7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
ELEMENTARY SCHOOL NO. 15 (SAGE CREST SITE)
6411 W. 38th Ave.
Kennewick, WA 99338
ADDENDUM No. 1
April 1, 2015
GENERAL INFORMATION
ITEM
1
2
DETAIL/DESCRIPTION
REPLACE the first paragraph of Section 4.3 of the Alternative Geotechnical Engineering
Recommendations by Shannon & Wilson dated January 14, 2015 with:
Concrete slabs-on-grade may be supported on either structural section below:
1. A minimum 4-inch-thick aggregate leveling course overlain by a minimum 4-inch-thick
capillary break layer. The aggregate leveling course should consist of compacted, 5/8or ¾-inch-minus crushed gravel with less than 12 percent fines (GP, GW, or GP-GM) to
provide uniform support. The capillary break layer should consist of washed, uniformly
graded (i.e., predominantly of one size), rounded or angular gravel with a maximum 5/8inch particle size and less than 3 percent fines. Thoroughly wet the crushed gravel
leveling course and/or capillary break layer prior to placing concrete.
2. A minimum 6-inch-thick layer of aggregate leveling course with minimal fines. The
aggregate leveling course should consist of compacted, 5/8- or ¾-inch-minus crushed
gravel with less than 3 percent fines (GP or GW) to provide uniform support and function
as a capillary break layer.
We anticipate the slab-on-grade structural section is not subject to typical nuclear density testing
during placement due to the relatively thin layers and low fines content. The 5/8- or ¾-inchminus crushed gravel shall be subjected to performance testing as outlined in this report and
performed during building pad construction. Shannon & Wilson should observe structural
section placement and compaction during construction to document the contractor’s means,
methods, and effort.
NOTE: The Sign-in Sheet for the Pre-bid Meeting (3-31-15) is also available on Kennewick
School District’s website: http://www.ksd.org/District/Departments/Capital-Projects.
IN THE PROJECT MANUAL
ITEM
SECTION
PARAGRAPH
3
03 3000
2.05A.3
DESCRIPTION
ADD approved manufacturer:
W.R. Meadows, Perminator 15 Mil: www.wrmeadows.com
4
05 4000
2.01A
ADD approved manufacturer:
Scafco Steel Stud Company: www.scafco.com
Addendum #1
Page 1
7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
IN THE PROJECT MANUAL
ITEM
SECTION
PARAGRAPH
5
06 4100
2.06C.2
DESCRIPTION
CHANGE Manufacturers/model #s to:
a. Basis of Design: Eagle Mouldings Inc., 1 1/2" Fluted
Aluminum Tee Edging, Profile E-625: www.eaglealuminum.com.
b. Real Aluminum Tee Mouldings, 1 1/2" Rippled Face, Profile
ALU7777, Satin.
DELETE "c."
6
07 7200
1.01B
DELETE paragraph.
7
07 7200
2.02B
DELETE paragraph.
8
07 7200
2.02D
DELETE paragraph.
9
08 1113
2.03B
REVISE 7 to read:
7. Accessories: Provide SL-BF350 Bi-Fold Unit with internal
insect screen and SL-SG349 Security Grate.
10
08 1113
2.04C & D
11
08 1416
1.01
CHANGE interior door frame types to Fully welded.
REVISE A to read:
A. Flush wood doors; flush and flush glazed configuration; fire
rated, non-rated and acoustical.
12
08 1416
1.02
DELETE C.
13
08 1416
2.05
ADD paragraph C to read:
C. Glazing: As specified in Section 08 8000.
14
08 1416
2.06
ADD F to read:
F. Glazed Openings: Non-removable stops on non-secure
side; sizes and configurations as indicated on drawings.
DELETE Entire Section.
15
08 1433
16
08 7100
3.07
17
09 6800
2.03A.1
18
10 1101
2.04B
CHANGE hinge size to 5 x 4 1/2 at HW8.
CHANGE Basis of Design: Tandus Centiva; Product: String
Theory 04415
CHANGE to read:
B. Sliding Whiteboard Locks: Provide one (1) surface bolt,
Equal to Ives #40B26D - 4", at each center sliding whiteboard.
Addendum #1
Page 2
7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
IN THE PROJECT MANUAL
ITEM
SECTION
PARAGRAPH
19
10 1101
3.02
DESCRIPTION
ADD C to read:
C. Sliding whiteboard locks to be mounted on edge of center
sliding whiteboard. Cut hole in sliding whiteboard track base &
casework as necessary to accommodate surface bolt. Intent
is to have surface bolt secure center sliding whiteboard panel
in place.
