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
2"
1"
1"
1"
1"
1"
112"
2"1"1"114"
1"
1
3112"
1
2
38.42"
2
0
SCALE - FEET
20 20 40IRRIGATION PLAN ENLARGEMENT2PLAN
N
WGM GROUP
WWW.WGMGROUP.COM
L301
FOR REVIEW
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JANUARY 2025
0
SCALE - FEET
20 20 40
IRRIGATION PLAN ENLARGEMENT1PLAN
N
LOT 508 LOT 507
STORMWATER TRACT 2
1"
1"1"
114"
1"114"112"
112"
2"
1"114"
1"114"112"2"
1"
114"112"112"
2"
2"
1"
114"
112"
1"
112"
1"114"
1"114"112"
2"
1"
12
30.8112"
12
13
1.611"
13
14
38.5112"
14
15
38.5112"
15
16
18112"
16
17
38.5112"
17
18
38.5112"
18
19
5.551"
19
1"
1"
1"
114"
1"1"
114"
1"
2"
1"
114"
112"1"
112"
1"2"2"
20
6.621"
20
21
3112"
21
22
38.5112"
22
23
30.8112"
23
1"
1"
1"
1"1"
1"1"
24
11.21"
24
IRRIGATION PLAN ENLARGEMENT1PLAN
N
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WGM GROUP
WWW.WGMGROUP.COM
L302
FOR REVIEW
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JANUARY 20250
SCALE - FEET
20 20 40
IRRIGATION PLAN ENLARGEMENT2PLAN
N
IRRIGATION PLAN ENLARGEMENT3PLAN
N
0
SCALE - FEET
20 20 40
0
SCALE - FEET
20 20 40
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SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
HUNTER MP1000 PROS-04-PRS40-CV
TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, PRESSURE REGULATED
TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC.
12 40
HUNTER MP2000 PROS-04-PRS40-CV
TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE,PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40
BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360
ARC.
9 40
HUNTER MP800SR PROS-04-PRS40-CV
TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.
ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC
360)
173 40
HUNTER RZWS-36-CV
36" LONG RZWS WITH INSTALLED .25GPM OR .50GPM BUBBLER OPTIONS,
CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE.
94 40
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM
HUNTER I-25-06 04
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC
RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
45 40 3.8
HUNTER I-25-06 08
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC
RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
33 40 7.7
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER ICZ-151-40 1-1/2"
DRIP CONTROL ZONE KIT. 1-1/2" ICV GLOBE VALVE WITH 1" HY100 FILTERSYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 20 GPM TO 60
GPM. 120 MESH STAINLESS STEEL SCREEN. 1-1/2" INLET X DUAL 1"
OUTLETS
6
AREA TO RECEIVE DRIP EMITTERS
HUNTER HE-B
POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLORCODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH.
CAN BE INSERTED INTO 1/2" AND 3/4" TUBING AND HAVE PRESSURE
COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE)
AVAILABLE.
2,055 S.F.
Emitter Notes:
05HE-B emitters (2 assigned to each grass and perennial)
10HE-B emitters (2 assigned to each shrub)
20HE-B emitters (2 assigned to each tree)
IRRIGATION SCHEDULE
Generated:2025-01-09 10:56
P.O.C. NUMBER: 01
Water Source Information:THE POC IS A 8" PVC
WATER SERVICE LINE. TAP LINE AND INSTALL A 2"
WATER SERVICE CONNECTION, METER, ANDBACKFLOW PREVENTER PER CITY OF KALISPELL
STANDARDS.
FLOW AVAILABLE
Point of Connection Size:2"
Flow Available 51.45 GPM
PRESSURE AVAILABLE
Static Pressure at POC:72 PSI
Pressure Available:72 PSI
DESIGN ANALYSIS
Maximum Station Flow:38.5 GPM
Flow Available at POC:51.45 GPM
Residual Flow Available:12.95 GPM
Design Pressure:40 PSI
Friction Loss:3.17 PSI
Fittings Loss:0.32 PSI Elevation Loss:0 PSI
Loss through Valve:1.67 PSI
Pressure Req. at Critical Station:45.2 PSI
Loss for Fittings:0.88 PSI
Loss for Main Line:8.82 PSI
Loss for POC to Valve Elevation:0 PSI
Loss for Backflow:11.8 PSI
Critical Station Pressure at POC:66.7 PSI
Pressure Available:72 PSI
Residual Pressure Available:5.3 PSI
CRITICAL ANALYSIS
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER ICV-G 1-1/2"
1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL
VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET,FOR COMMERCIAL/MUNICIPAL USE.
12
HUNTER ICV-G 1"
1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL
VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET,
FOR COMMERCIAL/MUNICIPAL USE.