20
10 8113
1.02A
DELETE paragraph.
21
10 8113
1.03B
REVISE to read:
B. Product Data: Include installation instructions and mounting
hardware information.
22
10 8113
2.01
ADD approved manufacturer: Bird Solutions International:
www.birdsolutions.com.
23
10 8113
2.02
ADD paragraph B to read:
B. HDPE Bird Deterrent Net 3/4" Mesh, Polyethylene plastic
netting, as manufactured by Bird Solutions International, is an
approved substitution to wire mesh.
24
10 8113
2.04
25
11 5100
2.03B
DELETE this paragraph.
REVISE B to read:
B. Perimeter Units @ Book Room: Provide custom casework
tops to match typical classroom counter detail.
1. Freestanding Units @ Library: Provide custom casework
tops to match typical classroom counter detail.
26
12 4813
2.03A
REVISE to read:
Walk-off entry mat (EM): Lees Step in Style II carpet tiles
27
12 4813
2.03A.1.i
REVISE to read:
EM-1: Lees Step in Style II GT312; 983 Iron Ore
28
12 9300
2.01
Substitution request from Metal Specialties for MS13 Bike
Rack is accepted and shall be considered an approved equal
to the WLBR-13.
29
12 9300
2.02
Substitution request from metal Specialties for MS Security
Skateboard rack is accepted and shall be considered an
approved equal to the Spartan 14.
30
23 5100
All
31
23 5216
3.02.H.1
ADD: entire section, attached
REPLACE: entire paragraph with the following:
Boiler venting to be double wall metal vent as approved by the
manufacturer and described in specification section 235100.
Addendum #1
Page 3
7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
IN THE PROJECT MANUAL
ITEM
SECTION
PARAGRAPH
32
23 8219
2.01.B.1
DESCRIPTION
REPLACE: entire paragraph with the following:
Vertical Units: floor mounted units complete with galvanized
cabinet, including coils, blower section and sloped stainless
steel drain pan.
33
26 1500
34
32 3113
2.06
Change lamp color temperature from 3500K to 4100K for all
for all lamp types.
SUBSTITUTE Section 32 3113 with the attached revised
section.
IN THE DRAWINGS
ITEM
SHEET
35
C0.1
REVISE the beginning of Site Utilities Note 20 to read as follows: “INFILTRATION
RATE OF 1.0 IN/HR…”
36
C0.5
ADD 8” thick gravel construction entrance with 2” min clean crushed rock or quarry
spalls to east entrance on W 38th Ave.
37
C0.5
REVISE Flag Note 5 to read as follows: “TOPSOIL STOCKPILE TO BE USED FOR
GRASS AND LANDSCAPE AREAS, ANY UNUSED TOPSOIL REMAINS THE
PROPERTY OF THE SCHOOL DISTRICT”
38
C1.3
ADD Flag Note 5 to 22.2’ portion of fence to the southeast of the southeast building
corner. Flag Note 5 to read as follows: “INSTALL NEW 4’ HIGH GALVANIZED
CHAIN LINK FENCE AND MOW STRIP AS SHOWN, SEE DETAIL 7/C5.1”
39
C1.4
REMOVE raised crosswalk, school crossing assembly and school advance crossing
assembly from scope of work, also remove crosswalk at east entrance from scope
of work. (This work will be by another contractor, on the 38th Ave. Road Project.)
40
C1.4
REVISE Flag Note 30 to read as follows: “NOT USED”
41
C1.4
REVISE Flag Note 31 to read as follows: “NOT USED”
42
C1.4
REVISE Flag Note 34 to read as follows: “NOT USED”
43
C1.4
REVISE Flag Note 35 to read as follows: “NOT USED”
44
C1.4
CLARIFICATION The centerline of the drive aisle off of the west main parking lot
drive aisle has a length, radius and delta of: L=40.648, R=433.608, ∆=5°22’16” as
shown on Sketch CA-1/1.
45
C1.4
REVISE ramps called out by Flag Note 22 to be full width as shown on Sketch CA1/1.
46
C1.4
REVISE Flag Note 11 to read as follows: “PAINT 4” DOUBLE YELLOW LANE LINE
AS SHOWN ON PLANS”
Addendum #1
DETAIL/DESCRIPTION
Page 4
7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
IN THE DRAWINGS
ITEM
SHEET
47
C1.4
REVISE Lane stripe called out by Flag Note 11 to a 4” double yellow lane line as
shown on Sketch CA-1/1.
48
C1.4
ADD Flag Note 3 to concrete walk to the east of the building
49
C1.4
REVISE alignment of main parking lot east drive aisle as shown on Sketch CA-1/2
and CA-1/3
50
C1.4
REVISE Lane stripe called out by Flag Note 11 to a 4” double yellow lane line and
lengthen line as shown on Sketch CA-1/2
51
C1.4
REVISE “pork chop” island and add 4” double yellow lane line as shown on Sketch
CA-1/3
52
C1.5
REVISE Flag Note 10 to read as follows: “INSTALL NEW 4’ HIGH GALVANIZED
CHAIN LINK FENCE AND MOW STRIP AS SHOWN, SEE DETAIL 7/C5.1”
53
C1.5
REVISE Flag Note 11 to read as follows: “NOT USED”
54
C3.2
REVISE Flag Note 11 to read as follows: “TIE WATER LINE INTO STUB UNDER
SEPARATE CONTRACT, PROVIDE 8” GATE VALVE, PER COK STD 4-9, FIELD
VERIFY DEPTH AND LOCATION”
55
C3.2
REVISE Flag Note 11 to read as follows: “TIE WATER LINE INTO STUB UNDER
SEPARATE CONTRACT, PROVIDE 8” GATE VALVE, PER COK STD 4-9, FIELD
VERIFY DEPTH AND LOCATION”
56
C3.2
ADD Flag Note 14 to read as follows: “90° BEND WITH THRUST BLOCK, PER
COK STD 4-6”
57
C3.2
ADD Flag Note 14 to 90° bend on 4”IR line
58
C3.2
ADD Flag Note 15 to read as follows: “45° BEND WITH THRUST BLOCK, PER
COK STD 4-6”
59
C3.2
ADD Flag Note 15 to 45° bends on 4”IR line
60
C3.3
REVISE Flag Note 2 to read as follows: “8”x6” TEE WITH 6” GATE VALVE AND
THRUST BLOCK PER COK STD 4-6 AND 4-9, GATE VALVE TO HAVE
CONCRETE COLLAR PER COK STD 3-4”
61
C3.4
REVISE Flag Note 13 to read as follows: “8”x6” REDUCER WITH 6” GATE VALVE,
PER COK STD 4-9”
62
C3.4
REVISE Flag Note number which calls out the storm drain manholes from Flag Note
3 to Flag Note 26.
63
C3.4
ADD Flag Note 18 to 3” vent pipe which exits the grease interceptor
64
C3.4
REVISE Flag Note 18 to read as follows: “3” VENT PIPE FROM GREASE
INTERCEPTOR, SEE MECHANICAL FOR CONTINUATION”
65
C3.4
ADD Flag Note 29 to read as follows: “60° BEND WITH THRUST BLOCK, PER
COK STD 4-6”
Addendum #1
DETAIL/DESCRIPTION
Page 5
7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
IN THE DRAWINGS
ITEM
SHEET
DETAIL/DESCRIPTION
66
C3.4
ADD Flag Note 29 to the four (4) bends on the 4”W and 6”FW line which tee off the
8”W main to the north of the main school entrance and connect inside of the
building
67
C3.4
ADD Flag Note 29 to the bend on the 4”FW line which comes out of the building and
connects to the FDC.
68
C3.4
ADD Flag Note 20 and 21 to the 90° BEND on the 8”W main to the northeast of the
building.
69
C3.4
REVISE Location of catch basin as shown on Sketch CA-1/4
70
C4.0
ADD Sheet C4.0 titled Striping and Signage Plan, see attached
71
C5.1
REVISE Detail 9 as shown on Sketch CA-1/5
72
C5.2
REVISE Detail 12 as shown on Sketch CA-1/6
73
C5.2
REVISE Detail 18 as shown on Sketch CA-1/7
74
L1.2
REMOVE irrigation in center driveway island to respond to new driveway
configuration (now concrete, not planting bed). See drawing LA-1.2.
75
L1.2
Rearrange drip emitters and rotors on either side of the driveway to respond to new
driveway configuration. See drawing LA-1.2.