5
HUNTER ICV-G 2"1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL
VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET,
FOR COMMERCIAL/MUNICIPAL USE.
1
HUNTER HQ-44LRC 1"
QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS
AND STAINLESS STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY.
5
FEBCO LF825Y 2"
REDUCED PRESSURE BACKFLOW PREVENTER, LEAD FREE
1
HUNTER I2C-2400-PP
24 STATION OUTDOOR MODULAR CONTROLLER. WITH TWO ICM-800
MODULE. COMMERCIAL USE. PLASTIC PEDESTAL.
1
POINT OF CONNECTION 2"
THE POC IS A 8" PVC WATER SERVICE LINE. TAP LINE AND INSTALL A 2"
WATER SERVICE CONNECTION, METER, AND BACKFLOW PREVENTER
PER CITY OF KALISPELL STANDARDS.
1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 7.0 L.F.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1"5,861 L.F.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/4"864.2 L.F.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/2"682.7 L.F.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 2"262.7 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40 2"1,721 L.F.
PIPE SLEEVE: PVC CLASS 200 SDR 21, 4" Min.412.5 L.F.
BF
C
POC
WGM GROUP
WWW.WGMGROUP.COM
L303
FOR REVIEW
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JANUARY 2025
6"
1'-
0
"
1'-
6
"
3"
TYP
3"
MIN3"
SPECIFIED TOPSOIL
DETECTABLE METALLIC
UNDERGROUND WARNING TAPE
CENTERED OVER HORIZONTAL
LOCATIONS OF MAIN AND LATERAL
LINES
LATERAL LINE
TRENCH BACKFILL, 6"
MIN. SAND FILL
ABOVE MAIN LINE
MAINLINE
CONTROL WIRES
UNDISTURBED
SUBGRADE
NTS
TYPICAL TRENCHING1DETAIL
90 LBS. OF CONCRETE EACH.
CONCRETE THRUST BLOCKS,
SIDE.
SERVICE
LENGTH AND WIDTH.
DEVICE AS SPECIFIED.
REDUCED PRESSURE BACKFLOW
12
"
M
I
N
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M
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M
NIPPLE, TYPICAL.GALVANIZED ELL AND
MAIN LINE, SIZE
PVC COUPLER OR
REDUCER AS REQ., TYP.
AS PER PLANS.
BACKFLOW COVER
AS SPECIFIED.
AND ELL AS REQUIRED.
GALVANIZED NIPPLES
GALVANIZED UNIONS
GALVANIZED RISERS.
AT EACH SIDE.
COVER SIZE + 6"
NTS
RPZ BACKFLOW W/ ENCLOSURE2DETAIL
4" THICK MIN. CONCRETE PAD OR
LANDSCAPE. BACKFLOW
PREVENTER WITH ENCLOSURE TO
BE INSTALLED ABOVE GROUND.
WGM GROUP
WWW.WGMGROUP.COM
L304
FOR REVIEW
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JANUARY 2025
18" MIN. LENGTH OF FLEXIBLE
POLYETHYLENE PIPE TO
CORRESPOND WITH MNF. OF
HEAD. ALL FITTINGS TO BE BY
SAME MNF.
TOP OF HEAD TO BE 12" - 1" ABOVE
GRADE IN TURF AREAS.
SPECIFIED MULCH
1'-
0
"
LATERAL LINE
BARB ELL
SCH. 40 PVC -
TEE OR ELL AT
LAT. LINE
POP-UP SPRAY SPRINKLER
SPECIFIED TOPSOIL
PVC SCH. 40 - 90-DEG. STREET ELL
BARB ELL
2"
NTS
MP ROTATOR POP UP SPRINKLER7DETAIL
NTS
SLEEVING6DETAIL
NTS
DRIP VALVE INSTALLATION8DETAIL NTS
DRIP DRAIN VALVE DETAIL9DETAIL
PAVEMENT FINISH GRADE
PAVEMENT SECTION
DETECTABLE METALLIC UNDERGROUND
WARNING TAPE CENTERED OVER HORIZONTAL
LOCATIONS OF MAIN AND LATERAL LINES
TRENCH BACKFILL, 6" MIN. SAND FILL ABOVE
SLEEVE
SPECIFIED SLEEVE
MAIN OR LATERAL LINE
UNDISTURBED SUBGRADE
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
JUMBO VALVE BOX
DRIP ZONE KIT
MODEL ICZ-151-XL-40 WITH
FILTER (TIP 45 DEGREES)
REGULATOR 25 OR 40 PSI
SCH 80 T.O.E. NIPPLE(2)
MAIN LINE PIPE & FITTINGS
BRICK SUPPORTS (4)
3/4" MINUS WASHED GRAVEL
FINISH GRADE
NOTE: PROVIDE DRAIN ATDEAD-END LOCATIONS ONALL DRIP SUPPLY LINES.SEE PLANS
1/2"
DRAIN VALVE
VALVE BOX
8" DIA.