76
L2.0 L2.3
ADD note: "Playground resilient surfacing will be completed under a separate
contract. Coordinate gravel base elevation with play equipment contractor." in the
Reference Notes Schedule.
77
L2.2
REMOVE plantings in center driveway island to respond to new driveway
configuration (now concrete, not planting bed). See drawing LA-1.1.
78
L2.2
Rearrange plantings and lawn areas on either side of the driveway to respond to
new driveway configuration. See drawing LA-1.1.
79
L5.1
ADD Pump configuration detail to sheet L5.1. See drawing LA-1.3.
80
A2.2
ADD (2) FEC’s this sheet. Coordinate locations with Architect.
81
A2.4
Label (2) FEC’s this sheet, shown on wall on grid “H”.
82
A4.2
REVISE note on Detail 4 to read:
METAL PANEL SYSTEM W/ METAL STRAPPING OR SUBGIRTS AS REQ'D BY
MANUFACTURER - SEE SPECS, TYP.
83
A4.12
REVISE note on Details 1 & 2 to read:
METAL PANEL SYSTEM W/ METAL STRAPPING OR SUBGIRTS AS REQ'D BY
MANUFACTURER - SEE SPECS, TYP.
84
A8.0
CHANGE door 155EXT to HW32.
85
A8.0
CHANGE door 108B to HW3B.
86
A8.8
Detail 9: CHANGE dimension to 1’-6” Minimum.
Addendum #1
Page 6
7601 W. Clearwater Ave., Ste 206
Kennewick, Washington 99336 1 N. Monroe, Ste. 200
Spokane, Washington 99201
www.mmecarchitecture.com
IN THE DRAWINGS
ITEM
SHEET
DETAIL/DESCRIPTION
87
A8.9
REPLACE detail 6 on this sheet, with attached drawing AA-1/1.
88
A8.14
Detail 7: CHANGE note from “4” gravel base” to “base per geotech report”.
89
A8.14
DELETE detail 11 on this sheet.
90
S4.9
REVISE Detail 11 per attached SA-1/1.
91
E0.2
Change the lamps for fixture type 8 to 841.
92
E2.2
Change fixture Type 23 location at exterior door 140B to Type 24E and connect to
the lighting inverter.
93
E2.2
Change fixture Type 23 location at exterior door 140B to Type 24E and connect to
the lighting inverter.
PRIOR APPROVALS
ITEM SECTION
DETAIL/DESCRIPTION
This approval is an approval of quality only. No attempt has been made to check each material as to
special features, capacities or physical dimensions especially required by this project. It shall be the
responsibility of supplier, manufacturer and Contractor to check all requirements before submitting for
final approval. Final approval of exact features, sizes, capacities, etc., all of which must match materials
indicated/specified, will be determined when submitted during construction period. Certain approvals
are subject to conditions as noted.
94
22 4000
Offset Drains
Dear Born Brass
95
22 4000
Basket Strainers
Caitlin
96
22 3400
Fuel Fired Water Heaters
HTP – Phoenix – Multi-Fit - Stainless Steel
97
22 1119
Expansion Tanks
Armstrong
98
22 0516
Expansion Joints
Flex-Weld (Kelflex)
99
23 2500
Glycol Feeder
Axioum
100
2 32500
Bypass Chemical Feeder
Axiom
101
23 5100
Boiler Venting Kit
Schebler eVent
102
23 8233
Hot Water Fin Tube
Airtex, Zehnder-Rittling
103
23 8237
Propeller Unit Heaters
Airtex
104
2 38239
Cabinet Unit Heaters
Airtex, Zehnder-Rittling
END OF ADDENDUM NO. 1
Addendum #1
Page 7
SECTION 23 5100
BREECHINGS, CHIMNEYS AND STACKS
PART 1 - GENERAL
1.01
A.
SUMMARY
This Section includes the following:
1.
2.
1.02
A.
SUBMITTALS
Product Data: For the following:
1.
B.
Listed double-wall vents.
Combustion Air intake piping.
Type Category III or Special BH vents.
Shop Drawings: For vents, breechings, chimneys, and stacks.
sections, details, and attachments to other work.
Include plans, elevations,
PART 2 - PRODUCTS
2.01
A.
LISTED TYPE CATEGORY III AND BH VENTS
Manufacturers:
following:
1.
2.
3.
4.
5.
Subject to compliance with requirements, provide products by one of the
Flex-L Inc.
Heat-Fab, Inc.
Metal-Fab, Inc.
ProTech Systems, Inc.
Z-Flex, Inc.
B.
Description: Double-wall metal vents tested according to UL 1738 and rated for 480 deg F.
continuously, with positive or negative flue pressure complying with NFPA 211.
C.
Construction: Inner shell and outer jacket separated by at least 1/2-inch airspace.
D.
Inner Shell: ASTM A 959, Type 29-4C stainless steel.
E.
Outer Jacket: Stainless steel.
F.
Accessories: Tees, elbows, increasers, terminations, adjustable roof flashings, storm collars,
support assemblies, thimbles, firestop spacers, and fasteners; fabricated from similar materials
and designs as vent-pipe straight sections; all listed for same assembly.
1.
2.02
A.
Termination: Stack cap designed to exclude minimum 90 percent of rainfall.
COMBUSTION AIR INTAKE VENTS
For sealed combustion appliances, water heaters and boilers, provide Schedule 40 CPVC
piping with solvent weld fittings and joints.
PART 3 - EXECUTION
3.01
APPLICATION
A.
Listed Type Category III and BH Vents: Vents for high efficiency condensing gas-fired boilers
and water heaters.
B.
CPVC combustion air vents: Intake pipes for high efficiency, sealed combustion appliances.
C.
Coordinate vent size, arrangement, maximum allowed length with actual appliance installed,
which may vary from basis of design appliance, and provide proper installation at no additional
cost to the Owner. Drawings indicate the basis of design application, which need to be verified
with actual installed appliance.
3.02
A.
INSTALLATION OF LISTED VENTS AND CHIMNEYS
Locate to comply with minimum clearances from combustibles and minimum termination
heights according to product listing or NFPA 211, whichever is most stringent.
B.
Support vents at intervals recommended by manufacturer to support weight of vents and all
accessories, without exceeding appliance loading.
C.
Lap joints in direction of flow.
D.
After completing system installation, including outlet fittings and devices, inspect exposed finish.
Remove burrs, dirt, and construction debris and repair damaged finishes.
E.
Clean breechings internally, during and after installation, to remove dust and debris. Clean
external surfaces to remove welding slag and mill film. Grind welds smooth and apply touchup
finish to match factory or shop finish.
F.
Provide temporary closures at ends of breechings, chimneys, and stacks that are not completed
or connected to equipment.
G.
All seams and joints without gaskets must be sealed with high-heat resistant silicone sealant or
UL listed aluminum adhesive tape having a minimum temperature rating of 350°F.
3.03
POWERED VENTER ASSEMBLY
A.
Design and installation requirements shall be provided by the system manufacturer.
B.
Draft fan assembly and shall be mounted and secured to the roof plenum box assembly.
Plenum box assembly shall be anchored to the roof. Provide a separate roof curb or flashing
assembly as recommended. Terminate vertical stack in plenum box and seal airtight.
C.
Install pressure sensor on wall and duct probe in common vent stack where indicated and
recommended by the manufacturer.
D.
Install pressure control panel in boiler room on wall near boilers and stack pressure probe.
Mount draft fan VFD adjacent to control panel.
E.
Provide all interconnecting control wiring and/or power wiring under this Section and in
accordance with manufacturer’s directions and Div. 26 and NEC requirements.
F.
Start-up and Testing: Manufacturer’s authorized start-up agent shall put system in to operation
and test for proper control. Appliances shall be fired at various rates to assure system and
responding correctly to maintain negative pressure draft in stack system. Coordinate start-up
and testing with boiler and water heater start-up.
END OF SECTION
CHAIN LINK FENCES AND GATES
SECTION 32 3113
CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes chain-link fences and swing gates.
B. Modifications to existing fences.
1.2 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design chain-link fences and gates.
B. Structural Performance: Chain-link fence and gate framework shall withstand the effects of gravity
loads and the following loads and stresses within limits and under conditions indicated according
to ASCE/SEI 7.
1. Minimum Post Size: Determine according to ASTM F 1043 for framework up to twelve feet
(12’) high, and post spacing not to exceed ten feet (10’).