FINISH GRADE
4" PEA
GRAVEL
6"
1" DRIP
SUPPLY TYP.
NOTE
CONTROLLER SHALL BE HARD-WIRED TO GROUNDED
110 VAC POWER SOURCE
LEGEND:
1.IRRIGATION CONTROLLER (ICC2) AND
PEDESTAL PER PLAN
4.IRRIGATION CONTROL WIRE IN
CONDUIT SIZE AND TYPE PER LOCAL
CODES
2. ELECTRICAL SUPPLY CONDUIT
CONNECT TO POWER SOURCE, J-BOX
INSIDE CONTROLLER
5.PEDESTAL BASE PER PLAN
INSURE POSITIVE DRAINAGE
AWAY FROM PEDESTAL
3.GROUND WIRE CONDUIT
GROUND PER ASIC GUIDELINES
NTS
HUNTER ICC2 - METAL PEDISTAL W/ EZ-DM DECODER1DETAIL
FINISH GRADE
NOTE:
1.FURNISH FITTINGS AND
PIPING NOMINALLY SIZED
IDENTICAL TO NOMINAL
QUICK COUPLING VALVE
INLET SIZE.
SPECIFIED TOP SOIL
TOP OF BOX 12" ABOVE
FINISH GRADE IN TURF. 1"
ABOVE FINISH GRADE IN
GROUNDCOVER AREAS10"∅ ROUND PLASTIC VALVE
BOX WITH LOCKING LID
PVC SCH. 80 NIPPLE
(LENGTH AS REQ.)
4" MIN DEPTH OF 34"
WASHED GRAVEL
PVC SCH. 40 TEE OR ELL
MAINLINE
PVC SCH. 40 STREET ELL
NO. 4 GALVANIZED STEEL REINFORCING BAR
(DEFORMED) WITH 2 STAINLESS STEEL GEAR
CLAMPS SECURED TO QUICK COUPLER
ASSEMBLY AS SHOWN.
NTS
QUICK COUPLER4DETAIL
PVC SCH. 80 NIPPLE
(LENGTH AS REQ.)
NOTE: ROTATOR MODEL TO BE
BASED ON ACHIEVING
HEAD-TO-HEAD COVERAGE:
MP1000: 8' - 15' RADIUS
MP2000: 13' - 21' RADIUS
MP3000: 22' - 30' RADIUS
MP35000: 30' - 35' RADIUS
COMPRESSION FITTING.
PLANT GRAPHICDRIPLINE EDGE.
TYPICAL 1/4" TUBE STAKE WITH EMITTER OR CAP.
TYPICAL 1/4" DISTRIBUTION TUBING, 48" MAX. LENGTH.
TYPICAL 1/2" DRIP TUBING STAKE.
MULTI-OUTLET EMITTER OR TRANSFER.
EMITTER OR BUBBLER
ON 12" DRIP STAKE.
TRANSFER BARB TEE
FOR DOUBLE EMITTER.
TYPICAL
COMPRESSION
FITTING.
TYPICAL 12"DRIP TUBING.
NOTE:
1. PLACE EMITTERS 34 BETWEEN THE TRUNK AND OUTTER 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.
NTS
TYPICAL DRIP TUBING2DETAIL
MULCH
FINISH GRADE
GRATED CAP
HUNTER 0.25 OR 0.50 GPM
PCB BUBBLER (OPTIONAL)
HUNTER HVC
CHECK VALVE (OPTIONAL)
PATENTED STRATAROOT ASSEMBLY
HUNTER SWING JOINT
(OPTIONAL)
LATERAL TEE OR ELL
LATERAL PIPE
ROOT INTRUSION BARRIER
NTS
18" AND 36" ROOT ZONE WATERING SYSTEM3DETAIL
NTS
REMOTE CONTROL VALVE DETAIL5DETAIL
VALVE BOX WITH LOCKING LID, TOP OF
BOX 12" ABOVE FINISH GRADE IN TURF.1" ABOVE FINISH GRADE IN
GROUNDCOVER AREAS
CONTROLLER
VALVE IDENTIFICATION TAG
REMOTE CONTROL VALVE
PVC UNION TYPICAL OF 2
LATERAL LINE
SPECIFIED TOP SOIL
COMMON BRICK, ONE REQUIRED AT
EACH CORNER OF VALVE BOX
34" WASHED GRAVEL
BALL VALVE, LINE-SIZED TO
MATCH REMOTE CONTROL
VALVE
SCH. 40 45-DEG. ELL
1
45
32