1.3 SUBMITTALS
A. Product Data: For each type of product indicated
B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
C. Product Certificates: For each type of chain-link fence and gate, from manufacturer.
D. Product Test Reports: For framing strength according to ASTM F 1043.
E. Operation and maintenance data.
PART 2 - PRODUCTS
2.1 CHAIN-LINK FENCE FABRIC
A. General: Provide fabric in one-piece heights measured between top and bottom of outer edge of
selvage knuckle or twist. Comply with CLFMI Product Manual and with requirements indicated
below:
1. Fabric Height: As indicated on drawings.
2. Steel Wire Fabric: Wire with a diameter of 0.148 inch (9 GA).
a. Mesh Size: 2 inches.
b. Zinc-Coated Fabric: ASTM A 392, Type II, with zinc coating applied before weaving.
3. Selvage: Knuckled at both selvages.
2.2
FENCE FRAMING
A. Posts and Rails: Comply with ASTM F 1043 for framing, including rails, braces, and line;
terminal; and corner posts. Provide members with minimum dimensions and wall thickness
according to ASTM F 1043 or ASTM F 1083 based on the following:
1. Fence Height: As indicated on drawings.
2. Light Industrial Strength: Material Group IC-L, round steel pipe, electric-resistance-welded
pipe. Schedule #40
a. Line Post: 2.375 O.D. Schedule # 40 pipe, 3.65 lbs./per foot.
b. End, Corner and Pull Post: 2.875 O.D. Schedule #40 pipe, 5.79 lbs./per foot.
3. Horizontal Framework Members: Top and bottom rails complying with ASTM F 1043.
4. Brace Rails: Comply with ASTM F 1043.
5. Metallic Coating for Steel Framing:
a. Type A zinc coating.
b. Type B zinc with organic overcoat.
c. External, Type B zinc with organic overcoat and internal, Type D zinc-pigmented coating.
d. Type C, Zn-5-Al-MM alloy coating.
e. Coatings: Any coating above.
14.04 / Sagecrest Elementary
32 3113 - 1
CHAIN LINK FENCES AND GATES
2.3
TENSION WIRE AND HOG RINGS
A. Tension Wire: 0.177 inch diameter (7 GA), marcelled tension wire complying with ASTM A 817
and ASTM A 824, with the following metallic coating:
1. Type III, Zn-5-Al-MM alloy with minimum coating weight matching chain-link fabric coating
weight
B. Hog Rings: 0.148 inch diameter (9 GA), steel hog ring.
2.4
SWING GATES
A. General: Comply with ASTM F 900 for gate posts and single and double swing gate types.
1. Gate Leaf Width: As indicated.
2. Gate Fabric Height: As indicated.
B. Pipe and Tubing:
1. Zinc-Coated Steel: Comply with ASTM F 1043 and ASTM F 1083; Protective coating and
finish to match fence framing.
2. Gate Posts: Round tubular steel.
3. Gate Frames and Bracing: Round tubular steel.
C. Frame Corner Construction: Welded.
D. Hardware:
1. Hinges: 360 degree inward and outward swing.
2. Latches permitting operation from both sides of gate with provision for padlocking accessible
from both sides of gate.
2.5
FITTINGS
A. General: Comply with ASTM F 626.
B. Finish:
1. Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz. /sq. ft. zinc.
2.6
PRIVACY SLATS
A. Material: Polyethylene tubular slats, not less than 0.023 inches thick, manufactured for chain-link
fences from virgin polyethylene containing UV inhibitor, sized to fit mesh specified for a vertical
installation.
B. Color: As selected by Architect from the manufacturer’s full range.
PART 3 - EXECUTION
3.1
INSTALLATION
A. Examine areas and conditions, with Installer present, for compliance with requirements for site
clearing, earthwork, pavement work, and other conditions affecting performance of the Work.
1. Do not begin installation before final grading is completed unless otherwise permitted by
Architect.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
C. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 500 feet or
line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground
structures, benchmarks, and property monuments.
D. Install chain-link fencing to comply with ASTM F 567 and more stringent requirements indicated.
E. Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings indicated, in
firm, undisturbed soil.
F. Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil.
1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in
position during setting with concrete or mechanical devices.
2. Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or tamp for
consolidation. Protect aboveground portion of posts from concrete splatter.
a. Exposed Concrete: Extend 2 inches above grade; shape and smooth to shed water.
14.04 / Sagecrest Elementary
32 3113 - 2
CHAIN LINK FENCES AND GATES
G. Terminal Posts: Locate terminal end, corner, and gate posts per ASTM F 567 and terminal pull
posts at changes in horizontal or vertical alignment.
H. Line Posts: Space line posts uniformly at 10 feet o.c. max.
I.
Tension Wire: Install according to ASTM F 567, maintaining plumb position and alignment of
fencing. Provide horizontal tension wire at the following locations:
1. Extended along bottom of fence fabric.
J.
Hog Rings: Spaced 24” on center.
K. Chain-Link Fabric: Apply fabric to outside of enclosing framework. Leave 2 inches between
finish grade or surface and bottom selvage unless otherwise indicated.
L. Install gates according to manufacturer's written instructions, level, plumb, and secure for full
opening without interference. Attach fabric as for fencing. Attach hardware using tamperresistant or concealed means. Install ground-set items in concrete for anchorage. Adjust
hardware for smooth operation and lubricate where necessary.
M. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive
deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire
operational range. Confirm that latches and locks engage accurately and securely without forcing
or binding.
END OF SECTION
14.04 / Sagecrest Elementary
32 3113 - 3
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Kennewick, Washington
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Kennewick, Washington
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Sheet No:
Spokane, Washington
(509) 624-6800
Kennewick, Washington
www.mmecarchitecture.com
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REFERENCE NOTES SCHEDULE
SYMBOL
DESCRIPTION
QTY
DETAIL
1
6" CONCRETE EDGING
1,833 lf
5/L5.2
2
PLAYGROUND RESILIENT SURFACING EDGING
426 lf
14/L5.2
3
HOPSCOTCH
6/L5.3
4
FOUR SQUARE
7/L5.3
5
TETHER BALL
4,5/L5.3
6
WALL BALL
11/L5.3
7
BASKETBALL STANDARD
2/L5.3
8
BASKETBALL STRIPING
3/L5.3
13
FLAG POLE
REFER TO ARCHITECTURAL SPECIFICATIONS.
12/L5.2
14
LIGHT POLE MOW STRIP
11/L5.2
15
CONCRETE BOLLARD
SEE SPECIFICATION SECTION 12 9300
13/L5.2
16
LANDSCAPE BERM
EACH LINE REPRESENTS 1` OF ELEVATION
6/L5.2
LANDSCAPE BOULDERS
SEE BOULDER SCHEDULE FOR SIZE AND QUANTITIES
SYMBOL
DESCRIPTION
QTY
DETAIL
RESILIENT SURFACING
PLAYGROUND SURFACING WILL BE COMPLETED UNDER
A SEPARATE CONTRACT. COORDINATE GRAVEL BASE
ELEVATION WITH PLAY EQUIPMENT CONTRACTOR.
6,973 sf
14/L5.2
SOD LAWN
155,966 sf
HYDROSEED LAWN
436,600 sf
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CCB 13
1
FGB 66
15
JHW 40
CCB 14
CAK 29
ARA 5
FGB 11
FGB 46
LSP 1
LSP 3
CAK 25
JHW 9
CCB 15
CAK 81
15
FGB 29
ARA 9
JHW 9
CCB 2
JHW 9
LSP 1
15
NOTE:
1.
ADJUST PLANTINGS AND LAWN ALONG DRIVEWAY TO RESPOND TO SITE CHANGES.
2.
REMOVE PLANTINGS IN CENTER DRIVEWAY AISLE, AS SHOWN ABOVE.
0
1"=30'
30
60
90 feet
NORTH
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120
95.6
46
47
2"
48
47
49
2"
120
48
2"
95.6
49
2"
50
51
52
53
54
56
60
95.6
120
2"
55 95.6
70
2"
2"
59
2"
NOTE:
1.
ADJUST DRIP EMITTERS AND ROTORS ALONG DRIVEWAY TO RESPOND TO SITE CHANGES.
2.
REMOVE IRRIGATION IN CENTER DRIVEWAY AISLE, AS SHOWN ABOVE.
0
1"=30'
30
60
90 feet
NORTH
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PUMP DISCHARGE ISOLATION VALVE
PRESSURE TRANSDUCER WITH GAUGE
CHECK VALVE
PUMP AND MOTOR (7.5 HP MIN)
VARIABLE FREQUENCY DRIVE
FLANGE CONNECTION
STEEL BASE
FLANGE CONNECTION
13
TEMPERATURE SENSOR
PRESSURE GAUGE
PUMP INTAKE ISOLATION VALVE
PUMP CONFIGURATION
SPVV
NTS
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